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HomeMy WebLinkAboutTRUSSIt Y RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents, LLc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS020 Printed: Thu, Sep 28 2017 iov mrormarion: Address: FOR Name and License Number.;tamer. Name: Creekside Lot 20 Horton 3051 Woodswalk Dr cription: City, State, Zip: 3B 1828-Cali "D" LL OL Fort Pierce, FL d "n / sformafion Loaig Roof Loads: Floor Loads: TC Live: TC Dead. BC Live: BC Dead: 7C Live., TC Dead: BC Live: BC Dead., 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M MEM Pages or sheets covered by this seal from: 1 thru 27 Total 27 # . DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 11 A10 12 81 13 62 14 C1 15 C2 16 D1 17 D2 18 M3 19 EJ7 20 ERA 21 EJ3L 22 BJ5 23 BJ3 24 BJ1 25 BJ1L 26 CJ7 27 CJ3L DN: SUS, aldenTfustACES Business I DZI y s fined by Manuel Martinez n u e Representative, ou=M AND E ASSOCIATES P.A. m=Manuel Martinez, 4 O.Q3342.19200300.100,1.1-A0109800000014B4CF 8Fi:9800W211F i.neZ :,••. Date: 2017.09.291026:08 -04'00' _ Adobe Acrobat DC version: 2015.006.30352 SE c3 g'. ` '' - - 40 OS 5A38 ff-55 81 SOW 7F 4800 99 2E 95 FB ",hit Item maw4lad by M al MArtbsea, F�4,Et.Us.Gt#F82(ant1!aGaSsshnwcabmaear.�ngASf+'dwi acthasCcateasae9e. s'N'mtad c�xmsoSzh�s dx',ai �m e+rirca�i¢�zsd r � sealad W46 use r:Lx3aah3cantkaikrisafle rnwlS ercrtfied tat smydEctratsk File Coley Page 1 of 1 L Job Number: 136DCS020 4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Truss Label: Al T10" 6'6"7 12 6 05X6C / =4X6(A2) B A-g Ply: 1 I SEQN: 635692 / T10 / Qty: 16 FROM: AH Wgt: 221.2 Ibs 19'10" 2539 31'10" 5'5"9 5'S"9 6'6"7 (a) F'3X4 tt5X6 - G DRW: / ... 09/28/17 39'8" T10" 0 H=4X6(A2) P O N M L K J 1112X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4 1' i 7'8"11 i 4'3"5 j T 20"1 5'9"1 59"1 2'0"1 + 4'3"5 7'8"11 + 1' TB"l1 12' 14'0"1 19'10" 257"1 2T8°° 1 31'11"5 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L!# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 / - 1445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 / 961 ! - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Ld: 37.00 C EXPDes Mean Mean Height: 15.00 ft I HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 Noffit: 1 TCDL: 4.2 Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Re 1.9 .00 Soffit: 2.00 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.549 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.605 Loc. from endwall: not in 9.00 it FT/RT:201(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16. 2.01 D.0314.13 A - B 27 0 E - F 1108 -1899 Lumber B - C 1442 -2961 F - G 1263 -2430 C - D 1253 -2429 G - H 1443 -2962 Value Set: 13B (Effective 6/1/2013) D - E 1108 -1899 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" 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 Bracingfs O - N 2566 -1123 K - J 2567 -1129 (a) Continuous lateral restraint equally spaced on Or 1x4 "T" 80% length w wxAP 4P r�ae N - M 2081 -789 J - H 2569 -1129 member. reinforcement. of web member. Same species & SRB grade or better, xva� "r attached with 8d Box or Gun (0.113"x2.5",min.)nails. „ Maximum Web Forces Per Ply (Ibs) 6" ac. y Webs Tens.Comp. Webs Tens. Comp. Z �. r P- C 286 -13 M- F 468 -735 Tra Scabsto Y 10 C - N 387 -554 F - L 483 -204 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach to face Nails B" N - D 482 -203 L - G 367 -554 scab of chord with: @ oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st . D - M 468 - 734 G - J 286 -15 panel point: (0). � O J" E - M 133B -714 o Loading + f1 p"N Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-widev�'" ` # -j clearance. 4' ) * i ) S . . Wind 4001 38 FF5881800137F4900992E&5FB Member design based on both MWFRS and C&C. z%Icitem isu a�„r�,aiad€ryavaaarcev ,KK'Lee; it l',b ttuatai ciwa+n at,�vmw�n�s 5HJ2 ets a1kr'. e. Prated c�xia�:cxrtkei d'ssa�r�t,na natcrrst.vibxad si�ns�°as�� x�a�sS anE tisx�zcr:�au�astua•San`ea�am�t8�nrr3f�iv<�eda:trar� Dios.. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anr7'SBCA) log safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted 0 erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl rigqid ceiling Locations shown for permanent lateral restraint pfwebs shall have bracing installed per BCSI sections B3, B7 or 810, icable. Apply lates to each face of truss and•pgsition`'as sh'ovon"above and on the Joinf Details, unless noted otherwise. (tefer to Is 160A-Z for s�andard plate positions. a division of ITW BuildinciComponents Group Inc. shall not be lesponsible for, any deviation from this drawing,any failure to build the conformance with ANSI4PI 1, or for handling shipping, in. and bracing of Vusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability >e of this �awtng for any structure is the responsibility of the uitding Designer per ANSIITPI 1 Sec.2. S 1( Job Number: 136DCS020 Ply: 1 SEQN: 635695 / T13 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A1A Wgt: 254.8 Ibs / ... 09/28/17 7'10" 14'4"7 19'10" 22'6"4 26'8" 31'10" 39'8" 7'10" 6'67 5T 2'8"4 4'1"12 5'2" Tl0" E=6X12 OJ(4 m3X6 =3X4 =6X8 1112X4 p12X4 m5X10 r1' 7'8"12 4'3"4 2'0"1 5'9"1 2'10" 4' 5'0"1 7'11"15 1� 7'e"12 12' 14'0"1 19'10" 22'8" 26'8" 31-8"1 39'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 Snow Duration: NA HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 TPI Std: 2007 Max BC CSI: 0.548 Rep Factors Used: Yes Max Web CSI: 0.972 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.02.0113.0314.13 STATE . 4o 013A38 EF 5B Si BO BB 71748 00 99 2€85'FB- Thu item t<',tabzsrsmlacir sb ncd t=z1ad 4 PAazmm^IMIOGIe4 "E(A.tiic.tldliE2t�t5ea case shawnai3ave w.ingas3iA+1 a�#sendcasteuacc�e. a'�tari ttrreas:�rchu do�er2mzc arm mut rxF,�ad sT�nasi asac :eakd and ttc. 3a4s amssa;icner.�tt nest bs a"eraY3e~I.maryslestronk mplas_ ♦ Maximum Reactions (Ibs) Loo R / U / Rw / Rh / RL / W B 1557 / 708 / 960 / - 1445 18.0 1 1557 /707 1959 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1417 -255% B - C 1439 -2761 G - H 1754 -3391 C - D 1261 -2220 H -I 1434 -2754 D-E 1106 -1732 I-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-S 2391 -1120 P-O 20 -9 S - R 2388 -1120 N - L 2965 -1290 R-Q 2388 -1120 M-K 26 -12 Q - P 1897 - 788 K -1 2382 -1121 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 C - Q 384 - 563 N - G 578 -1048 Q - D 458 -199 G - L 869 -407 D-P 471 -682 L-M 71 -3 E - P 59 - 531 L - K 2552 -1201 E - N 2267 -1099 L - H 634 -197 P - N 1880 - 659 K - H 466 - 869 N-O 18 -1 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS hire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building e Safety Information, by TPI an[7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryv BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e. AppQY plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of 'IF9 1, or torn acceptance any structure its drawing,any failure to build the on this drawing or cover pa e to design shown. The suitability Job Number: 136DCS020 Ply: 1 SEQN: 635697 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt 221.2 Ibs .. / ... 09/28/17 1474"8 1 r 19'10" 25W1 1 31'10" 3918" 6'6"8 55"8 5'5°8 IN 7'10" E �x,, O F83X4 12 6 o (a) C (a) (a) C' o w e3X6Q B Ha3X6(Al) + 37 A I P O N M L K J 1112X4 =3X6 a yyA s3X8 WX4 m3X6 1112X4 —13'4" 1' T8"12 4'3"4 71j f 7'8"12 12' 14'1"' 58" 20'8" 59" 59" 2'1° 4'3"4 , T8"13 1' 1V10" 257" F 27'8"I 31't1h T 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeRICSI 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 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 J 999 240 B 492 1205 / 310 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.098 J 999 180 Q" 317 1142 / 183 / - ! - / 68.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.014 J - - H 895 / 408 / 659 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: psf Code / Misc Criteria Creep Factor. 1.5 B Min B rg Width Req = 1.5 . Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.531 Q Min Br g Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.451 1 H Min Brg Width Req = 1.5 Bearings B, Q, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.695 Bearings B & H require 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): Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Lumber Value Set: 13B (Effective 6!1l2013) A- B 27 0 E- F 350 -258B - 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 D - E 342 -229 H -1 27 0 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. Bracing +.. B - P 494 - 373 M - L 596 137 (a) Continuous lateral restraint equally spaced on-MA member. Or 1x4 "T" reinforcement. 80%length of r w , .. +- "�y�. P - O 489 - 373 L - K 1117 O N 489 K J 1117 -467 web member. Same species & SRB grade or better, ' - -373 - N - M 640 J H 1120 -467 attached with 8d Box or Gun (0.113"x2.5",min.)nails -670 - -467 @ 6" ac. 047182 Maximum Web Forces Per Ply v r a 00 (Ibs) Plating Notes : Webs Tens.Comp. Webs Tens. Comp. All plates are 5X6 except as noted. p P P - C 318 - 33 M - F 484 - 707 Tray Scab(s) , TATE OF � C - N 423 - 637 F - L 486 N D 574 -221 (1) 2x4x0-14 x SP #3 scab at left end. Attach scab to * 4 . ' ,� e - -1077 L - G 404 D - M 669 - 267 G - J 298 - 599 - 20 face of chord with: Nails @ 8" oc, plus additional nail 00 * * r E - M 70 -151 clusters at: BRG.: (0), heel: (0), 1st panel point: (0). (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" or., plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. 1 SERIAL 40015AFF5B81B0B571480059M85FB *A�Item�kn IryVW,4"{ad by rdw tx Mlrttwx, a E (fit., tic. ted71$2l cn ft�edaa¢sftawc'a6civa arZng a sHani Meted en .W tha si Sias: "WARNING" READ AND FOLLOW ALL "`IMPORTANT"" FURNISH THIS DRAWING TO ALL C a division of ivi 1, or Torn acceptance any structure as nut tw ri'&bd ca a f dectmr& ON THIS DRAWING! TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building :) performing these functions. installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly s shall have bracingg installed per BCSI sections B3, B7 or B10, ive and on the Join Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page ' respotwsib!lity solely for the design shown. The suitability Job Number: 136DCS020 Ply: 1 SEQN: 539422 / T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt 361.2 Ibs Page 1 of 2 / ... 09/28/17 1"10"14 14'4"8 19'10" 253"8 31'B'2 3" T10"14 8'5R 5'S'8 5'5"8 6'S'8 F1A4 �p8•...I �2�g� !- 97" 114' 1r78"-.I 13'8 21' 1' T8"13 53"3 510' S10' 6'3.3 T8"13 913 + 14• + 1s'10' 2s8" 3r1ra 39'8• Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37-00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 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 :W4, W7 2x4 SP 91: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member_ Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 7.81 TC- From 56 pif at 7.81 to 56 plf at 15.17 TC- From 28 pif at 15.17 to 28 plf at 17.17 TC- From 56 pif at 17.17 to 56 plf at 19.83 TC- From 56 pif at 19.83 to 56 pit at 31.85 TC- From 56 pif at 31.85 to 56 pif at 40.67 BC- From 4 plf at -1.00 to 4 off at 0.00 BC- From 20 pif at 0.00 to 20 pif at 14.00 BC- From 10 pif at 14.00 to 10 pif at 17.17 BC- From 20 pif at 17.17 to 20 plf at 25.67 BC- From 20 pif at 25.67 to 20 pif at 39.67 BC- From 4 pif at 39.67 to 4 plf at 40.67 TC- 13 lb Conc. Load at 15.17,17.17 BC- 32 lb Conc. Load at 15.17,17.17 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf. NA Ce: NA VERT(LL): 0.051 R 999 240 Lu: NA Cs: NA VERT(TL): 0.125 R 999 180 Snow Duration: NA HORZ(LL): -0.018 F - - HORZ(TL): 0.040 F - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.642 TPI Std: 2007 Max BC CSI: 0.462 Rep Factors Used: Yes Max Web CSI: 0.940 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 Plating Notes All plates are 2X4 except as noted. Tray Scab(s) (1) 2x4x6-9-11 x SP #1 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG : (0), heel: (0), 1st Cl 7' :.�.. for ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 489 /220 /- /- /- /8.0 BK 1387 1639 / - 1- / - 18.0 AD573 /278 /- /- /- /8.0 V 865 1416 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BK Min Brg Width Req = 1.6 AD Min Brg Width Req = 1.5 V Min Brg Width Req = 1.5 Bearings B, BK, AD, & V are a rigid surface - Bearings B, BK, AD, & V require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp - A - B 27 -20 L - M 40 -103 B - C 189 -464 M - N 54 -125 C -D 312 -112 N-O 51 -123 D - E 384 -167 O - P 89 -178 E - F 395 -177 P - Q 238 - 50 F-G 424 -197 Q-R 271 -612 G - H 429 -209 R - S 285 -627 H - 1 77 -123 S - T 296 - 640 1-1 45 -105 T - U 346 -704 J - K 59 -116 U - V 608 -1271 K-L 55 -130 V-W 27 -20 "' : o Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AH 344 -109 AC -AB 560 -251 AH-AG 341 -110 AB -AA 560 -251 AG-AF 150 -351 AA- Z 560 -251 4 rid AF-AE AE-AD 150 -351 150 -351 Z-Y Y-X 560 1059 -251 -482 s #t t AD -AC 150 -351 X-V 1063 -481 40 015A38 FF 5B 81B€t BB 7F48 00 992E 85 FO rfslrItem . bacn an& �lnd by 1.lw zl Martinez, j�L. t[e.C•171H2f an Mm�a1q sftawrs a6mzffi.m�g a su&-i ae�,er,Gsaldscax�e. mud cap�ncf d9£rX". A=not=r dtmnd %ignmszAsmaiad a dttse aa.fficni3aAicmermdenuEbtvsrdad-m=jdettrank- C"Ins. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH- C 318 0 AC-AW 365 -783 C -AI 316 -672 AW-AX 18 -36 AI-AJ 282 -625 AW-AY 348 -725 AJ-AK 302 -650 AX-BA 18 -37 AK -AL 310 -656 AY -AZ 324 -705 AL -AG 324 -684 BA -BD 18 -38 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe.r BCSI.. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plate. to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIl1 PI 1, or for handling} shipping, installation and bracing of trusses.A seal on this drrawmg or cover page. - listing this drawing indicates acceptance of pro essiona engmeer!ng responsibility solely for the design shown. The suitab111ty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS020 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss label: A3 Ply: 1 I SEQN: 539422 / T11 / GABL City: 1 FROM: AH DRW: Wgt: 361.2 Ibs Page 2 of 2 / ... 09/28/17 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 -811 AR -AU 39 -18 BG-BH 29B -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 AWAC 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 60 -122 S -BI 37 -45 AU -AD 185 -339 T-BJ 73 -56 FA ?nd tm s=las.. FF 58 8190 8B 7F48 00 99.2E 95 F8 eiacta zic ps8, red'assd scaled by F 2"A ktzrunea: dncca am not cm"=ds'reAdmiwkd d40tirx mdaM to vaffcd ona Vd.tmrk **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing land bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and SBCA) foi satPety practices prior to pertorming these functions. Installers shall provide temposry bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 10, as applicable. Apply plates 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 BuildinggComponents Group inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN 1, or handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of profession. engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. Fnr mnm infnrmafinn c this inNnr rnl nntes nape and these weh Sfl251 ALPINE w ahineitw mm, TPI' ww AD!nst Om1 SBCA www.sbclndustrv.com: ICC: wwwkcsafe.Om 1 Job Number: 136DCS020 Ply: 1 I SEQN: 635689 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt 240.8 Ibs .. / ... 09/28/17 7'10" 14'4"7 19' 20'6" 149 31'10" 39'8" T10" 6'6"8 TF19 1'8" 4'7"9 6'61 T10" Sh 0 33 =5X8=5X6 E F 1112X4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 II12X4 1' T8"12 4'3"4 T8"12 + 12' 2'0"1�_ 4'11"1 1'8"i 4'11"1 2'0"1 14'0"1� 19' 20'8 25'7"1 1 27'8" 4'3"4 7'8"12 31'11"4 + 39.8" i 1' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ! U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.151 P 999 240 B 1557 / 710 1964 / - / 428 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.348 P 999 180 1 1557 / 710 1963 ! - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ TL 0.151 K - - ( )- B Min Br Width Re 1.8 9 q = Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 1.5 1 Min Brg Width Req = 1.8 TCDL: Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.598 surface. Bearings B & I are a rigid su psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.553 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.693 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1170 -1784 Lumber B - C 1471 -2762 G - H 1290 -2218 C - D 1290 - 2218 H - 1 1471 - 2762 Value Set: 13B (Effective 6/1/2013) D - E 1170 -1784 I - J 27 0 Top chord 2x4 SP #1 E - F 1086 -1534 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2392 -1148 N - M 1694 -848 Bracing R - Q 2389 -1148 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on "T" �4 Q P 2389 -1148 L - K O 1894 K 2388 -1162 2391 member. Or 1 x4 reinforcement. 80% length of web member. Same species & SRB or better, vs" ai P - -81B -1 O N 1534 -1162 grade 8d Box Gun - -5B9 attached with or (0.113"x2.5",min.)nails aN `; �° 6"°° Maximum Web Forces Per Ply -• (Ibs) Tray Scab(s) 1,0 Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach R - C 288 -13 F - N 614 -393 scab to face of chord with: Nails @ B" oc, plus ` 0 C - P 389 - 571 N - G 474 - 701 additional nail clusters at: BRG.: (0), heel: (0), 1st SLATE P - D 450 -201 G - M 451 -201 panel point: (0). awl D - O 474 -701 M - H 389 -571 Windy E-O 614 -393 H-K 288 -14 Member design based on both MWFRS and C&C.�dp 40 01 5A 38 FF 50 81 BO 88 7F 48 00 96 2E 95 FB si:Ix Item isas hxencMdr /:igncd and Ualad trf la ml Martinez, rE (a. trc."Ilazi on the datt sluiesa alga trjnp a 531 1 as dntI a I W'da. tadc�v�a�tfisz drr�r;vvatarm nsxt c�tid��asi s4�m,ezfand salad awd iFsze' iaar�enE`sasse�code Host G^aacc"sf9e~l:ras acstrdc+ctramb_ �3as. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS guire extreme care in fabricating, handlin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety. Information, by TPI and'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporarryy. BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, e. AppTv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of PI 1, or for nandung snipping, mstaw acceptance of professions engine any structure is the responsibility of failure to build the g or cover pa e rn. The suitability Job Number: 136DCS020 Ply: 1 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 Wgt: 260.4 Ibs .. / ... 09/28/17 T10" 14'4"8 17' T10" 6'6"8 27"B 12 6 M o g 5X6 C =4X6(A2) B � A 22'8" 25'3"8 31'10" 39'8" 5'8° 27"8 6'6"8 7'10" G 3X4 'Z�5X6 I H Lo M in ba4X6(A2) J S R Q P O N M L K 1112X4 =3X6 -3X4 =3X4 =3X4 =3X4 =3X4 =3X6 1112X4 1' T8"12 4'3°4 2'1" T11" 2'10" 2'10" 2'11" 2'1" 4'3"4 7 f8 1' F 7'8"12 12' 14'1" 17' 19'10" 22'8" 25'7" 2T8" 31'11"4 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.150 Q 999 240 B 1557 / 712 1965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 Q 999 180 1 1557 / 712 / 965 ! - /- / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.150 K - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft NCBCLL:10.00 TCDL:4.2 sf Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 � Soffit 2.00 p Bldg Code• FBC 2014 RES Max TC CSI: 0.589 Bearings B & I are a rigid surface. BCDL: 5.0 psf i Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 7007 Max BC CSI: 0.561 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.669 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type (s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1300 -1921 Lumber B - C 1518 -2764 G - H 133B -2214 C - D 1339 -2214 H - 1 1518 -2764 Value Set: 13B (Effective 6/1l2013) D - E 1300 -1921 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1696 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. B - S 2394 -1196 O - N 1683 - 748 Wind S-R 2391 -1196 N-M 1888 -899 Member design based on both MWFRS and C&C. R - Q 2391 -1196 M - L 2391 -1226 �x Q - P 1888 - 869 L - K 2391 -1226 �14 ee�d" P - O 1683 -724 K -1 2394 -1226 *047102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 292 -13 O - F 247 -194 C - Q 392 -579 F - N 583 -403 STAT E 0 Q- D 424 -206 N- G 432 584 1 a D- P 432 -584 G- M 424 -266 ' E - P 583 -403 M - H 393 -579 " m � , *v _ E - O 246 -193 H - K 292 -15 40015A38FF5681BOB57F480099 2E 95FB TM Item wd=Aad by bitiambEa, F£ (ffL. its.CiTr83.(a�lhac'a.Sc ahaxwtalmxa u-.�aQ a SNAwl asifiant�car. : cad4vpima r.} tioec ^ amaaoe axuld=dsi'tixarasi=i=Ind �d t➢s�2'ans;c+9iacad¢ma.^t Gtmarsford anae�ye3r-trmr3e **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, handlingA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attache tl rigid ceiling Locations shown for permanent lateral restraint ofWebs 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 Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildingg �Components Group Inc. shall not be relponsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handl!ng shipping, installation and bracing of tNSSes.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professions 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/TPI 1 Sec.2. For more information see this lob's general notes Dace and these web sties: ALPINE: ww�.aloineifw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.ora u Job Number: 136DCS020 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A6 M 0 r Im T10" T10" 15' 7'2" 19,10" 4'10" Ply: 1 SEQN: 635684 / T7 / HIPS Qty: 1 FROM: AH DRW: Wgt:212.8lbs I / ... 09/28/17 24'8" 31'10" 39'8" 4'10" 7'2 T110" =3X4 =5X6 I92X4 =-3X6 =3XB =3X8 =33(6 1112X4 1' 7'8"12 4'3"4 3'1"12 9'4"8 3'1"12 4'3"4 TS"12 1' 7'8"12 12' 15'1"12 24'6"4 27'8" 31'1'% 39'8" Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 E 999 240 B 1557 / 714 / 962 / - 1346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 1714 / 962 I - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Ld:EXP: C HORZ L 0.155 J - - B Min Br Width Re 1.8 Des CL 10.00 Mean Height: 15.00 ft �) 9 q NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings B & H are a rigid surface. BCDL: 5.0 psf Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.732 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.353 Loc. from endwall: not in 9.00 it 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: 16.02.0113.0314.13 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 chard 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - O 2397 -1239 L - K 2394 -1268 Bracing N - M 2394 -1239 J - H 2397 -1268 (a) Continuous lateral restraint equally spaced on ` �>t'� M - L 1928 -920 member. Or 1x4 "T" reinforcement. 80% length of n •- v y web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails a ' Maximum Web Forces Per Ply (Ibs) ,�� ro, Webs Tens.Comp. Webs Tens. Comp. @ 6„ oc. wNo 0411 '. O - C 286 -11 E - L 182 -191 Tray Scab(s) > w. C - M 442 - 620 L - F 567 317 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach m Sa r X D - M 587 -317 L - G 442 -620 scab to face of chord with: Nails @ 8" oc, plus 4WM - E 183 -192 G - J 286 -12 additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). 4: Windy , xq Member design based on both MWFRS and C&C.�� aE AL #. 40 019A38 FF 5B 81 BO 85 7F49 00 99.2E 95 FB *BU ItarhRra Pseenck xt ced zna wxlcd by marAA Mwun", 3"£�xS.,lPs..�+SF.F&�tcn��c sftvrw�t ata¢�uslagaSNAwL a�thnrtErr.,axtia. f';itatad cnp��tt�s doccrsi•.� ma natcraxfdixmd �rnx�aaad salad Brad that uix:R,i auYhatatcaticasze�ia Host tic.verffaed rat acr�dectra� cxyint. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlingsh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r sa>Pety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippint, installation and bracing of trusses.A seat on this drrawing or cover page, listing.this drawing indicates acceptance of professions engineer responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUfP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.ai ineitw.com: TPI: www. 1nst.o ; SBCA: www.sbtindu .corn' ICC: www.imsafe.orq Job Number: 136DCS020 I I Ply: 1 1 SEQN: 635682 / T6 / HIPS I / 09/28/17 I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW. Truss Label: A7 Wgt: 215.6 Ibs 7'10'9 13' 7'10"9 + 5'1"7 o5X8 D 12 6 19'10° 26'8' 31'9"7 3918° 6'10" 6'10" 5'1"7 7-10"9 m3X4 =5X8 E F G @ 3X4 T ° to in X6(A2) t" t P O N M L K J I i J 1112X4 =3X6=3X =3X8 =3X4=3X6 1112X4 T8"13 4'3"3 1' 6'10" 610 1' 43"3 T8'13 1, 7'8"13 12' 13 19,10" 26'8" 27' " 31'11"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA I Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 1716 / 953 / - /- 18.0 BCDL: 10.00 Risk Category: II 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 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Mi.. Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf i Bldg'Code; FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. g •Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Sid: 20D7 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 "t C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 136 (Effective 6/1/2D13) D- E 1507 -2281 H- I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P - O 2W5 -1259 L - K Z%5 -1288 Wind Member design based both MWFRS C&C. , , .-MA O - N 2385 -1259 K - J N M 1992 J H 2385 -1288 2388 - on and - -917 - -1288 x �' �% Maximum Web Forces Per Ply (Ibs) NO 0 7 ' Webs Tens.Comp. Webs P• Tens. Comp. , P - C 258 -14 M - F 400 - 262 C - N 367 -494 F - L 447 - 224 Ilk D - N 447 -224 L - G ' 366 -494 • M G - J -� 258• 16 .STATE � j,_ E - 326 40 01 SA 38 FF 5B 8180 BB 7F 4800 99 2E 85 FB 1s lE6rnb�a8ss rak ps ,ncd=j=21M by t.7a vl MOM", n (a, Lk.IABFE ( on a SHA 2. a thantlra&nuldr 4r�tt3ds�&iscidae��r�3�s �ertux�r�nd s���a�alaad am thc�l2av enicaficrocc�la ensa[bawxr#f�usta�cclranY_ raaylat "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety, by TPI anc7'SBCA) F safety practices pnbr to pertorming these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, as applicable. Applgy gates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for sTandard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 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 ANSI/TPI 1 Sec.2. Job Number: 136DCS020 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A8 Wgt: 212.8 Ibs .. / ... 09/28/17. 7'10"8 11 16'10"2 21' 22'8" 28'8" 31'9"8 39'8" r 7'10"8 3'1"8 510"2 F 4'1"14 �1'8"3� 5'11"13 3'1"8 T10"8 =6X6 1112X4 =3X6=3X4 =6X6 D E F G H 112X4 =3X4=3X6 =3X8 =3X4 �3X6;3X4 112X4 1' 712 4 4.10"2 6'1"9 4'8"5 1' 7'8"12 1' 7'e"12 11' 1, 16'10"2 22'll"11 27'8" 28' " 334 39'8" 1-42 3f" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Lumber value set "13B" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C. T ,6(A2) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL 1 W PE NA Ce: NA VERT(LL): 0.186 E 999 240 B 1561 1718 1940 1- / 264 / 8.0 Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 1718 / 940 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.159 L - - B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 J Min Big Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.614 Bearings B & J are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.491 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 1684 -2610 B - C 1613 -2757 G - H 1676 -2597 C - D 1551 - 2431 H -1 1551 - 2431 D - E 1685 - 2610 1- J 1613 - 2757 E- F 1684 - 2610 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1)i)j B - S 2384 -1284 O - N 2124 -1105 i MA ' jM S- R R - Q 2382 -1284 2124 -1076 N- M M - L 2124 -1105 2382 -1313 Q-P 2124 -1076 L-J 23B4 -1313 a - P O 2614 � �ffi - -1373 NO- 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ e S - C 231 -19 G - O 283 - 338 STAT E C-R D- R 331 -411 398 O-H H- M 660 -407 394 -259 -257 D-P 671 -416 M-1 330 -410 �,. E - P P-G 278 -334 114 -111 I - L 233 -20 40 015A 38 FF 5B 81 B0 BB 7F 4t3 00 99 2E g5 FB 7tlsit¢rn.?rn tbem ekatr�z�ed z=a3 scaled 6y iAax�z�9 Marttnaa, (cl. tYc.M'd7SH2! cn tAadaaasharru sba�+.�ig s 53tA 1 aciAantixa3t�,�xda: Fs�tndcs�6asssrcka dee�sx-aa»n not cr�u3t¢sad s�naziap� smalad sae iheai��h¢ntt�s�ux�c nuttrc errif3edari acyrd¢cttmr� myloi. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10, e. Appty 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 1NI i,orforn acceptance any structure fis drawing,any failure to build the_ on this drawing or cover page Le design shown. The suitability Job Number. 20 Ply: 36LBI I I 678 / T4 !HIPS I 4EBB 18 -CaDLOL /DR Horton 4EBB 1828-Cali "D" LL OL W1FROM: AH DRW Truss Label: A9 g 211.4 Ibs I ; 09/28/17 L 1 2' 0" T8"12 5'2"15 4'9"1 1' 5'7"2 I 5'2"814 � 11'3"� 7'8"112 =3X4 -3X61112X4 =3X4 =-5X6 Dm 6 E F G H 1 T12 6� 1112X4C J 162X4 T + T 0to lip v Lit � 1 �3A S R QI P O N M =3X4 =3X6 =3X4 m3X8 m3X4 =3X6 =3X4 1'11"7 I 5'10"9 5'10"1 4 4'8 7'10"8 1' 128 "7110 1910" 27 319117T'10" 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.243 G 999 240 B 1560 / 720 1921 / - 1223 / 81) BOLL: 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: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 1.5 K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf P Soffit: 2.00 BCDL: 5.0 psf Bldg Code)' FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.501 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 2O30 -3245 Lumber B - C 1644 -2765 H - 1 1869 -2950 Value Set: 13B (Effective 6/1/2013) C - D 1812 -271B I - J 1811 -2718 D - E 1870 - 2951 J - K 1644 - 2765 Top chord 2x4 SP #1 E - F 2030 -3245 K - L 27 0 Bot chord 2x4 SP #1 F - G 2030 -3245 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - S 2393 -1311 P - O 2983 -1621 Member design based on both MWFRS and C&C. , S - R 2257 -1186 O - N 2257 -1215 R - Q 2257 -1186 N - M 2257 -1215 Q - P 2984 -1611 M - K 2393 -1340 No 047M Maximum Web Forces Per Ply (Ibs) w g Webs Tens.Comp. Webs Tens. Comp. C - S 406 - 330 P - H 337 -192 eNc +* S - D 490 -48 H - O 381 -524 WOO,s " gM D - Q 941 -561 0-1 941 -561 Q'- E 380 -524 I - M 491 -428 ,� E - P 337 -191 M - J 406 - 330 G-P 233 -309 4001SA38FF5B8180BB7F4800992E85FB Thl, ItamAaxkeecr�s ela�"yxah�nad'zaxdwaladby UNAMI wrtln6w, rE(F{.. tit. �DTfffidf cal e-ae daAc sttawnabr� trtrg» 5N&>i z'cd�cait sic. Fr�atad zeprasasi azure not ca�sma sff�naa3alaa ssaird atad tF2saA.t a�ianLica2sun�C rasr,t G�aciifasadedrank sr.y<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, by TPI and'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join[Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page - listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibtflty.of the Building Designer per ANSIlTPI 1 Sec.2. For more Information see this lob's general notes mae and these web sties: ALPINE: www.a'lDineftw.com: TPI: www.tniretorc: SBCA: www.sbdndustrv.com: IM www.iorsafe.ora or Job Number: 136DCS020 Ply: 2 SEQN: 635676 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt 235.2 Ibs / ... 09/28/17 19,10" 1'5"1 15'8"7 123'111"9 +282515 +32396 "1 49 43 4S6 7T 415 43°5 131 + T =3X4 =3X4=4X6 1112X4 =3X4 =3X4 T 0 1= i 1112X4 =4X6=5X6 =3X4 ME ®3X4 595Xd=4X6 1112X4 6'7"12 111"13 10"7 4'5"1 + 4'5"1 + 3'4"15 i 3'11"13 6'7"12 r1� 6" T1"12 11'1"9 1 34 15 f 19'10" 24'3"1 2T8" 10 7 326"4 39'2" 6u y 154"15 i 28'8-7 898^ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA .PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0,350 G 999 240 B 3139 11427 1- I - l - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.816 G 579 180 K 3140 11428 /- /- /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS EXP: C Des HORZ L 0.174 C - - �) B Min Brg Width Re = 1.6 q NCB CLL: 0.00 g Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 P K Min Brg Width Req = 1.6 .00 TCDL: 4.2 psf Soffit. 2.00 BCDL:5.0 sf P BldgCode: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.504 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): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 13 -10 G - H 2103 -4696 Lumber B - C 1428 -3155 H -1 1999 -4469 C - D 1708 - 3815 I - J 1709 - 3816 Value Set: 13B (Effective 6/l/2013) D - E 1999 -4469 J - K 1429 -3156 Top chord 2x4 SP #1 E - F 2103 -4696 K - L 13 -10 Bot chord 2x6 SP #1 F - G 2103 -4696 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. NailnoteV, Nail Schedule:0.128"x3", min. nails 0* , B - U 2787 -1250 Q - P U - T 2801 -1253 P - O 4504 -2022 3880 -1745 To Chord: 1 Row 12.00" o.c. @ rsxJ a °� T - S 3879 -1744 O - N 3880 -1745 p Bot Chord: 1 Row @12.00" o.c. S - R 3B79 -1744 N - M 2802 -1254 Webs : 1 Row @ 4" o.c. r R - Q 4504 -2022 M - K 2788 -1251 Use equal spacing between rows and stagger nails ft 47182 in each row to avoid splitting. e Maximum Web Forces Per Ply (Ibs) Loading; ,s Webs Tens.Comp. Webs Tens. Comp_ #1 hip supports 7-0-0 jacks with no webs. ­0 s „ C-U 319 -68 Q-H 251 -106 Wind $TATE � � C -T 1323 -594 H - P 268 -414 a`tle + ®+ T - D 430 - 770 P - 1 782 - 338 Wind loads and reactions based on MWFRS. w D - R 783 -339 I - N 430 -770 � � + E-Q 251 -106 M-J 1 594 320 323 --69 � G - Q 192 - 240 40 015A 38FF 55 SI BO BB 7F48 00 99 2E 85 FB *,U itemRaahrrxa slscir js{rned zrJ;, aicd by M2".1 Martin=, ..(FL. ttc.547101" 0Z date shown abQW ga SK4.1 at^thanikn zcde_ Qriated ccpitsoltisn dos�A=not cras➢&Md eqtwdand sward arxd the E-AA aw venttat sod¢merst bd vmfkd M mydecimsk.. ._'Im *`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp onenf Safety Information, byy TPI an7 SBCA) t0F 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 properly at t ach rapid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely, for the design shown.. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sties: ALPINE: www.alpinefw.com; TPI: www.tpinst.org; SBCA' www.sbcindustry.com: ]CC: www.iccsafe.org Job Number: 136DCS020 Ply: 1 1 SEQN: 5394011 T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B1 Wgt: 134.4 Ibs .. / ... 09/28/17 1018" 1 214" 2'6' --' 1W -1 (TYP) I ®4X4 H J G K 12 F L 6 p E j @mi D N _ C 0 a2X4(A1) B P m2X4(A1) A RI:Q AE AD AC AB AA Z Y X=3X4 W v U T S R 21W 21'4" + 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.001 H 999 240 p. 81 / 37 / 39 1- Ill 1255 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: 11 Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL): 0.003 J - Bearing B is a rigid surface. Mean Height: 15.00 ft NCBCLL: 10.00 I Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code# FBC 2014 RES Max TC CSI: 0.10E Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 24 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: i B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Vel 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 -84 Value Set: 13B (Effective 6/112013) G-H 253 -21 O-P 81 113 Top chord 2x4 SP #1 H - I 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp_ approved 1/30/2013 by ALSC B -AE 175 -103 X - W 192 -107 Plating Notes '+ ,� AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. q1 AD -AC 185 -110 AC 188 V - U U T 189 187 -106 Wind -AB -111 AB-AA 190 -112 - T-S 185 -106 -105 °� ' +� AA- Z 191 -112 S - R 183 -104 Member design based on both MWFRS and C&C. , No 04.718Z-Y Additional Notes w e 192 -113 R-P 175 -103 e Y - X 192 -107 See DWGS A16015ENCID1014 & GBLLETM1014 for e" gable wind bracing and other requirements. a, 4AO Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Camp. - C-AE 174 W-J 187 e'v R -163 D 88 -83 ." ,. -AD -65 E-AC 101 V - K U-L 153 100 -73 -74 -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 40 015A38FF 56 81,80 BB 7F48 00 89 2E 85 FB X 1 0 162 Akix Item sham aledr jsned arJ waled by Mar el Markin"; n M. Lk. Gi%1H21 on 1111a dew*hawa abcew WAS a SHb.i =r tfx _­�A-1 cralm -WARNING— READ AND FOLLOW ALL N( —IMPORTANT'" FURNISH THIS DRAWING TO ALL COIN a division of ri PI 1; or for n acceptance any structure as S4vtd s d =lad anaaYd"trask- ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly ,s shall have bracing ins lied per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page responsibility solely for the design shown- The suitability ff Job Number: 136DCS020 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 .. / ... 09/28117 7'107 7'10"7 1 T8"11 7'8"11 Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 11/2 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 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. 9" 9 ' 22'9"9 1112X4 =-3X4 -3JAU IIILX4 21_4" 7'107 ro =3X4(A1) 17"5 2'11"5 7'8"11 14 137"5 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 / 397 / 529 / - / 229 18.0 Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 1360 / 463 / - /- / 8.0 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 Std: 2007 Max BC CSI: 0.436 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500 F17RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE IVIEW Ver: 16.01.00F.0504.20 A - B 27 0 D - E 1065 -933 B - C 1138 -1276 E - F 1167 -1281 C - D 1038 - 932 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1066 - W5 H - G 1068 - 859 J - 1 1062 - 864 G - F 1072 - 860 I-H 1062 -864 � •. - *, +"� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. -W r J - C 288 - 55 H - E 608 - 515 x No' 047109 C-H 600 -505 E-G 290 -80 0. D-H 790 -905 rerAW. ems E.O STAT 40015A38FF5B81BO6137F4900992E85FB ir.L ltamhubam mkch'mx§x'aiy nedwd taalad by maa„at Jawfin a A(a, Lk.U7i9i1 mth*"ithownabm wing a s33" auttEr;ndmaLicaf razdm. Rtbtad 4.pks ar&& daeos^..m•As not CMn'jed lijft wand tubd and thaSKAS authm6m*Ascde Ma t ba wadfbd an acgelectrmn cmlm *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer 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 ANSIq PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro esslona 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 ANSl1TP11 Sec.2. ,For more information see this'ab's general notes a and these web sites: ALPINE: www.al ineitw.cam; TPI: www. inst.o • SBCA• www.sbcindu .com• [CC: www.iccsafe.org ri Job Number: 136DCS020 Ply: 1 I SEQN: 5394031 T3 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1 Wgt: 78.4 Ibs ._ / ... 09/26/17 7' 7 1'8" + 1'4" —i (TYP) T 12 6 o_ D C 2X4(A1) B y'3 A G=4X4 F ZH I J K L=2X4(A1) M �1 �' 14' I 114, 4' +1� Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefl U# Loc R / U 1 Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA I Ce: NA VERT(LL): -0.001 F 999 240 g. 84 / 39 / 40 / - / 12 / 168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.002 E Bearing B is a rigid surface. Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf Soffit 2.00 BCDL:5.0 psf i Bldg Code! FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 q _ g 27 0 G - H 213 26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 D - E 113 -17 J - K 87 -89 Lumber E - F 165 -14 K - L 84 -106 F - G 221 -17 L - M 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces, Per Ply (Ibs) Bot chord 2x4 SP 91 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 1j U-T 158 -48 P-O 155 -51 Plating Notes T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted.ea�� S - R 164 -49 N - L 144 -55 Wind 1 s� • V' e a b0 Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. a . Gables Tens.Comp. p' Gables Tens. Com p' z Additional Notes • nn, + �.'MW C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for D - U 115 -75 P - I 159 -72 gable wind bracing and other requirements. " E - T 159 -72 O - J 115 -75 'ems F - S 205 -83 N - K 122 - 56 " G-R 13 89 ER 40015A38fF5081BO8137F4800992E85FB This Itarnrvac xW=Nad by MwAnl W rUMaa, ?E jFi., t%e.6iitH3.:l anrlta tiRawnabcr� us�aga 53tA 8 atvihsnYscatim+�a. 3rtatadt +tas mfl33ds sisrera i,mmnotcaaui&nd;kptdand ra lad aaz6 Erse atsL3anY�atzecs�fa roust Cnarnt3(kd mtac�yrsAcctrar� smylas.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing,'and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ana SBCA) safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of Webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc, shall not be re Iponsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrrPI 1, or far handling shipping, installation and bracing of VUSSes.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The su" billty and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more Whrmation see this rnb's aeneral notes nacre and these web sites- ALPINE. .,�-. oine..com' TPI: www.thinst.cm: SBCA: www.sbcindusW.com: IM twaw.iccsafe.ora Job Number: 136DCS020 Ply: 1 SEQN: 539404 / T14 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C2 Wgt: 50.4 Ibs .. / ... 09/28/17 7' 7' C=5X6 III ZX4 14' 7' f 1 7' 7' 7' 14' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: 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 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C to M et =2X4(A1) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 / 8.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 1304 / - /- 18.0 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(iL): 0,013 E - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.119 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 I A - B 27 0 C - D 809 -738 B - C 777 -739 40 015A38 FF 5i3 818013137€48 00 99 2E 85 FB Ott Itamshxa nelactecaz�sApiad.wds"edby tAarsrcf Martfnca, T_ffi (�L, tTt.C432a2tcsrt3ic �La3eahawa'a6osm us;fl� a 5Tf&3 authcncicatime ffss9a. P°riratadcr # saftfa�dtr_cn -ata not cmieucd s$g=n =d=hd WA the WiA.•Z ba m fbd rm aar dint an,Y_ coins.. Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - E 598 -536 E - D 698 -636 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 Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise_ (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipp:nq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o • SBCA: www.sbdndu .coin; ICC: www.iccsafe.org a Job Number: I Truss 1828-Cali L LOL /DR Horton MEBB 1828-Cali "D" LL OL I City: 2 I FROM: JP H 43 / T29 / COMNI DRW: Wgt:37.8lbs / ... 09/28/17 5' 10, 5' } 5' C=4X4 12 6 c� I � (V C7 2X4(A1) B LDJ=2X4(A1) a3 A E F 1112X4 1' 5' 5' 5, I 10, 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.011 F 999 240 B 438 / 224 / 424 ! - / 134 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 F 999 180 D 438 1223 / 259 ! - /- / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 D Min B Width Re 1.5 rg NCBCLL: 10.00 TCDL: 4.2 p sf Code f Misc Criteria Creep Factor. 1.5 q Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: IFBC 2014 RES Max TC CSI: 0.282 Load Duration: 1.25 " MWFRS Parallel Dist: 0 to hit TPI Std: 2007 Max BC CSI: 0.253 Rep Factors Used: Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 C - D 780 -492 Wind Duration: 1.60 WAVE I VIEW Ver: 17.01.01A.0723.13 B - C 814 -492 D - E 27 0 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. • Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 420 -595 F - D 420 -595 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. tjot� Wind C-F 302 -416 Member design based on both MWFRS and C&C. ��rw� - Left bottom chord exposed to wind. 0V, ,-p 4 4001SA 38 FF5B88B0BB7F4900992E95F8 TM te'llk"at rn� k ,nx q: goad ;.�afadbyfn :s lMtaniass ff^E(rt..tLc. tkrTT�2�onr�adshawe at:uga5NA3 xra7S; ctstizati sxrda- �ecd et�7cs�tf �s efmrr.¢�r�turm n+at er�xic�aad ��a�+arvd s�aiad a�,d tFc sW2 entkz2km=d* m.t to viici.m ujdatmnk teylaa. "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 Campo Safety Information, by TPI and SBCA)1-o� safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall Have bracing installed per BCSI sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc, shall not be respl nsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIl PI 1, to for handling shipping, installation and.bracing of trusses.A seal on this drawing or cover page _ _ listing this drawingg indicates acceptance of pprofession. engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the�Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS020 Ply: 1 SEQN: 689053 / T241 HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1628-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: D2 Wgt 44.8 Ibs / ... 09/28/17 - ch o T r = '3 • 3' 7' 10, 3, -�- 4' -}- 3' 12 C - 5X6 D 6 to CV III /-A'F = OAI+ 3'1"12 3'6"12 3'3118 1, 1, 3'1"12 6'8"8 10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 499 1237 1- /- /- 13.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 / 237 / - /- /- 13.5 BCDL: %00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ 0.010 G - - �L) B Min BigWidth Re 1.5 q Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft 9 Creep Factor. 1.5 E Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 psf g Bld Code: FBC 2014 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. 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 It 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. A - B 27 -20 D - E 305 -689 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE B - C 304 -692 E - F 27 -20 . _ n oett _ante 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 Loading #1 hip supports 3-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind_ No 047,182, STATE OF IAA. #. 40 015A38.FF 58 81 0 BB 7F48 00 99 2€ 85 FB *;it Item been ekctr¢uSra: ¢z{inc$ mad aeatsd by Ma=,tl Martinez. PE (Z Lk.";ruizl on the dzw hownaba" wing a SHAwl zutherntxaftnetude. ftle"dcrf xrrrtlds dfxrmvntam not ennsnm. ed sxkmtd and soalad seed 04W4_- must ea dfLtd enatrysdeetmr4. =Jds.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - H 590 - 251 G - E 588 - 252 H - G 600 - 248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 102 0 G-D 105 0 C-G 8 0 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 shippingg, installation and bracing of trusses.A seal on this drrawing or cover page. listing this drawing indicates acceptance of professional engineerm responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPl 1 Sec.2. For more information see this iob's general notes oaae and time web sites: ALPINE: www.aiDinetw.com: TPI: www.toinstom: SBCA: www.sbdndustrv.com: ICC: www.imsafe.om Job Number: 4EBB 1828-Caf6D LLOOL /DR Horton /4EBB 1828-Cali "D" LL OL I WqI FROM: AH9406 / T22 /HIP_ I DRW; 09/28/17 I Truss Label: M3 t 11.2 Ibs 12 C 6 T 2X4(A1) B `t LID A D Loading Criteria (pso Wind Criteria Snow C TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: II Snow Di EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code I I Soffit: 2.00 BCDL: 5.0 psf Bldg Co Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac Loc. from endwall: not in 9.00 ft FT/RT:2 GCpi: 0.18 Plate Ty 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 "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 plf at -1.00 to 56 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 2.00 BC- From 0 plf at -1.00 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.00 Wind Member design based on both MWFRS and C&C. 4001 rdak Item asim -WARNING- READ AND FOLLOW ALL -IMPORTANT"` FURNISH THIS DRAWING TO ALL C a division of - t'I 1; or for h acceptance any structure as 2' 2' is (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W Ce: NA VERT(LL): NA B 87 / 69 / 144 / - / 64 18.0 s: NA VERT(TL): NA D 32 / 5 129 / - / - / 1.5 on: NA HORZ(LL): 0.000 D - - C 13 / 28 112 1- l - 11.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 FBC 2014 RES Max TC CSI: 0.094 D Min Brg Width Req = - )7 Max BC CSI: 0.023 C Min Brg Width Req = - Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. /10(0) Mfg Specified Camber: )' Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 13 0 B-C 6 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 E SERI&#. F5BS1B08B7F4800992E85 FB dca nsicZy0ped r0 trmaladby IWas l mz t on the dztastmem abx a'IngaSMA-1 ri"-t-baa dfbdmsaydedmror- ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing.Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary hed structural sheathing and bottom chord shall have a properly is shall have bracingg installed per BCSI sections B3, B7 or B10, )re and on the Join Details, unless noted otherwise. kefer to lsible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page I responsibility solely_for the design shown. The suitability 1. Job Number: 136DCS020 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OIL 1DR Horton /4EBB 1828-Cali "D" LL OIL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt:23.8 Ibs / ... 09/28117 C 12 6 m o to ih "v 2X4(A1) B T A D 1 t 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA, VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 I - 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.031 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft TCDL: 4.2 CreepFactor: 1.5 B Min Big Width Req = 1.5 2. Soffit: 2.00 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min Brg Width Req = - C Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 Bearing B is rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors -Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. q Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -151 Value Set: 13B (Effective 611/2013) 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 f ,41 Member design based on both MWFRS and C&C. - z NO 2 STATE` SE: 40 01 SASB FF 58 8180 BB 7F48 00 99 2E &5 FB Thititemhasbc ele }s�nad�4saa,adbyMaa mlmarunas, i. t[c.�t7tS2:j a�tth�.ic �hawmafxi ua.�g a SiiAi enf.�askrsrada. ftbud "1=4diss dw__erxcA= not czw d rasewJ=dscaled axxdttvt.�5A.3z+ahent�'accoda nutb3 erstif�lcn�etecttardc smm�ins. "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 r these functions. Installers temporary Component Safety Information, by TPI anri'SBCA) safety practices prior to performing shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing,indicates acceptance of professiona7t engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see fhis'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.org• SBCA: www.sbcindu .tom; ICC: www.iccsafe.org F Job Number: 136DCS020 Ply: 1 SEQN: 539409 / T23 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 6 FROM: AH DRW. Truss Label: EJ7A Wgt: 21.0 Ibs .. / .._ 09/28/17 2X4(A1) A Loading Criteria (psf) Wind Criteria Snow C TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA TCDL: 7.00 Speed: 160 mph Pf NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: II Snow Di EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / I Soffit: 2.00 BCDL: 5.0 psf Bldg Co Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac Loc. from endwall: not in 4.50 ft FT/RT:2 GCpi: 0.18 Plate Ty 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 "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. FA 4001 Thu hilm FE(R. W and the a alas. **WARNING** READ AND FOLLOW ALL "IMPORTANT•' FURNISH THIS DRAWING TO ALL C a division of IPi 1,ortor r acceptance any structure as 7 7' 'ia (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): NA A 270 / 79 / 188 / - / 151 16.0 s: NA VERT(TL): NA C 128 121 / 104 / - / - 11.5 on: NA HORZ(LL): -0.017 C - B 174 1135 / 95 / - / - / 1.5 HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Criteria Creep Factor. 1.5 A Min Brg Width Req = 1.5 FBC 2014 RES Max TC CSI: 0.505 C Min Brg Width Req = - )7 Max BC CSI: 0.373 B Min Brg Width Req = - Used: Yes Max Web CSI: 0A00 Bearing A is a rigid surface. Bearing A requires a seat plate. 110(0) Mfg Specified Camber: )' Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 5B 81;B0 B8 7F49 00 99 2E 85 FB d» ra yzt sad z%d=ifad'by mwwtl Martkw4 daeuaarz e�aacsr,5?nd �ttas3�rxd:�alad i�Y�¢r�f¢r�st��r3f�d rs�a�ydactmdk ON THIS DRAWING! ;TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly is shall have bracin installed per BCSI sections B3, B7 or 10, we and on the Join Details, unless noted otherwise. Refer to isible for any deviation from this drawing,any failure to build the and bracing of VUSSes.A seal on this drawing or cover page, f responsibility solely_for the design shown. The suitability see r Job Number. 136DCS020 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 / ... 09/28/17 C 12 6 Ce) O IJ7 2X4(A1) B co CV � 4"3 L A D 3' 1'J. 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R ! U / Rw / Rh / RL / W B 193 193 / 202 / - / 86 13.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 133 / 73 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 50 135 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ 0 003 D - - ( )TL:- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.6 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.071 C Min Brg Width Req = - Bearing B is a rigid surface - Spacing: Spacing: 24.0 " C&C Dist a: 3.00 ft RFactors Used: Yes P Max Web CSI: 0.000 Loc. from endwall: Any 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. VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber A- B 27 0 B- C 29 -105 Value Set: 13B (Effective 6/1/2013) To chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) P Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "138" uses design values B - D 0 0 approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C. - Left bottom chord exposed to wind. *v' u TAT E OF 40 015ASS Ff 50 8180 BB 7F 48 00 99 2E 85 FB x�tctfer:�r�aata�ats�us' tradsladtvtind�rtz, '�t$L.tfc.�t7z9ijac�Y���a�s.�'hxavrr�¢sa�ai�assst�<�. dsaet3satkes:.rr9c. handcTiascf6kduy=wAay not cunsf.imdApwizAmlad. and ahw.!D %-au tantkat€emmdamwtby�dfbdCAtea!=trark' !df.. —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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rigid ceilinY, 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 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! fPl 1, or for handling shipping, installation and bracing oftrusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pro�essionat engineer responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr more infnnnafinn see this inh's neneral nntes nape and thew. weh sites• At PINP wnvw_alnineilw corn, TPh wwa.tninst ora SBCA: wwwskindusttv.com: ]CC, www.imsafe.ora IJob Number: 136DCS020 I Ply: 1 SEQN: 539413 / T16 / JACK .1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt 16.8 Ibs / .. 09/28/17 A 2M(A1) B 1 A� Loading Criteria (psf) Wind Criteria Snow C TCLL: 20.00 Wind Std: ASCE 7-10 Fig: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: II Snow Di EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / I Soffit: 2.00 BCDL 5.0 psf Bldg Co Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac Loc. from endwall: not in 4.50 ft FT/RT:2 GCpi: 0.18 Plate Ty 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C e try raa ki - **WARNING** READ AND FOLLOW ALL '"IMPORTANT** FURNISH THIS DRAWING TO ALL C icaoie. Apply plates to eacn Tace or truss ano position as is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc conformance with ANSI/l PI 1, or for handlingf shipping, ii this drawingg indicates acceptance of pro essiona e m of this drawing for any structure is the responsibil C 2 ch O � CV M D 5' 5' 'ia ft,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): NA B 263 / 96 / 208 ! - / 129 / 8.0 s: NA VERT(TL): NA D 90 / 13 ' 170 / - / - / 1.5 on: NA HORZ(LL): -0.007 D - - C 119 / 93 162 / - / - / 1.5 HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 FBC 2014 RES Max TC CSI: 0.309 D Min Brg Width Req = - )7 Max BC CSI: 0.182. C Min Brg Width Req = - Used: Yes Max Web CSI: 0.0 Bearing B is a rigid surface. Bearing B requires a seat plate. 110(0) Mfg Specified Camber: )' Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 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 WMALA' 5B IRI 80 BO 7F4E 00 59 ZE 85 FB wrmkaf led W.'dualedW FA*""d PAartS F. , rt data ahuinnabx tainga 514&.1 de0.rr...= hrACsral rrdd radMds led riira4ta�sc da rra�t �m aec8€a�rac sm��ectiara�. . ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building Mertorming these functions. Installers shall provide temporarrvy d structural sheathingand bottom chord shall have a progefly is shall have bracingg installed per BCSI sections B3, B7 or 10, rve and on the Join Details, unless noted otherwise. kefer to tsible for any deviation from this drawing any failure to build the and bracing of trusses.A seal on this d9awmg or cover pa� 9e d responsibility solely_for the design shown. The suttability, Job Number: 136DCS020 Ply: 1 SEQN: 539412 / T17 / JACK I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 09/28/17 C T M O � � r 2X4(A1) B Zf) N A D 31 1 3' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udell U# Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - 186 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 /41 /- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 130 ! - / - 11.5 Des EXP: C HORZ L -0.003 D - - ) Wind reactions based on MWFRS Code / Misc Criteria .00 NCB CLL: 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 BldgCode: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: &00 fl Rep Factors Used: Yes Max Web CSI: 0.000 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: 16.01.00F.0504.20 Ch d T C Ch d T C Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Ell sm- 40 01FF5891,80BO7F4800962€85FB i0tttitcrsihsectresre mle� %x.�,nmdat�sealad trg �9Ntartt+i�y '?E f�L, t�.�'4Tttt2! cr tA�aa2� siwwn a64vn w.�r3g a SNA•2 .. aS�kfenMca3&:asn. a htndcVnrdttitd rss", not cerWdored*nedmd sealad aadthe SRAzaAcndcnizncsxianwtbewdfbdrmamyedectrnrs- =rArs. or s ens. omp. or s ens, amp. 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 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 pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp �Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 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 professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2. ,For more information see this job's general notes page and these web sites: ALPINE: www.al ineilw.com• TPI: www.tpinst.org• SBCA: www.sbcindu .com• [CC: www.iccsafe.or IJob Number: Truss 1828-Cali" L LOL /DR Horton /4EBB 1828-Cali "D" LL OL I yCity: 4 ygt 11.2 Ibs I FROM: AH 410 / T18 / JACK I DRW: 09/28/17 I 4"3 _L 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 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 Al Lumber value set "l36" uses design values approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C L0; 0 2 2X4 C A1)B LC) cM D M O c� 0 Snow Criteria (Pg,Pf in PSF) Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Lumber value set "l36" uses design values approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C L0; 0 2 2X4 C A1)B LC) cM D M O c� 0 Snow Criteria (Pg,Pf in PSF) M O c� 0 Snow Criteria (Pg,Pf in PSF) Def1lCSI 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): NA B 150 177 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 I - l - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 NO 047102 e - s . asp 40015E FF5B81BOBBIF4800992E&5FB r%aii iSstssaiseskreefaakzCra §t Sp E ad ueaindW riaawA Marti3t a, ?.ffL. Lfc.94imal anLhe date &haw%abx m U%&18 a SHA4 awd Hic mpim "WARNING— READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of rfPl 1; or for h acceptance any structure as dyad sstaad z�ml�d .vedf§cC ra�amy�sclrar� ON THIS DRAWINGI TORS INCLUDING THE INSTALLERS I bracing.. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporarryy ,hed structural sheathing and bottom chord shall have a pr)pefly is shall have bracing installed per BCSI sections B3, B7 or BB10, ive and on the Join Details, unless noted otherwise. (Zefer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page. responsibility solely for the design shown. The suitability luiidino Designer oer ANSI/TPI 1 Sec.2. Job Number: 136DCS020 Ply: 1 SEQN: 689045 / T20 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 09/28/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4"3 V Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 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 "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 12 6 � C 2X4(A1) B n �- 1. J. 1' 1' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE -F T CM O L0 T- T" Defl1CSI Criteria PP Deflection in too Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Creep Factor. 1.5 Max TC CSI: 0.163 Max BC CSI: 0.014 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.01.01A.0723.13 No c� 72': M 40 015A 98 IFF 5B 81 B0 BB 7F 49 CO 99 2E 85 FB 3kzlt ltet"irasbccas cisctredca35.pedaxd ssaicd by i Martncg P£ 4FL. Lk. r471S2{ omit& dal& ;haw" abaw trki; a SHA4 scrtitaPkr9�Sm meted capiasaftPk dwm=c=znv notcamddsxad%nvs'=4 sealed w%d*&ARA-a ent`k—Aw code oast tnvtdfW m acydi lmnk caPlas:. c?) III ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 89 / 157 / - 142 / 3.5 D 11 /2 /10 /- /- 11.5 C -14 /25 122 /- I- I1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 27 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricating, handiin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temposry bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have hracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherv✓ise. f2efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professlona engineering responsibility solely for the design shown. The suitabrirty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS020 Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 09/28/17 43 A VY 9'10"1 3'7" D 4.24 p oF3X4 C v � h M � d' B 1112X G4 =5X6FE Loading Criteria (pso Wind Criteria Snow C TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: II Snow Di EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / I Soffit: 2.00 BCDL: 5.0 psf Bldg Cc Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac Loc. from endwall: not in 4.50 ft FT/RT:2 GCpi: 0.18 Plate Ty Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC- From 0 pit 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 pif at -1.41 to 4 plf at 0.00 BC- From 2 pif at 0.00 to 2 pif at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 4001 rkitlrar:s "WARNING" READ AND FOLLOW ALL -IMPORTANT"" FURNISH THIS DRAWING TO ALL C cable. Apply prates to eacn race or truss ana position as Is 160A-Z far standard plate positions. a division of ITW Building Components Group Inc. shall nc ivi i,orTor nan acceptance of any structure is 1"4 37 61 1 1"4 97"4 911 ria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in roc Udefl U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): 0.015 G 999 240 B 330 / 208 / - /- /- 110.6 s: NA VERT(TL): 0.034 G 999 180 E 385 / 175 / - / 0 10 11.5 on: NA HORZ(LL): 0.004 F - - D 29 / 14 /_ /_ /- / 1.5 HORZ(TL): 0.010 F - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 Criteria FBC 2014 RES Max TC CSI: 0.241 E Min Big Width Req = - )7 Max BC CSI: 0.326 D Min Big Width Req = - Used: Yes Max Web CSI: 0.2 Bearing B is a rigid surface. Bearing B requires a seat plate. /10(0) Mfg Specified Camber: )' Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Camp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 s 5B 81BO BB 7F49 00 99 2E 85 FB :tronkdO(*n4d=1 x lad 6y Betararel Marttac3, tht daft .4i wl a ma hl;a SH 3 aasYhanfka9imsc�9n must 6a �arif�:.ian aaTt?atactma�" . ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary •hed structural sheathing and bottom chord shall have a properly s shall have bracingg installed per BCSI sections B3, B7 or B10, ive and on the Join Details, unless noted otherwise. {2efer to isible for any deviation from this drawing,any failure to build the Ind bracing of trusses.A seal on this drawing or cover page I responsibility solely_for the design shown. The suitability Job Number: 136DCS020 Ply: 1 SEQN: 689055 / T25 / HIP_ I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1 B28-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ3l- Wgt:16.8 lbs / ... 09/28/17 C 77 n L 2X4(A1).B co -3 A D 4'2" 3 AL 412113 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 84 / 45 1- I - ! - / 3.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 64 148 / - / - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D D 28 /- / 7 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.002 D - �) Wind reactions based on MWFRS Code / Mist: Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 1.5 B Min Br Width Re 1.5 9 q = Soffit: 2.00 TCDL: 4.2 psf BCDL:5.D sf Bldg Code: FBC 2014 RES 9 Max TC CSI: 0.091 C Min Brg Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.052 D Min Brg Width Req = _ Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ItRep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)110(0) Mfg, Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" 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. No �Swi� OF ell 40015AMFF5B81BOB137F+ 00992E95FB xiaixXrls fadhyv4 d m4rthwm- fit. LkX4n32tgicr [ i� s#aie.ahuvaaate:Y.e among x s7ais Y. ;�:a2iarticxa zzx�u. acted ccyF�ftit�k ei« sr�cr�a}vd siynasz tea$ tested �c#ims bsa5hen�caSsz°z�saxlemwr�x rcr#fasi-�amgr�etrarsY raa�les:. A-B 9 -6 B-C 21 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an9'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or p10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawihq any failure to build the I., in conformance with ANSI�I PI 1, or for handlim shippin0, installation and bracing of trusses.A seal on this tlrawmg or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this q"awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnre infonnatinn see this iatk oeneral nntes nacre and these weh s0es- .ALPINE, wLw✓_alninedw_corn, TPI: www.toinstorn: SBCA' www.sbcindushv.com: [CC, www.iccsafe.ora • Gable Stud Rein- orcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 17r, 120 mnh Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace Id (1) 2x4 'L' Brace 0(2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace N (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' US U P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14" 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14, 0' HC ' l i Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' il' 9' 6' 10' 4' it, 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 1 9' 7' 12' 2' 1 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' t0' 11' it, 8' 14' 0' 14' U' cu D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' ia, 11' Ill 8' 14' 0' 1 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' It, 9' 8' 10' 4' 13' V 14' 0' U :p _ S P F #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10, 7' Ill 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' UP H Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 1 8' 11. 8' 8' 10' 5' - 10' 10' 12' 8' 13, 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13, 11' 14' 0' 14' 0' 14' 0' QJ D F L #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' it, 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' t0' 6' 10, it' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, It, t0' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ X U O I H F Stud 4' J' 8' 2' 8' S' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 41 7' 7' 0' 7' 5' 1 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 111. 5' 1' 8' 5' 8' e' 9' it, 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' e' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d 03 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .--t D F L Stud 4' 9' 7' 4' 7' 10, 9' 8' 10, 1' 11, 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standnrd 4. 7' 6' 6' 6' 11' 8' 8' 9' 3' Ill 6' 12, 0' 13' 7' 14' 0' AboutiC - able TrU"5s ➢iagonal brace option, T vertical length may be doubled when diagonal is, brace Is used. Connect L I diagonal brace for 6004 'L' -ll- ot each end, Max web Brace total length Is 14'. 3IE3iE 2x6 DF-L #2 or I better diagonal T 1 Vertical length shown brace' single 8, In table above. I IIII or double cut L 1 45' (as shown) at upper end. IPT Connect diagonal at midpoint of vertical web. �. i�ttw..-. Refer to chart above for ",t�aiY �, > d ng -VARNDU;M- READ AND FOLLUV ALL NUITS" ON TWS BRAVING -DORTMIT- FURMW TWS DRAWING TD ALL C@RRACTINS MMUDM THE ItSTALLERL - -�i. AQ �GE .A :. Trusses require extreme care In fabricating, handUng,-shipping, Installing and Ira�g RaPert-to and �\'N_ i�" u foUoe the latest edition of BCSI (Budding Component Safety Information, by TPI and S-BCA) for`,safery practices prior to performing these functions. Installers shall provwe temporary bra dng per SL Unless noted otherwise, top chord shall have properly attached structural sheathing ontl bolt chortl shalt have a properly attached Id cellIng. Locutions sham For permanent lateral restraint of webs shalt Fmve hrochg InstaUetl abot sections $3, B7 or 810, as appticobte. Apply plates to each face , li 1 rI 11LII=-J'iJ per aF truss and F=tlon as shown above and on the Joint Detatts, unless noted otherwise, Refer to drawings I&CA-Z for standard plate positions. T' �IJ AN (TW COMPANY Alpine, o division of ITW BWlding Conpments Group Inc shall not be responssnte far any deviation from tHs drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handtuig, shipping, ra hstatlation 6 bradng of trusses. s PP33 g I f, 6.P„ T'l 4 4�9 A seal on this drawing or cover page Usting this drawing, Indicates acceptance of professional ergheer4g re ty solely for the destgn mown The sultabdlty and use of this drawing For on strueturels the responshditY of' the Budding Designer per AtSVTPI 1 Sew�� y y\s vy Vol \�\ 13380 Lakefrenf Drive information b e.Ya?9ke.pR;rIfiPI*\Ht\\ Earth City, MO 83045 For more sea thle Jo�'s general notes'pn�eti ntl theweb sites site..,. �.".. er pan ...,, .a..n+. �...t ittes ,..... w Bracing Group Species and Grades, Group AI S ruce-Plne-FIr Hem -Fir #1 / #2 Standard #2 1 Stud 03 1 Stud #3 IStandorclj ➢ou las Fir -Larch Southern Pinexxv #3 113 Stud Stud Stnndard Standnrd Group BI Hem-FIr #1 S, Btr it Dou las Fir Larch Southern Pinewww #t #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11 values maybe used with these rases. Gable Truss Detail Notesi Vind Load deflection criterion Is L/240. Provide uplift connections for 75 PIP over continuous bearing (5 psP TC Dead Load). Gabte end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. )K For (1) 'L' bracer space nails at 2' O.C. In 18' end zones and 4' ac. between zones. )K)Wcr (2) 'L' braces, space nails at 3' o,c. In Is, end zones and 6' o.c, between zones. bracing must be a minimum of 80% of web member length. Galole Vertical Plate Sizes Vertical Len nth No Splice + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 01, but less than I!' 6' 3X4 Greater than 11' 6' 4X4 TOT. LD. 60 PSF SPACING 24.0' Gable Stud Reinf orcement 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 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑re 1Pn mnh Wind Snood. 3A' Moan Hnlnht. Partlnity Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2.4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace x (2> 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' P. 11' 7' 12, 0' 13' 9' 14' 0' US P F u #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' t' 11' 3' 11' it, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' B' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Il' it, 13' 7' 14' 0' O �I F Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13111 14' 0' Q% _j S P #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12' 2' 13, 111 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12, 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' It* 8' 9' 9' 1' 10, 1' 10, to, 13' S' (U I D fl� L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 91 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' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' +> S P F #3 4' 0' 6' 7' 7' S' 8' 4' e' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' B' 4' 8' B. 9' It, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10, 12, B' 14' 0' 14' 0' rij #1 4' S' 7' 3' 7' 6' 8' 7' 8' ''' 10' 7' 13' S' 13' il' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8'' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' I,JDDFL Stud 4' 1'S' tl' 6'4'7' 11' 8'' N5'101 t0' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5'7' 7' 0' 7' 10' 2' il' 0' it' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8'2'9' 4' 9' il' 6' 14' 0' 14' 0' 14' 0' 14' 0' d SPF #3 4' 5' 7' 7' 8'1'9' 2' 9'' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' U u Stud 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, IS' tt' 5' 14' 0' 14' 0' 14' 0' 14' 0' O �I F Standard 4' 5' 6' 6' 6' 1V 8' 8' 9' 3' 10' 11' 1r S' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 8' 7' 11 8' 2' 9' 4' 9' 8' 1 11' 1' 1 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' V 9' 7' !1' 0' 1 11' 6' 14' 0' 14' 0' 14' 114' 0' 0_1D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stnndard 4' S' 6' 1' 6' S' 8' 1' 8' 7' 10' 31' Ill S' 12' 8' 13' 7' 14' 0' 14' 0' Truss Diagonal brace optioro vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web total length Is 141. / 2x6 DF-L #2 or better diagonal 'r Vertical length shown brace) single 8, In table above. I or double cut X 45• (as shown) at L 1 upper end. j r, ntinuous Bearing Connect dlagona at I 1111111i11 mid olnt of vertical web. Refer to chart above for max glab`tse ri(NA{ leng —VARNV4G- READ AND FOLLOW ALL NOTES ON THIS DRAWING ,� T fG ..o"TANT.. Fl1RNISM THIS DRAVMG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, hstalling and brachg. Refer to and Folio+ the Intact adtion of BCSI (Barka Component Safety Information, by TPI and SSCA) far safety���� practices prior to perforning these functions. 1-1.1lers hall provide t—par-y brndng per BCSL Unless rated otherwise, top chard shall have properly attached structural shaath1ng and bottom chord Z NO shall have n property attached Ngld cellmg. Locations shown for permanent lateral restrolnt of ebs � shall have -bracINr. InstaLLed per BBCCSI secdoa- the 87 or BID, lls wpphcabno Apply plates to each face = (j III��II1lUJl�r—�1�I of truss and pa loon as sho+n above and on ttw Joht DetnYs, uMess noted otherwise. Refer <o drawings 160A-Z for standard pWte positions, Alpine, . division of ITV D.Roing Components Group Inc. shall at be responsible for any tle"IAtbn from ATE OF AN ITWCOMPANY tH. craving, any failure to bWld the truss 1, conformance with ANSI/TPt 1, or for I ndli a. shipping. :.0 installatlon L bracing of trusses. 9 � (j A seat - this d-..Ip or cover page Ustbg this dra+hg, Indicates acceptance of professional . — to R l " `r engk-eering responsaiDlty solely far the design sl om. The sultabWty and use of this drawing fa anY stn _ Is the respora"ty of the Binding Deslgner per ANSI/TPI I SeCE . ,. r acino Grouo Soecles and Grades) Group AI S ruce-Pine -Fir Hem-Flr Standard #2 Stud 03 Stud 03 Standard Do u Ins Flr-Larch Southern Pinexxx 03 #3 Stud Stud Standard Stnndard Group BI Hem -Fir 01 4 Btr #1 Dou to s Flr-Larch Southern Plne... #t 01 02 02 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Galole Truss Detall Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load Prom 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails, )K For (1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' ac. between zones. il(il(For (2) 'L' braces- space malls at 3' o.c. In 18' end zones and 6' ac. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Len th No Sptice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than l2' 0' * Refer to common truss design for peak, spllce, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF Each City, MO 63045 ALPINFar mo pinvltw, omi TPL evw.tplsb'sg oneraI..t vsbclpndustryarthe" o eb Sites, afvarg /„r¢Qfbifil -�`!MA , 1S4a4'2a MAX. SPACING 24.0' Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Exampled ZX4 2X4 2X$ or �( U brNo ace brarequired cee requirere d t. I I In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nails, 10d Common (0.148'x 3.1,min) Nails at 4' o.c. plus (4) malls In the top and bottom chords. Rlgld Sheathing Toenalled Nalisl 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4 Naltj (4) toenails In the top and bottom chords. Forcing wind load. rmber ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Gable Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4 I A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detalt for maximum unrelnforced gable vertical length. Ceiling 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nalt - ar - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace 'T' Relnf. 'T' -Mbr. Size —Increase 2x4 30 2x6 20 Examptei ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP k3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' lUl�\\IJI ����1\ O� AN RW COMPANY =9Lakef=tDrive �dhClly gOgp�r INVARNBAM" READ AND FTLLOV ALL NO= ON TIDS WAVDICd wwDEWTAIff" Fl1RM TM MAWDU TO ALL. conRACruls DIMUMM Tie OISTALLFRS. Trusses require extreme rare In fabricating, handling, shipping, installing and bracts Refer to and fottow the latest edtian of aesl lbnaag component Safety rmf«matlam by TPI aroi SBCA) for safety practices prior to perfomJng these functions. bnstalters shall provide tenporary br d�p per BCSL lkuesa noted otherwise. top chord shalt have property attached stru<wat sheatMrlgannd batten chord shall have a properly attached rig ceaFg4 Locations shown for pervenent lateral restraint of webs shall have nd si Installed per abo sandctlonsan th DT or Det is opptko ra Apply ptatea to each fats of truss andsltlan as shorn above onpldn� t.bNt DetaRs, unless noted otheMse. Refer to drove 160A-Z for standard Alpine, a division of ITV Building components GroupInc shad not be responsible for any devlatian from this drawlrlp, any fGKUre to build the truss In confornarxe with ANSVTPI 1, or for handUng, shopping, Installation L bracing of trusser. A S<al «n this drawer or �.r pape I�+p this drarilp, il�tes acceptance aP professional wn�'300 a0 yso4l for design shown The wag ; �y serr+ctlrre tlne resparnibRdly of iix fAdidtng Deaigmrgramr � AIrS�I .— 1 see For more Information see this job's generat mates page and these web sites. PINFJ ALwwwAlWh@IL1I.0011t TPD www.tvkmtArgl SWA1 wwwSbcirdust`vom ILCI wwwlaccafe.ora ,,,•,,,,,Q ` �,il,,.....,, 91 ,g,, _�*'9?rr41gC 5 >, w, do 047162 t- =* = c�h '� :�� %IA- STATE OF ry, ,•�O.a�t a` ��`'S,li€jaiq BAD ; am��v ....d.: --'- -- , d- MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014_ BUR, FAC. ANY MAX. SPACING 24,0° Hip Frame Details Frame Hip B W4X4, Min, —' __ -- Common W1,5X3 24' -'-- Typ. T es Typ, Stepped Hip Sys Trusses 2x4 Purlins 2x4 Chords #1 Hip Setback] n J c Pitched and Sheathed Chord Area Hip ex ______ ----------------------- --- / B Chord Bottom Chord o- Attach W3X4, Min, hip frame to flat chords of stepped hips at all. overlapping points with (2) 0,131'x3.5' nails W3X4, Min, )K Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c• maximum spacing, Hip frame stops at jacks to maintain plumb cut of pitch continuity, Section B — B Hip Frame Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip purlins must be intact and properly attached, Setback System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, Hip frame Is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30 Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hIn,%%f��4�►���bwrlins, oA,PIRTN"" FFFUMM TITIUS I)RnvWM MM TU°AWLL CMTRACTials na M� L=ALFas. @ �GENs,1��i REF HIP FRAME Trusses require e.trerur can In fabricating, handUng, sNppft, b,stalBng and bracing• Refer to and DATE 10/Ol/14 fallow .the latest edltlon of BCSI (Bustling Canpanent Safety InfoYMtion, by TP[ and SBCA) for tofety No praetkes prior to performing these functions. Installers stall pravlde temporaryy brndng per BCSI. = * - DRWG HIPFR1801014 Unless noted otherwise, top chord shag have properly attached structural sheatNng and bottom ehortl shnU have. a properly oStachatl r itl cesbig. locatbns drown far pernonant lateral restraint oP ebc, _ ^� chaLL have bradn0 Installed per abo sections the J or Beta as uhtessbno Appty ptutes-II. to each face of trues and ppoot tbn as shown nbave and on the Jo nt DetaNs. unless rated atr er. sr. = S A (E Refer to drawblgs IBBA-Z for standard plate postttons. -Q OF Atpbrc, a dvbbn of [TV Bustling Components Group ine shall not be esponsbHe for any aevlatlon iron AN ITW ODMPANY tNs drndng any fa.— to busd the truss In conformance with ANSI/TPI 1, or far hand ng, sPjppft, � O oP. � Mctnllntion L bracing of Irucses. 1 A seal on this droving; or cover page Usisbm this drawing, Mcates accepSance of Profoselwal q, - �respon tt! sdAly de tTle Bpi.— Th. .ItteWtyAt�d I f this d-•r„ f� g �'1;� �`�`` for an a tore Is tiw rem L'47"i• {AdN nM LLLCw t 33ti9 La"'onl Odva far here blFormatbn see th's job's general notes pnga and these weld sites. /yt'eed •�l'l,Tttt�t Earth City MO 63Ud5 ALPINE. win IpbiWtw.con) TPA wwrtpeistargl SBCJu wrw.cbchtlustry.Orgl ICd wwwlccmfeorg w e U Valley Detail - ASCE 7-10: 160 mph, 30' Meah 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. *)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, 12 3X4 12 Max, 2X4 X4 1 8-0-0 max --I 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, sane species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c, or as otherwise specified an 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', Pitched Cut Bottom Chord 10 2X4 4X4 Valle Tr Spacing Square Cut Stubbed Valley Optional H 2X4 b__ SQa VaU 20-0-0 (t+) - 1 - rur out r r-ur1jrq at 2 ' o.c. Plan Supporting trusses at 24' o.c, maximum spacing. ' apunuluuurrr IUVARNBI - RPJIB NO FIXISM ALL te1TES UN TM BRAVRQ / oplDDRTAfffd FTA3ltpi raS ON1V06 ill ALL CDNTRACTiRS tlu.unn+G 7xE BVSfAILtRS. .����� AI��.'o TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require e.trere core In f.brk.tkp, hvc!Ul g, sKip&g, Inatolling and brodng. R.Per to antl r4 r ,+ Folks the latest edltl- of SCst t LA.Rng C.nponmt S.fety Informtf-, by�TPIorand BCA) for per BCSLy"t`° ` `ei`t . C DL 20 15 7 PSF DATE 10/Ol/2014 11,1 t e- prior to ,L,,, top the" f 1 haves. Inatnuerw h.the yy _ .� $'C_ DL 10 10 10 PSF DRWG VAL160101014 Unless tetl Property A top chard shall have properly wto—fo .,.actin. z terat p an bolt.. chord shoU have a properly attached NBItl celW.g. Loc.tbnz sham for pernanertt l.bral reztrolnt of ebs Fl -; wll have brat Instatted per SCSI sectlo s B3, B7 ar PLO, as o W able. Apply plots to ..eh face P d 11 �� of truss and pawl.. a. sham above and an the .wht Betas, up .m noted atMMsa. = ; �. C LL 0 0 0 PSF 1L R.Far t. dra.ings I6bl-2 for t—d.rd plot. P..Mons. Atphe, a mwwan of Iry Bandruss Conpone.ts crop 1— sh.R not be resp.n.U. Por a.y deviation fro. rawin- TOT. LD, 60 55 57PSF AN [Twoo PANY this dg, any Fat ure to but the t1. con ornanca with ANSI/TPI 1, or for he no, zhlpimg, — Ia rF. OF Installation L brachg of trusses A seat on this dro.hp or cover page Bwt this d-adng, kxdmtes .cceptonce OP profesSIVA wn rky re solely Far' the del sham Tne suttabuty .rd us. of INS dmvkV �� ti �i f^t t / UR.FAC.1,25J1.33 1.15 1,15 for e W e structlr k the respanc�Plty of the BWrdng Beslgner per NSVTPI I Sect. /��•.` • �- rT 1 �`6 1338E L.k.1=1 Drive `• c` SPACING 24,0' E.M City, MO 63046 For .ore hPormtlon see this ,pb's Be—.( notes pnge and tMso web skes �� f ��Ai \``� ALPINE. wewabkilt—on, TPIr eesto6lskwn, sBCA, wwe strvaro, ICO wew.k—Fears J,. L o lio , , . G42. ME Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 Ft Mean Hgt, ASCE 7-30, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or, any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detall Is not applicable If cup supports additional loads such as cupola, steeple, chimney or drag strut loads, xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A ' Purlin Spacing = 24' o,c, or less Piggyback cap truss slant naRed to all top chord 12 purlin bracing with (2> 16d box nails (0.135'x3.5'> and secure top chord with 2x4 grade scab o 12 C1 side only at each end) attached with Up t 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' Spacing = O.C. max 1—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between, Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0135'x3,5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I I I I ( I I /� 1 1 LA- C.C. maxFu . Top Chord Scab (Typical Each End) Choll Flat top chord purlins required at Depth both ends, purlin 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. T)a�3jiJiilljJ oW/Wt@16ew REAR AND FOLLOV ALL 11liTES W THIS BRAVING v�\\ fff�: ..1lQ'Q2TANTe. iIfIHISH THIS IIRAWDG To ALL CONTRACTaM UXLLMMG THE INSTALLERS. (y '1 Trussos require extra.. core In Fobrlcatklg, handong, sHppma, Instntft and brmcl% Refer to folio, the latest e, of 111 11, Co.ponent Safety Informttan, ay 11 and III for -11, pmLtices prior to perfor.b+g these functions. Installers shop provld. t..porary brncing p.r BCSI. V Unl cs noted otherNse, top chord shalt hove properly attached st—t—t sh..th4g and bottom 'hard shall have a properly attached M01d telling. Locations shorn for permanent lateral restr Int of .ebs = �. d �� I� shall have braclrig Installed Per BCSI sections the J or 8[0, as applicable. o Apply plates to .oath face IIIICI_—, of truss and cvlrQ inn as horn above nd on the Joint Me,Details, Mess noted therot" R.Fer to dra.nps 160A-2 far standard plate posits n Alpine, a r9visbn of ITV Bu1tdU�p ConponMt6 Gro 1nG shall not be responsible for any tlevb.tlon Fron 3 "0 1. AN rrWMMPANY tNs drv.tnp, any fa8ure to baud the truss In can ormonce rith gNSI/TP! 3, ar for ha shlppVg. L '��cor Instollotbn L bradng of trusses, y A seal on tMs drnrhg ar cover page llstinp ttds dra.Yq, InAcntes acceptance of professfortal d ,y englneerYg responsa,ulty sdely for the design slam. The sWteblUty aM use of ttds droeb� J�gf td � I � � �(� For any structlre Is tlm respor�Otlty of the �mng Bes!gner per ANSI/iPt 1 Sec2 Aa 13389 Lakefront Drive Earth City, MO 63045 anrc� Wore f�rnotlor�ee this ,loh•s gene^al natea^p?ge` M thvi�rweb siteace.,.., p'rAi�•©A) CA,17i• .•\\i Attach purlin bracing to the flat top chord using (2) 16d box nails <0,135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the followingf (1) 3X8 Trulox plate attached with (8) 0.120'x1,375' nails, (4) Into cap TC 6 (4) Into base truss TC or 0) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods! Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o,c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach a 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) in base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 1112, full chord depth scabs (each face). Attach 2 8' o.c. with (6) 10d box naps (0.128'x3') per scab, (3) In cap bottom chord and (3) in base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28P3 wave pigggyback plate to each face @ 8' o.c. Attach Eeeth to piggyback at time of fabrication. Attach to supporting truss with (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 •, e 001t1111ltlrrr/rry;� nNl�dd$ @�°e ft` J C) to, H.,o•ados.nr,,. oar ra.at�»swwoga•... alas IH,o3sada•,.,'Idl luoo•,SMudla,,• 13NIdly `�9 q V +�� •ae;ls ga. nay? puo a0od salon 7weua9 s,qo(' s!yy aas uopouuo;�q auou .10! 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This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no More than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail, (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S we L L 4' o1c Typical ~ + o + o + o + o o + o +\11�_O+ o + St2' Stagger + = Back Face 10d Box (0.128' x 3', min) Nallsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered 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 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 0 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2530# 2930# 3210# Web or Chord 2x6 �2471# 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# 1 6095# j 6660# "hum L Distance —WARNINM- READ AND FOLLOV ALL NOTES ON THIS DRAYD7t9 REF MEMBER REPAIR s.DIPORTANT- FUR)DSN THDB DRAVW TO ALL CONTRACTORS aCLU M THE WTALLERS. is hEAI 'r°` Trusses require extreme care In fabricating handling, chippblg, insta114.g and bracft Refer to and L . �'1.! ,YS ,.y 'follow the latest oditlon of BCSI Ouarsna Conponent Safety In ornotlon, by TPI and SBCA) for safe � r DATE 10/01/14 practices prbr to performing these functions. Installers shoU provWe temporary bracing per BCSL NO, Unless noted otherwise, top chord shall have property attached structural sheathing and bottom char DRWG REPCHRD1014 shall Mve a properly attached = c.Aft, Locotlons shown For permanent laterol restmht of webs snail have bracing Installed per BCSI sections B3, 87 or BID, as applicable. Apply plates to each face a I I 1L_Jlo of truss nntl oosltlon as shorn ¢bare and on the Joint Details, unless noted otivrrlse. i�f I IL�IUr� Refer to airnrtnps 160A-Z for st"ard plot, positions. E OF Alpine, a dlvlsbn of RV Building Canponents Cmoup Inc shall not be responsible for any devlatbn front' 2 AN iTTWCOMPANY tNs drawing any failure to blAd the truss In conformance with ANSI/TPI 1, or for har�g, sNppVV, ��//ff tq i-tnllatron L bracing of trusses. 0 A teal on this d-awY a or cover page Uetbg this drawing, indicates acceptance of professional °°„ X S, engheerYg respensm4lty solNY for the design shown The s%Atabliky and use of this drawing / 133R9 Lake!ronl DrHe for any etrictwe is the resparistSWty of the BuAdVig Designer per ANSI/TPI 1 See2Irv)' \\\\\, 1338 Cak fa lD-e ALPINE-rralplInfor omtl TPiee t" Job'. general notes pngo and tines& ern ccoFearg /'/yfy�„N"Lt�1 tit\\t SPACING 24.0' MAXI p oral SECA. wrr.cbcindustr r STANDARD BOTTOM CHORD FALSE FRAME DETAILS L 4' 0. OC MAX. LENGTH TOTRIM ILLER f EXISTING FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY AP_P-LIED TO-FL-A-T—BOT-TOM— TTOM 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' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS ainTrn ❑N THIS SHEET T USE THIS DETAIL F❑Ri 1CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF 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'-O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), ssVARtMiV. READ AND FM.LLV ALL NOTES ON THIS DRAV00 sstlPQ WIss RMSH TNHS MAVINO M ALL Wi1PAMM VCLADBiG THE INSTALLERS Trusses requ're ..trene core b, fabrlcating, handling shlppi!g, butnith and bracing. Refer to uW folio, the Wiest 11 of HCSI ®umm�g Component Safety If, —I, icy 11 1 Sll for safety practicas prior to performing these functl.n Inst fters shall provlde to brnMg per HCSL ecc noted othereice, top chord shall have properly attached structf,.l she. n0 end botton cho shall have a properly attached rMkl ceMng. Locations shosn for permanent Intern( restrolnt of reb! shall have brndrg to tas per above sections the J or Data.. .. ordel bno d ty plates to each face 11N II I (_I I of truss abr pedtbn as sho.n nhovn and an the Joht DID, as uHecs te. A othereise. Ire Refer to drashgs 160A-Z for stondwd plate positions, Alpine, . dvision of ITV Buldlnp Components Grow Inc shall not be responsUe far any devihtlon Fr AN HW COMR NY tWs drafring any Fanure to bdtd th. truss 1. conF' rn — skh ANSUTPI 1, or for h..dWng, sHPpbn& bfstallatbn � bracing of trusses, A seal on tNs drn.bq or cover page Ustlng this draebfg, bukates acceptance of professional for responslMlty solely Par the design .h.— Th. s AtWA ty oM use of tNs dm.kv 133BO Lakefront Eli" nail la rife respomsWNtY of the Bonding Betlgner per ANSI/iPi I Sec?. Earth Cily, MO 63045 For more I.Fornatlan see this Job's General notes page and these seb sltes' ALPgE! ese.alolneite.cov TPII m.toinstorof SHCN ree.sbclndustrva ICO seeJccsafe.aro EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 i`` 1. 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