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Home My WebLink AboutTRUSSRANEY COMPONENTS aitey 19900 Independence Blvd. 10 Groveland, FI 34736 Ditponeas, LLc one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 ILL Cover Sheet Order # JOB # 136DCS010 Printed: Tue, Oct 24 2017 /VU 111 J U11114111 MI G Address: FOR Name and License Number. :comer Name: Creekside Lot 10 1 Horton 3138 Tidewater Cir :cript/on: City, State, Zip: BB 1828-Cali "D" LL OL ' Fort Pierce, FL •na24ini'I Infnrmatinn Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code. Wlnd Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: I thru 27 Total 27 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AIA - 3 A3 4 ASGE 5 A2 6 A4 7 A6 8 A8 9 A10 10 Al2 11 A14G 12 Ell GE 13 B1 14 GlGE 15 C1 16 D1 17 D213 18 M3 19 EJ7 20 EVA 21 EJ3A 22 BJ5 23 BJ3 24 BJ1 25 BJ1A 26 CJ7 27 CJ3A Dlgitally signed by Manuel Martinez ■ ■ ^ I DN. c=US, o=lden=ACES Business UC RepresenWtive ouM ANDE -- A550gATE5 PA., cn=Manuel Martinez, 09.234219200300.100.1.1=A01098000 Eivag�e8xo• • 0001484CF8FE96000021IF 7 bate 2017 D 2511:15A3 -04'00' ' 48 L Adobe Acrobat DC version: 2015.00630352 No 0471 40 .ZS�7 a R -- OF i DEC 2 ? 2017 4 t + ' St. Lucie County,FL SMAL 40 015A 38 FF 58 8160 B13 7F48'0b >i F13 21,4 itam 3raabeencicttctm€catays�nud �lsaalad §1y �,cs,_ at>tastntarattcasss,ua-� ., .r,d,��yv� amid ceMds ftbMd4cplusrdctis i:� amcuotcceu`sdmmdsit : anea�ed and thm �'A.d<asAffien a u=r+eedansn i3a arA don nk, . 4mF1mt. Page 1 of 1 Job Number: 136DCS010 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: Al T10" T10" 12 6 p 14'4"7 6'6"7 Wgt 116 N Ibs I FROM: AH 692 / T10 / COMI DRW % 10/24/17 19110" 25'3"9 31'10" 39'8" 5'5"9 5'5"9 6'6"7 T10" u� 0 H=-4X6(A2) P O IN M L K J i 192X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4 4'3"5 I.2'0"1`4 61911 5'9"1 2'0"1 4'3"5 T8"11 1' r T8"11 12' r14'0"i1 19'10" F 25'7"1 + 2T8 31'11"5 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/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# LOG 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 ! - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 / 709 / 961 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.163 J - - B . Min Brg Width Req = 1.9 Mean Height: 15.00 ft NCBCLL: 10.00 Code / isc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 TCDL: 4.2 psf r Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 9 9 p l Bearings B& H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std. 2007 Max BC CSI: 0.549 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fa,6tors Used: Yes Max Web CSI: 0.605 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate 4e(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F 1108 -1899 Lumber B - C 1442 - 2961 F - G 1263 - 2430 Value Set: 13B (Effective 6!1/2013) C - D 1263 -2429 G - H 1443 - 2962D - E 1108 -1899 H - I 27 0 Top chord 2x4 SP Al 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 - P 2568 -1123 M - L 2082 - 814 Bracing P - O 2566 -1123 L - K 2567 -1129 O - N 2566 -1123 K - J 2567 -1129 (a) Continuous lateral restraint equally spaced on " N - M 2081 -789 J - H 2569 -1129 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better,�r, . 4 Maximum Web Forces Per PI Ibs attached with 8d Box or Gun (0.113"x2.5",min.)nails' y ( ) 6" oc. `� 02 I'. Webs Tens.Comp. Webs Tens. Comp. No P - C 286 -13 M - F 468 -735 Tra Scab y (s)Iva ` C - N 387 -554 F - L 4B3 -204 (1) 2x4x0-3-11 x SP f#3 scab at each end. Attach + w N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails " X ° � 8oc, plus a � D - M 468 - 734 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st E - M 1338 -714 panel point: (0). �1 ,. Loading Truss passed check for 20 psf additional bottoms ffiP�ws c o r live load in areas with 42"-high x 24"-wide Wind r "WRAC 40 0115AU FF 51381 B0 BB7F48 00 99 2E 95 FS Member design based on both MWFRS and C&C. ThU INrAhm" c srr j edxad. Iadtmrrsar dMarthoz� • aEVL. LL WWI ce00dabrshtrar 8baw 9rng z5HTwi ar.tEsrat •�..Esr�accrial �-� _ t .' t , Pdbt¢d oopbssafixh.s'"aswcrr, tai�ae nvtccrn9m sd tiyi "� dzmal¢d and th¢*, i,xs. ¢nt3o '!�¢mae,alc insistha vibfted'.tn oxq dectrank csy!as: —WARNING" READ AND FOLLOW ALA 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 anf7'SBCA) f9or safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 310, 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 BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIPI1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover pa e _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suttability 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 oaae and these web sites: ALPINE: www.aloineitmoom: TPI: www.minst.om: SBCA: www.sbcindustrv.com: ]CC, www.ir fe.om E=5X6 K Fa3X4 r(a) � 5X6 G Job Number: 136DCS010 Ply: 1 SEQN: 635695 / T13 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt: 254.8 Ibs / .. 10/24/17 7'10" 14'4"7 19'10" 22'6"4 26'8" 31'10" 39'8" 7'10" 6'6"7 5'S"9 2'8"4 4'1"12 5'2" 7'10" Ea6X12 012X4 m&6 o3X4 =6X8 1112X4 d12X4 M5X10 T8"12 4'3"4 2'0"1 T "1 2'10" 4' 5'0"1 Tl1"15 1� 7'8"l2 12' 14'0°t 19'10" 22'8" 26'8. 31'8"1 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl 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(fL): 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 F/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.02.01D.0314.13 40 01 SA38 FF 58 8180 657F48 W99 2E 85 FB nits ltamRasAmcrt clsciaun3ca ;-.i�,r ed an3s alcdby Uaa>zz)Lftrth�cs, PP iFL. Lk. r47122t Melee ddvshaxva abala WA06 a SRA4 .. a4'tljenddawncode_ P,kted 4gikmesrt}ds dw�A arm not m—Akiered stead and mkilad and the m amp dechunk asyles. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 /708 /960 /- /445 /6.0 1 1557 /707 1959 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 I 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 -2556 B - C 1439 - 2761 G - H 1754 - 3391 C - D 1261 -2220 H -1 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. Comp. 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 -187 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 vf ire extreme tare in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information,.by,TPI and.'SBCA) r,safety practices,pnor to performing these functions; ,Installers shall,provide temporary id ceiling. Locations shown fof permanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3, B7 'or B10; e. ADDiv Plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of I w 1; or for nanaiing snipping, instaw acceptance of professional engine any structure is the responsibility of failure to build the g or cover page wit. The suitability Job Number: 6L LI I I 697 / T1 / COMN I I ssCDOL /DR Horton MEBB 1828-Cali "D" LL OL Q11 FROM: AH DRW Truss Label: t 2 Ibs / 10/24/17 T10' 14'4'8 19'10' 25'3'8 31'10° 39'8' T10""87'10" E �4X4 C Fk3X4 12 6 (a) C C' o (a) (a) ®3x6(Al) B Hsa3X6(A1) A 1 I he P 30 N M L K J 1112X4 m3X6 zve m3X8 m3X4 a3X6 1112X4 13'4° I 5'8" 20'8" hPT T8"12 + 4'3"4 + 7p- 1 &9' 5'9" 2'1'.1 4'3"J 1 T8"13 7'8'12 12' 14'1" 19'10" 257' 2T8° 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or`=PLF 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): 0.040 J 999 240 B 492 / 205 / 310 / - / 445 / 8.0 BOLL: 0.00 Enclosure: Closed Lu_ NA Cs: NA VERT(TL): 0.098 J 999 180 Q* 317 1142 1183 / - / - / 68.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.014 J - - H 895 1408 / 659 1- I - / 8.0 Mea Des Ld: 37.00 EXP:C HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Mean Height: 15.00 itCode / isc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.2 psf Bldg C Q Min Br Width Re Soffit: 2.00 g ode. FBC 2014 RES Max TC CSI: 0.531 9 q = - BCDL: 5.0 psf H Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.451 Re Factors Used: Yes Max Web CSI: 0.695 Bearings B, Q, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft P 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): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 E- F 350 - 258 Value Set: 13B (Effective 6/1/2013) B - C 205 -470 F - G 516 -769 Top chord 2x4 SP #1 C - D 410 -109 G - H 707 -1335 Bat chord 2x4 SP #1 D - E 342 -229 H - I 27 0 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Bat Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. BracingMM., % B-P 494 -373 M-L 596 -137 (a) Continuous lateral restraint equally spaced on f! P - O 489 -373 L - K 1117 -467 member. Or 1x4 "T" reinforcement. 80% length of a��*fie O - N 489 -373 K - J 1117 -467 web member. Same species & SRB grade or better, 7xq N - M 640 -670 J - H 1120 -467 attached with 8d Box or Gun (0.113"x2.5",min.)nails o� @ 6" oc.Z No 047162 a Maximum Web Forces Per Ply (Ibs) Plating Notes ' Webs Tens.Comp. Webs Tens. Comp. go All plates are 5X6 except as noted_ o - P - C 318 -33 M - F 484 -707 TrayScab(s) C - N 423 -637 F - L 486 -221 STATE. d f N - D 574 -1077 L - G 404 - 599 (1) 2x4x0-1-4 x SP #3 scab at left end. Attach scab to, D - M 669 - 267 G - J 298 -20 face of chord with: Nails @ 8" or., plus additional nail " E - M 70 -151 clusters at BRG.: (0), heel: (0), 1st panel point: (0).'`*�s�xs (1) 2x4x0-3-11 x SP #3 scab at right end. Attach -:. scab to face of chord with: Nails @ 8" oc, plus b` additional nail clusters at: BRG.: (0), heel: (0), 1st 39 panel point: (0). 40 015A38 EF 58 8180 8B 7F48 00 99 2E85 FB Wind ThulteryryIlaaabcc»a!srtr aM*. ngd WA MaiadbytaaxAMarWW7, ?E (rL. l .L"$i$&3} an 0'. daf2.st Ywa abaw trbs a SNAG Member design based on both MWFRS and C&C. _,,, __�� „_ _✓_ rmd y�iaxratxf�s don�:etstarm nratcmmfldraad zrx€�ail sssicd Z kila aau6,ants=&mc*re e^.-k t� m*-_,d on my c*i0s. I *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL ;CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]wire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSi.. Unless noted olherwise,top chord shall have prdperiy 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, 67 or 61 D, as applicable. Apply plates to each face of truss and position as hown alwve and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, in at and bracing of trusses.A seal on this drawing or cover page. listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes cane and these web sites: ALPINE: www.aiiiineaw.com: TPI: www.toinstom: SBCA www.sbdndustrv.com: ICC: www.iosafe.ora Job Number: 136DCS010 Ply: 1 SEQN: 539422 / T11 1 GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: ASGE Wgt: 361.2 Ibs Page 1 of 2 .. / ... 10/24/17 T70"14 14'4'8 19'10' 25'3'8 31'9'2 39'8' T10Y4 6'5'9 5'S'8 5'5'8 8'5'B T70'14 �-za'- F-78°-( n 07 -- � I. 2'8' -I 1 13'8' 5' 1' TB'13 6'3'3 S10' S10' B'3'3 TB'13 1' f' TS'13 14' 10'10' 25'8° 31'71°4 311 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20-00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefi U# TCDL: 7.00 Speed: 160 mph. Pf: NA Ce: NA VERT(LL): 0.051 R 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.125 R 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.018 F - - Des Ld: 37.00 EXP: C HORZ(TL): 0.040 F - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor: 1.6 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.642 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.462 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.940 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE 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 #1: Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSO 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%u 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 plf at 7.81 to 56 pif at 15.17 TC- From 28 pif at 15.17 to 28 plf at 17.17 TC- From 56 plf at 17.17 to 56 plf at 19.83 TC- From 56 plf at 19.83 to 56 plf at 31.85 TC- From 56 plf at 31.85 to 56 plf at 40.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 14.00 BC- From 10 plf at 14.00 to 10 plf at 17.17 BC- From 20 pif at 17.17 to 20 plf at 25.67 BC- From 20 plf at 25.67 to 20 plf at 39.67 BC- From 4 plf 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 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 VP for a e v a 6TAVE. OF#,. MAL 40 015A3,8 FF 5B 81 B0 BB 7F 48 00 99 2E &5 FB gists za3wafadby M'W- at mank'=' PE(n..0:.047i621an tsaxeshagrsaloe7nwa gas}3A.i "enk€ta.Um eod e. stud emimsm3'chis sfrsj�sg;-:t �m mat cans3ad � and:xaiad aae ft SiiA�2 acIffimt�nl�anmd2 m.t ha rerdW-=j*d"Imri CD;Am ;o 6 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 489 /220 /- /- /- /8.0 BK 1387 /639 /- /- /- /8.0 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 23B - 563 F-G 424 -197 Q-R 271 -612 G - H 429 -209 R - S 285 -627 H -1 77 -123 S - T 296 -640 1 - J 45 -105 T - U 346 -704 J-K 59 -116 U-V 608 -1271 K - L 55 -130 V - W 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AH 344 -109 AC -AB 560 -251 AH-AG 341 -110 AB -AA 560 -251 AG-AF 150 -351 AA- Z 560 -251 AF-AE 150 -351 Z-Y 560 -251 AE-AD 150 -351 Y - X 1059 - 482 AD -AC 150 -351 X - V 1063 -481 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH- C 318 0 AC-AW 365 -783 C-AI 316 -672 AW-AX 18 -36 AI-AJ 282 -625 AW-AY 348 -725 AJ-AK 302 -650 AX-BA 18 -37 AK -AL 310 - 656 AY -AZ 324 - 705 AL -AG 324 -684 BA -BD 18 -38 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,1id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or' 0, e. Apo11% plates to each face of truss and position as shown above and on the Joinf-Details. unless noted otherwise. (2efer to Of '1 F'1 T, or tar nan acceptance of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability more information Job Number: 136DCS010 4EBB 182E-Cali "D" LL OL IDR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A5GE Ply: 1 Qty: 1 Wgt: 361.2 Ibs SEQN: 5394221 T11 / GABL FROM: AH Page 2 of 2 DRW: .. / ... 10/24/17 AG -AM 4B9 -B76 BB -BC 323 -693 AM- H 485 -870 BD -BF 18 -37 AM -AO 38 -17 BE- P 324 -695 H -AN 618 -272 P -BF 443 -122 AO -AR 38 -17 BF- Y 434 -118 AP-AQ 616 -270 Y-BG 292 -611 AR -AU 39 -18 BG-BH 298 -630 AS -AT 631 -282 BH-BI 284 -609 AT -AV 547 -221 BI-BJ 264 -585 AU -AV 34 -14 BJ-U 295 -624 AV -AC 739 -331 U - X 306 0 L -AC 48 -40 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. Al- D 87 -63 AX-AB 43 0 AJ- E 38 -49 M -AY 31 -25 AK- F 14 -19 AZ -BA 68 -66 AL- G 27 - 53 BA -AA 39 -16 AN- 1 26 -56 N -BB 69 -80 AO-AF 25 -12 BC -BD 43 -19 AO -AP 22 -29 BD-Z 22 -9 AQ-J 88 -82 O-BE 44 -20 AR-AE 56 -27 Q-BG 36 -13 AR -AS 103 -106 R-BH 27 -40 AT- K 80 -122 S -BI 37 -45 AU -AD 185 -339 T -BJ 73 -56 IS ,%r/F rw "0 0471.02 .' ' Auft r IV SE AL 40 01 38 FF 513 81 B0 BB 7F48 00 99 2E 95 FB 3hdritam3�rntieetcsk¢lams i'£(FL.Lk1C$71ulmOz&Wstmw%ab� j%#mdadaaafaddaym"k,eiblarflnrm .31".iii Ct}titati'Hi9 LmgagaSPA-1 u 3e„ FTikatadc I &Sof&s da_e=r Azw moteadtwad dgna6=d=bd aiH&=112!auffi tkati code racybaysrifibfmswidectrm,* casJar_ **WARNING"* READ AND FOLLOW ALu 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 SBCA) r safety to these functions. Installers shall temporary an c7 practices prior performing provide bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly bracing installed BCSI B3, B7 B10, attachesripid ceiling Locations shown for permanent lateral restraint of webs shall have per sections or as applicable. Apply plates to each face of truss and as shown above and on the JoinfDetails, unless noted otherwise. �tefer to position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinh�LComponents Group Inc. shall not �e responsible for any deviation from this drawing,any failure to build the in bracing trusses.A this drawing truss in conformance with ANSI PI 1, or for handling shipping, tallation and of seal on or cover page_ - listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this drawing for is the the building Designer ANSIfTPI 1 Sec.2. and use of any structure responsibility of per For more information see this'ob's general notes page and these web sties: ALPINE: www.al inefw.com• TPI: www. inst.o ; SBCA: www.sbcindus .com• IM www.iccsafe.o Job Number: 136DCS010 Ply: 1 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: A2 Wgt 240.8 Ibs .. / ... 10/24/17 7'10" 14'4°7 1 1" +20"' � 25'3"9 1 31'10" 398° T10" 6'6"8 4'T9 18" 4'7"9 6'6"7 T10" 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 " =5XB=5X6 E F 163(4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1164 T 8"12 + 12 4 4 0°i15 471"1 120 25'7"1 22 8 31 11 "4 39'B? 1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1 st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSl Criteria PP Deflection in loc Udell U# VERT(LL): 0.151 P 999 240 VERT(TL): 0.348 P 999 180 HORZ(LL): 0.065 K - - HORZ(TL): 0.151 K Creep Factor. 1.5 Max TC CSI: 0.598, Max BC CSI: 0.553 Max Web CSI: 0.693 Mfg Specified Camber, VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 710 / 964 ! - 1428 18.0 1 1557 / 710 / 963 / - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 I 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 1170 -1784 B - C 1471 -2762 G - H 1290 -2218 C - D 1290 -2218 H - 1 1471 -2762 D-E 1170 -1784 1-J 27 0 E - F 1086 -1534 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp., '))i)�� B - R 2392 -1148 N - M 1894 -848 i " MA R - Q 2389 -1148 M - L 2388 -1162 �x` 1b Q - P 2389 -1148 L - K 238B -1162 ' P - O 1894 - 818 K -1 2391 -1162 O - N 1534 - 589 ,. Maximum Web Forces Per Ply (Ibs) 0 Webs Tens.Comp. Webs Tens. Comp. R-C 288 -13 F-N 614 -393 � -r C - P- 389 - 571 N - G 474 - 701 ' P - D 450 -201 G - M 451 -201 D - O E - O 474 -701 - 614 - 393 M - H H - K 3B9 -571 288 -14 40 01 5A38 FF 5B 8180 813 7F+48 00 99 2E-95 FB Tian lramiiasba ekdra%k*zignad'.mad saaW by tlt=wtl hAart Lke*47021 on 0.daec hawakama wing a 54A4 7�gient`�tar�a: ?�cadc�fas�rxhisd rmmmM csax?3trad Ana:'. mnd :aalad an6 rbc :RrT acAriasGsa^d¢mccsrde ear, t baawifWmmyd"tmrk elm-. —WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of.BCSI (Building [ Safety Information, bVy TPI and 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 properly 6id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or BID, e. Appfy plates to each fare , of truss and position as shown above and on the JoinCDetails, unless noted otherwise . (2efer to 60A-Z far standard plate positions. a division of II PI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS010 Ply: 1 SEQN: 635687 / T8 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OIL Qty: 1 FROM: AH DRW. Truss Label: A4 Wgt 260.4 Ibs .. / ... 10/24/17 14'4"8 h 17' 22'8" F 25'3"8 f 31'10° i 39'8" i T10" 6'6"B 2'7"8 5'8" 2'7"8 6'6"8 T10" 03XI D C'z�!3X4 12 co 6 F,:- '�15X6 o g 5X6 C H m bi m4X6(A2) B ba4X6(A2) A J S 1112X4 7'8"12 4'3°4 7'8"12 l'! R Q P O N M L =3X6 =3X4 =3X4 =3X4 =3X4 =3X4 =3X6 2'1"I 2'11" 2'10" 2'10" 2'11" 2"" 14'1 17' 19'10" 22'8" 25'7" 2T8" K 1112X4 4'34 7'8 31'Ilk 39'8" ° Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 Q 999 240 B 1557 1712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 Q 999 180 1 1557 / 712 1965 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.150 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misr Criteria Creep Factor. 1.5 P 1 Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.589 Bearings B & I are a rigid surface. 9 9 Load Duration. 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h I TPI Std! 2007 Max BC CSI: 0.561 Bearings B & I require a seat plate_ Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.669 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 1338 -2214 C - D 1339 -2214 H - 1 1518 -2764 Value Set: 13B (Effective 6/1/2013) 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 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" n values uses design Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC B - S 2394 -1196 O - N 1683 -748 Wind S - R 2391 -1196 N - M 1888 -899 l Member design based on both MWFRS and C&C. as ' tky R - Q 2391 -1196 M - L Q - P 1888 -869 L - K 2391 -1226 2391 -1226 P -0 1683 -724 K -1 2394 -1226 047102 w � +s Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. t ,v o AMS-C 292 -13 O-F 247 -194 s TAT E OF C- Q 392 -579 F- N Q D 424 N G W3 -403 432 584 y �STAT - -206 - D P 432 584 G M - 424 -206 *� - - - E-P 583 M-H 393 ORI -403 -579 *, ,� *YO E - O 246 -193 H - K 292 -15 45, ft SE 4001!iA38FF5881BOBB7F4&00492E&5 FB thk Ieen,Yuss @vecn ela�zfpr�eda xt�ated sp rnanu�a9 marthwg, FE (rL. t8c} C=1221 an ti',& da%w shown abam wing a stwl avthcrtig3x�acoie. Ptbudcx eax.�fzhes sirzcttasvat srot �rmidarsd si vrd auad salad snd tise�3 a 3 av�en�nSiwx,c�a nr�t 9eurxifi°xEac amp{ dectmak dim **WARNING** READ AND FOLLOW AI —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of any Ff`y HIS DRAWING! S INCLUDING THE INSTALLERS ng. _ Refer to and follow the latest edition of BCSI (Building arming these functions. Installers shall provide temporary tructural sheathing and bottom chord shall have a properly II have bracing installed per BCSI sections B3, B7 or 10, d on the Join f Details, unless noted otherwise. Refer to for any deviation from this drawing,any failure to build the acing of trusses.A seal on this drawing or cover page 3onsibility solely for the design shown. The suitability ig Designer per ANSI/TPI 1 Sec.2. 3m: TPI: www.toinst.om: SBCA: wwww.sbcindusW.com: IM www.iccsafe, Job Number: 136DCS010 Ply: 1 SEQN: 635684 ! T7 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 212.8 Ibs / ... 10/24/17 7'10" 15' 19'10" 2% 31'10" 39'8" r T10" T2" r 4,1U" h 4'10" I 7'2" I T10" =3X4 =5X6 112X4 =3X6 =3X8 =3X8 =3X6 Il X4 �1' 7'812 4'3"4 3'1"12 9'4"8 3'1"12 4'3"4 T8"12 1� 7'8-12 12' 15'1"12 24'6"4 27'8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria ISnow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 E 999 240 B 1557 / 714 / 962 / - / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 / 714 1962 ! - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS � Des Ld: 37.00 EXP: C HORZ(TL): 0.155 J - - B Min Brg Width Req = 1.8 Noffit: 1 00 Mean Height: 15.00 ft TCDL: 4.2 Code I Misc Criteria CreepFactor. 1.5 H Min Big Width Req = 1.8 . Soffit: 2.00 psf BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.579 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: 0.732 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.353 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type{s}: Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1291 -1860 Lumber B - C 1556 -2766 F - G 1330 -2162 C - D 1330 - 2162 G - H 1556 - 2766 Value Set: 13B (Effective 6/1/2013) D - E 1291 -1860 H -1 27 0 Top chord 2x4 SP 41 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 - O 2397 -1239 L - K 2394 -1268 O - N 2394 -1239 K - J 2394 -12W Bracing;� - N - M 2394 -1239 J - H 2397 -1268 (a) Continuous lateral restraint equally spaced on�W member. Or 1 x4 "T" reinforcement. 80% length of " ' M - L 1928 -920 web member. Same species & SRB or better, grade attached with 8d Box or Gun (0.113"x2.5",min.)nails Maximum Web Forces Per Ply (Ibs) @ 6" oc. Webs Tens.Comp. Webs Tens. Comp. _ s O-C 286 -11 E-L. 182 -191 Tra Scab Y (s) # C-M 442 -620 L-F 587 -317 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 8" It cas it ftM D - M 587 -317 L - G 442 -620 scab of chord with: @ oc, plus heel: 1st - E 183 -192 G - J 286 -12 additional nail clusters at: BRG.: (0), (0), (0). S'Eft panel point: a ; Wind Member design based on both MWFRS and C&C.��y'�*'� 40i015A 38 FF 58 81 BOBS 7F48 00 99 2E 85 F8 itdtlaaeiicakutamas�t"�et,+c� saalad4y BAtaaxf tanrtbraa, PE jrL, t€c.4"�TZ&2(cn the cuts sicaw¢ ab¢se ce�ng � SS41Wi as,KJt anCica.3%sas c�c. fiend c�ia�'s�#z}� eoec�aarta�s nar�sms5ffasad st�mrez a�.5 zmal�� an6 tta:i �c?haniezali�suxEa mast � aztit9a4 an at�yalactraak mp3os. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy 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 progpeny 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 positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. ,For more information see this job's general notes page and these web sites: ALPINE: www.al 1neitw.com; TPI: www. into ; S8CA: www.sbdndu .com: ICC: www.icesafe.org Job Number: 136DCS010 Ply: 1 SEQN: 635682 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs / ... 10/24/17 7'10"9 13' 19'10" 26'8" 319"7 39'8" 7'10"9 5'1"7 6'10" 6'10" 5'1"7 7'10"9 05XI =3X4 =5X8 D E F 12 6 F,; 50o,3X4C G g3X4 I SID ED t m4X6(A2)B A Hm4X6(A2) I P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 4'3 1 I 6'10" 43 T8"13 11� 13213 67T 19110" " 7 3 398" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 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: 11 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 Code i NCBCLL: 00 Mean Height: 15.00 ft Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf Bldg Cotle: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Stdj 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.432 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RTA0(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A-B 27 0 E-F B - C 1583 -2760 F - G 1507 -2281 1439 -2299 Lumber - C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 6/1/2013) D - E 1507 -2281 H - I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 Wind O - N 2385 -1259 K - J 23B5 -12BB Member design based on both MWFRS and C&C.� N - M 1992 -967 J - H 2388 -1288 �e w° Maximum Web Forces Per Ply (Ibs) ' [4-1 Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 -262 C - N 367 - 494 F - L D - N 447 -224 L - G 447 - 224 366 -494 D - M 400 - 262 G - J E-M 326 -409 258 -16 RKL 4401 ii3SFF5BBIBO iB7F4S0U992EE5FB r?iit llunthaas.een ckts,�gs�jtada:ssaalnd8y FAax�;�tmtarlinas,. ?£ (�1.. I.�.��7Fa2(on ttc �354 shaautt at�mwdng a SNSwB au�anrca%xa�1a. E7r�tad csraltiaa`s docerst aym ttrrtcxrsxtad zt�asi �d sesb�t4 src !!vz S:� 2 as:�antraticsseea9a opt M vrxif�d tal ur�cied�vrsi:.. cm�los.. **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, insta'lling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not ble responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this dirawing or cover page• listing this drawing indicates acceptance of protessrona enJgineering 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 iiec.2. For more information see this'ob's general notes a and these web sites: ALPINE] www.al ineitw.com; TPI: www.tpinst.org• SBCA: www.sbdndu .txxn• ]CC: www.iccsafe.org Job Number: 136DCS010 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 212.8 Ibs / ... 10/24/17 7'10"8 ++ 2+ 2F39'8" 8 8_I 7110"8 561002 14 8 51 1 19 =6X6 1112X4 =3X6=3X4 =6X6 D E F G H T 12 6 p y3X4C 1Z�3X4 cq 7' 0 I� 1 =4X6(A2)B J=4 A Lu S R Q P O N M L 192X4 =3X4=3X6 =3X8 =3X4 =3X6=3X4 I112X4 1' 7'8"12 3'34 4'10"2 61119 4'8"5 1' T8"12 1' 7'8"12 11' 1 16'10"2 22'11"11 27! 28' " 334 39'8" H 3F 111"4� T M iv X6(A2) 1 K Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 1561 1718 / 940 /- 1264 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 1718 / 940 / - 1- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.159 L �) B Min Br Width Re 1.8 g q Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 1.5 P J Min 8rg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2014 RES Max TC CSI 0.614 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.491 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1684 -2610 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. STATE, Of 40 01 5A38 FF 55 81110 B5 7F4& 00 9.2E E5 FB #3,lc ilamlwUm cts ",'.s red'w-4 a>*dby ratanmi Martin M. tic. Wint an the da atshowe abr'atrunoasN& I aaaihantira3faw.eax#a. arb ivd capanafffi& dwuawaawnotamlliwtekmedandwabd MrA IMF., z0d=t MC-_9eM"kW.4eaif Ca dUtMnk aD�Pbnr: 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. B - S 2384 -1284 O - N 2124 -1105 S - R 2382 -1284 N - M 2124 -1105 R - Q 2124 -1076 M - L 2382 -1313 Q-P 2124 -1076 L-J 2384 -1313 P - O 2614 -1373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 231 -19 G - O 283 - 338 C-R 331 -411 O-H 660 -407 D - R 398 -259 H - M 394 -257 D-P 671 -416 M-1 330 -410 E - P 278 -334 I - L 233 -20 P - G 114 -111 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 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 suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sec.2. Fnr more informatinn see this iob's neneral notes nape and these web sites- ALPINE- wwwalninedw corn, TPI- www tninstom, SBCA: www.sbcindusttv.mm: IM www.imsafe.om i Job Number: 136DGS010 Ply: 1 I SEQN: 635678 / T4 / HIPS —] 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: Al Wgt: 211.4 Ibs I / ... 10/24/17 " „4 r- 7'8"12 113" 5'2"15 4'9"1 10�0" 5'2"14 1'31 7 8"12 =3X4 =-3X61112X4 =3X4 =5X6 D=5 6 E F G H 1 T 6 1112X4C J 192X4 T M 0 =4X6(AA2) B VA.. Pn K-4L6(A2) 1 — . I1 S R ;Q P O N M =3X4 =3X6 = X4 =3X8 =3X4 =3X6 =3X4 1' 7'10"8 4'1"8 1'11 5110"9 5'10"10 1'11" 4'18 7'10"8 1' 7'108 12' 13'11 19'10" 25'8"10 27'8" 31'9°8 39T. Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefifCSI 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 Pt NA Ce: NA VERT(LL): 0.243 G 999 240 B 1560 / 720 / 921 / - / 223 / 8.0 ' BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA, VERT(TL): 0.560 G 843 180 K 1560 / 720 / 921 ! - /- / 8.0 BCDL: 10.00 Risk Category: Il Snow D ration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.171 M - - R) B Min B Width Re 1.8 q = NCBCLL: 10.00 Mean Height: 15.00 It Code / Mi.. Criteria Creep Factor. 1.6 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Cotle: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Stdj 2007 Max BC CSI: 0,557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.501 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:ZIopy10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate T pe(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 2O30 -3245 Lumber B - C 1644 -2765 H - 1 1869 -2950 C-D 1812-2718 I-J 1811 -2718 Value Set: 13B (Effective 6/1/2013) D - E 1870 -2951 J - K 1644 -2765 Top chord 2x4 SP #1 E - F 2030 -3245 K - L 27 0 Bot chord 2x4 SP #1 F - G 2030 -3245 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Sot 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 Vk S - R 2257 -1186 O - N R- Q 2257 -1186 N- M 2257 -1215 2257 -1215 s Q - P 2984 -1611 M - K 2393 -1340 ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp_ Urt C - S 406 - 330 P - H 337 -192 STATE S - D 490 - 428 H - O D-Q 941 0-1 381 - 524 941 -561 ki -561 Q - E 380 - 524 I - M 491 - 428 C E - P 337 -191 M - J G - P 233 -309 406 330 001 , ,,5S$,E,r, T67,#SCt099 ,F, Ulftmh142 ZM �tedbq Fitt smlt s, ten°tfee v,': t t.2fiaM3ca2fesae. 'Je M� k bd� dfw tnmvdtfarlft— <apim `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 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 sh�twn above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSITtPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS010 Ply: 2 SEQN: 635676 / T12 / HIPS 4EBB 182B-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 235.2 Ibs / ... 10/24/17 19,10" 7' 111 15'8"7 1T 23-11"9 28'2"15 32'8" 39'8" 7' 4'5"1 4'3'5 1'3" t• 4'1"9 r TF_ h 4'S"1 7' i sa3X4 m3X4=4X6 1112X4 ea3X4 m3X4 12 D E F G H I — N� "� N� -J 6 F o M 4X12(B3) B K=4 L12(B3) U T S R Q P O N M 1 1112X4 sa4X6ee5X6 =3X4 m3X8 se3X4 =5X6=4X6 1112X4 1' 6'7"12 111"13 10"7 4'5"1 4'5"1 3'4"15 3'11"13 + 6'7"12 _� L1� 6" 7'1"12 111"9 1 3415 I 19,10" + 243"1 2�{1�0,�7 32'64 39'2" 6uC y 15'4"15 i 28'6"7 08" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: 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 Ce: NA VERT(LL): 0.350 G 999 240 B 3139 / 1427 / - / - / - 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: 11 Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.174 C - - (T )= B Min Big Width Re 1.6 9 q = NCBCLL: 0.00 Mean Height: 15.00 ft Code I Misc Criteria. Creep Factor. 1.5 K Min Brg Width Req = 1.6 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.504 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 1WAVE VIEW Ver: 16.02.01D.0314.13 A - B 13 -10 G - H 2103 -4696 Lumber B - C 1428 -3155 H - I 1999 -4469 C - D 1708 - 3815 I - J 1709 - 3816 Value Set: 13B (Effective 611/2013) D - E 1999 -4469 J - K 1429 -3156 Top 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 "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Nailnote Nail Schedule:0.128"x3", min. nails 4 B - U 2787 -1250 Q - P U - T 2801 -1253 P - O 4504 -2022 3880 -1745 Top Chord: 1 Row @12.00" o.c.—� mr+r►a� T - S 3879 -1744 O - N 3860 -1745 Bot Chord: 1 Row @12.00" o.c. + ie S - R 3879 -1744 N - M 2802 -1254 Webs : 1 Row @ 4" o.c. `tea R - Q 4504 -2022 M - K 2788 -1251 Use equal spacing between rows and stagger nails. in each row to avoid splitting. e ■, Maximum Web Forces Per Ply (Ibs) Loading 6 4W Webs Tens.Comp. Webs Tens. Comp_ #1 hip supports 7-0-0 jacks with no webs. low Z. 1 o C - U 319 -68 Q - H 251 -106 Wind AA a° C - T 1323 - 594 H - P 268 - 414 �. y T - D 430 - 770 P - I 782 -338 Wind loads and reactions based on MWFRS. �P'as*r D - R 783 - 339 I - N R-E 269 -415 N-J 430 - 770 1323 -594 M - J 320 -69 ' a G - Q 192 -240 4001SA38FF5081B03137F4800992E85FB S%CtdYafiicss 9smrala g nad a+0wafadby klsa lMarttnu, t5E(�4.. S%.B�rt9216£f [>.tffi eYc wteawit atsatm Ong a SY3S3 ZGtIfCq `t�.1.ICS'iCdiia: c'S�atadcr,�tias�fzhis iiocwassrai z�:a natrra,ilcvad ar�.auad:,.aled ' aa6 dFae,:aria,3 authant3ca5iearscc,:le msnY L*s v-erif?ed rat atagrr$ecttaN: **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 SafetyInformation, bV TPI anr7'SBCA) r safetypractices pfior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections 63, 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. (2efer 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 drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing 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.alpineitw.com; TPI: www.tpinstoig; SBCA: www.sbcindustry.com; ]CC: www.iccsafe.org Job Number: 136DGS010 Ply: 1 1 SEQN: 539401 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B1GE Wqt: 134.4lbs / ... 10/24/17 10'8" 1 We* 2V4" 10'8" �— 2-8" --' 1'4" -1 (TYP) I ®4X4 H J G K 12 F L 6 F% E lb ND C �2X4(A1) B P®2X4(A1) A O I AE AD AC AA Z Y 3X4 W V u T S R 21'4" 21.4" Loading Criteria (psf) Wind Criteria Snow C iteria (P9,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 137 / 39 /- / 11 1256 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow 'Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 J - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 Code / isc Criteria Creep Factor. 1.5 Soffit: 2.00 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0-108 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:l 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fa9tors Used: Yes Max Web CSI: 0.068 A - B 27 0 1-1 304 =24 Loc. from endwall: Any FT/RT:7i0(0)/10(0) Mfg Specified Camber: 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 I VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 -84 Value Set: 13B (Effective 6/112013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B -AE 175 -108 X - W 192 -107 Plating Notes AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. y* e� AD -AC 185 -110 AC -AB 188 V - U U - T 189 187 -106 106 Wind -111 AB -AA 190 -112 T-S 185 -105 e� Member design based on both MWFRS and C&C. *' AA- Z 191 -112 S - R 183 -104 - Z-Y 192 -113 R-P 175 -103 Additional Notes w a Y - X 192 -107 See DWGS A16015ENC101014 8 GBLLETIN1014 for gable wind bracing and other requirements. Maximum Gable Forces Per Ply (Ibs) STATE OF Gables Tens.Comp. Gables Tens. Camp. a C -AE 174 -103 W - J 187 - 83 400 ** e" D -AD 88 - 65 E-AC 101 -74 V - K U-L 153 100 -73 -73 �a 1y F-AB 100 -73 T-M 101 -74 TU # G -AA 153 -73 S - N 88 -65 SEMAL H-Z 187 -83 X-1 0 -189 R-O 174 103 4001 SA38FF5138180BB7F4900992E85FB ThU Item iun bem okdmsstra'.'. %x pad vd-:aiad by iAasaatl Martinez, iff.(F1.U1.GdTfB2(Cei lfta dale ahac+n: a�awm ubfng a5btbi acrtdiemrraarzur9a. rr8awdc�piasrsix}dndascr armnot umaidtaand magi rdmind a 4the S: %,lax.�en`Gsar s¢tcaia n.t b�" mlhed m aayd"Imnk caas;. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating handling shipping, installing and bra cing..Refer to and follow the latest edition of BCSI (Building en Safety Into byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. {2efer to )s 160A-Z for standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall notl be responsible for any deviation from this drawing,any failure to build the conformance vJitil ANSIItPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing, indicates acceptance of pro esswna engineering responsibility solely _for the design shown. The suitability any Job Number: 136DCS010 Ply: 1 SEQN: 5394021 T15 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B1 Wgt 103.6 Ibs / ... 10/24/17 Tl0"7 10'8" 13'5"9 21'4" f Tl0"7 + 2'9"9 2'9"9 F T107 D=4X6 ,03X4 C E �43X4 12 6 p M U� ao rn io =3X4(A1) B F=3X4(A1) g? A J I H G 1112X4 =3X4 =3X8 112X4 T8"11 1-7"5 2'11"5 7'8"11 1 T8"11 9W 1 137"5 21'4" � 10'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 / 397 / 529 / - / 229 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 / 360 / 463 ! - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS EXP: C HORZ L 0.036 G - - B Min Br Width Re 1.5 Des Ld: 37.00 (T )� g q = Mean Height: 15.00It Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.rigid psf Bearings B & F are a id surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Cade: FBC 2014 RES Max TC CSI: 0.655 9 9 P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.436 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.500 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. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 D - E 1065 -933 Lumber B-C 1138 -1276 E-F 1187 -1281 C - D 1038 - 932 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 Lumber value set "13B" uses design values B - J 1066 - 865 H - G 1068 - 659 approved 1/30/2013 by ALSC J - 1 1062 -864 G - F 1072 -860 p I-H 1062 -864 Wind, Member desi n based on both MWFRS and C&C. wee "il' 9 asp Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Camp. J-C 288 -55 H-E 6W -515 low No ' C-H 600 -505 E-G 290 -80 r D - H 790 - 9D5 r STATE We "- ".4 a �* 10 (t 40 01 SA 38 FF 58 8180 8B 7F48 00 992E 115 FB Yi is artd: fadbp lAz .l Mard,=, Fi(rL. Stc.CATEPZ( on thndatashawo at arreg a5KA,2 a3ltrfCnC q'EiCd' £ik�C. nsatndcnpiaroftfisdaama mnot c dmsds wa4a d=aced grad tha.: XaaaB+¢nt#cacad¢ nit .a��sfkrdevw aaydeUmr� aas<iax. **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 anc7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. +Refer to drawings 160A-Z for standard plate positions. t 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 drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. ,For more information see ihis'ab's general notes page and these web sites: ALPINE: www.al fneihv.com TPI: www.tpinst.org; SBCA: www.sbdndu .min- IM www.iccsafe.org Job Number. 13DCSOIO Ply: 4EBB 1828-Cal 6D" LL OL /DR Horton /4EBB 1828-Cali "D LL OL I Wgt 1I Ibs I FROM: AH 403 / T3 / GABL I DRW./ 10/24/17 I Truss Label: C1GE 14' T 1 8" + TYP) G=4X4 F H 12 6 E I "o D J cO C K v 2X4(A1) B L=2X4(A1) ay3 A R R 8 B H RM V U T S Q P N 14' 1 14' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LoG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 B" 84 / 39 140 /- / 12 / 168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C I 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 Bldg Soffit: 2.00 BCDL: 5.0 psf g Code: ode: FBC 2014 RES Maz TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Faictors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 - 66 H -1 157 -48 GCpi: 0.18 Plate *e(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.0017.0504.20 D - E 113 -17 J - K B7 -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 #1 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 Lumber value set "1313" uses design values B - V 146 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 t)� U-T 158 -48 P-O 155 -51 Plating Notes it T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted." S - R 164 -49 N - L 144 -55 Wind Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. = e Gables Tens.Comp.Gables Tens. Comp. 047182 � P• Additional Notes C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for D - U 115 -75 P -1 159 -72 gable wind bracing and other requirements. 'o, ++ * E - T 159 72 0- J 115 -75 F - S 205 - 83 N - K 122 - 56 'i TAT I A G-R 13 -89 40 0 A38 FF 5B 88 B0 BB 7f 48 0099 2ta!i FB rtkitam �abrmelacirasst�a. p nedwtditalad4rye lMartt�a:z,. ?E. 1. P�il.E821 a81 [it a dai4s"va abaw Wing SHA4 aSkS�iBiflBiRS£+7'$i�d, ;?arSntedcl �MZHd5 dr�c�rr.:ca mot c $ewail ,a'W amd ssabd amb tivs_�s 3 x�ant`saiiaa code ca+�t Gamzx#f3�twt arrydsttiars� cat ias: "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWINGTO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 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 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 bracinpp installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinfiComponents 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 shippinlq, 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/TP11 Sec.2. r4E8 Number: 136DCSOIO Ply: 1 SEQN: 539404 / T14 / SPEC B 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: ss Label: C1 Wgt: 50.4 Ibs / ... 10124/17 7' A. 14' 7' 7' C=5X6 III LX4 1 7' 7' 7' 14' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 ! - / 158 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 .1304 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.013E - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 1.5 p D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 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. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 C - D 809 -738 Lumber B - C 777 -739 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - E 598 -6W E - D 598 -536 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) s Tens.Comp. Wind Member design based on both MWFRS and C&C. _ ; MAP; _. CeE3112 NO '047162 r� STATE OF 40 01 SA38 FF 58 8180 B5!F 48 00 992E 85 FO This Itamhas srn alcrtt j ncd-atui=sled by masc1 MArkints, rE (FL. Ut XA71921 Gn Ole a SKF,,l assthemt�am�scade, zeAudcapinadiA drem-=Ar"mat criWikond s7oadmd ualed arad tttz W-A.>T Z:Aemt zflm code m"t be *edw sic at7srdectiarsk reylas. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply Oates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. i2efer 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 ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ious general notes age and these web sites: ALPINE: www.alpineftmoom; TPI: www.tpinst.org; SBCA www.sbdndusW.com: ICC: www.icsafe.orq ' Job Number: 136DGS0IO Ply: 1 SEQN: 689043 / T29 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: D1 Wat:37.8 Ibs I I ... / ... 10/24/17 10, 5' C=4X4 T 12 6 0 1 � CV M 2X4(A1) B D=2X4(A1) 43 A I E F 1112X4 1' j A 5' r 1' 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NACe: NA VERT(LL): -0.011 F 999 240 B 438 1224 / 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 I HORZ(TL): 0.006 F - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misr Criteria CreepFactor: 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg CI de: FBC 2014 RES Max TC CSI: 0.282 Bearings B & D are a rigid surface. 9 9 Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Factors Used: Yes Max BC CSI: 0.253 Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C&C Dist a: 3.00 itRep Loc. from endwall: not in 4.50 ft FT/RT 20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate--TII ype(s): A - B 27 0 C - D 780 -492 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 614 -492 D - E 27 0 Lumber Value Set: 13B (Effective 6/112013) 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 "l3B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/3012013 by ALSC Webs Tens.Comp. Wind C - F 302 -416 Member design based on both MWFRS and C&C. Left bottom chord exposed to wind.sf �� wg, 40 01 SASS FF 5B tit BO BB 7Fsi800 99 2E 85 FB iiz3t tic t'Ras bcc»aMc tmverr /z€ncd and amarediy r.Saam�M Mardw; Lte.BS3SHZ(eti W'hada5�.sttsrat¢56cc�u��flgs SN;Ri *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI anct'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I 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 Buildin�LComponents 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 handlim shipping, installation and bracing of t usses.A seal on this drrawing or cover p e_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2. Job Number: 136DCS010 Ply: 1 SEQN: 689053 / T241 HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: D2G Wgt: 44.8 Ibs .. / ... 10/24/17 I_ 31 + _I r r r M O V_ 43 12 C=5X6 _ D6 T LO M CV III L^4 = 0^&t 1,1 3'1"12 1 3'6"12 T 8 1 1, 3'1"12 6'8"8 10' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeftICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 B 499 1237 / - l - 1- 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 1237 / - / - / - 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS EXP: C HORZ L 0.010 G - - B Min Br Width Re 1.5 Des Ld: 37.00 (T )� 9 q = Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 NCBCLL: 0.00 TCDL: 4.2 psf Bearings B & E are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TIC CSI: 0.171 g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.150 Spacing: 24.0 " C&C Dist a: 3.00 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_ GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 305 -689 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 304 -692 E - F 27 -20 Lumber C-D 246 -607 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 590 -251 G - E 588 -252 Lumber value set "l3B" uses design values H - G 600 -248 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp_ #1 hip supports 3-0-0 jacks with no webs.a " C-H 102 0 G-D 105 0 Wind*"t F. 'e C - G 8 0 Wind loads and reactions based on MWFRS. *a Left bottom chord exposed to wind. 0 1 2 WA go STATE fey 40 015A 38 FF 58 81 BO BS 7F 48 00 99 2E 95 F8 Itteltamli sblast eletlttmz ;y&%nad=4 walad by r lWrthaaai A. tte:ri 122f en the dasrslawn abavatnang a SKIIA acihentku••ti Amde. Prbted cmiATafthk dfxca^ _-= notcmddsamd sigad—dz hd err6 thc.5ias .2ax.Rtwent;catizn eerie neat bawdficdwasy>rdearvnk alas. ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, 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 Buildingp �Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIfI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this d9awing or cover page_ listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes pacle and these web sites: ALPINE: www.al Ineitw.com; TPI: www. inst.o ; SBCA: www.sbctndu .corn; ICC: wwmiccsate.o IJob Number. L LI I I O6 / T22 /HIP_ I Io1828-CalDOL /DR Horton MEBB 1828-Cali "D" LL OL FROM: AH DRW Truss al3 Wgt 11.21bs ; 10/24l17 0 A 2 C T TM �1) B d' LID D I 21 r {�AC 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: N Ct: NA . CAT: NA PP Deflection in loc. Udell L/# Loc R / U / Rw / Rh / RL / W g g7 / 69 / 144 / - / 64 ! 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NAII Cs: NA VERT(TL): NA D 32 / 5 / 29 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C 13 128 / 12 / - /- / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code �' Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 9 D Min Br Width Re q = Load Duration: 1.25 " MWFRS Parallel Dist: h/2 to h TPI Std: 1 Rep Factors 2007 Used: Yes Max BC CSI: 0.023 Max Web CSI: 0.000 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft i Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 pit at -1.00 to 56 pit at 0.00 TC- From 2 pit at 0.00 to 2 pif at 2.00 BC- From 0 pit at -1.00 to 4 pit at 0.00 BC- From 2 pit at 0.00 to 2 pif at 2.00 Wind Member design based on both MWFRS and C&C. 40 015A38 EF 58 81 BO BB 7F 48 00 99 2E 85 FB rfsir maby ma:sutikrartbtcz 'PE€FL. 1&.GrTSBPt cn kira$sLp stww�tta6sa�n tiR a Sii& 3 .. armnstcaamY ad sr$nezi .zaimd s8en�€tt6ea�§f�drs�:ax�r�ecttmraY ' Chords Tens.Comp. Chards Tens. Comp. A-B 13 0 B-C 6 -38 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 > regqwire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of 8C51 (Building nenf Safety Information, byy TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ca e. Apply plates to each face of truss and position asl shown above and on the Join Details, unless noted otherwise. (tefer to Is 160A-Z for standard plate positions. a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI! fPl 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover pra�ge_ this drawing, indicates acceptance of pro esstona engineering r.Ponstb!lity solely _for the design shown. The su" bilfty any Job Number: 136DCS010 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 10/24/17 1' 7' 7' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - HORZ(TL): 0.031 D - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSi: 0.496 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 40 015A38 FF SB 81 B0 BB 71`48 00 99 2E 85 FB ThuItatsah2stcareelacirr�f nadaaa9wMadbymamwlmutt+xm ?"f (rt, ttc.Nraszl W the d"W 1hown abaw wqg a wx'l �"t?e fCt7f�.°a2.1"a1e. pm" cophno th�Y•;•-� d•= area not comidwsd rsa avi anri lad aa�c tha.:r%St' a4hentmStmwde nn[ bA wAiad m arfdectronh< ray➢m C 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 / 117 / 259 I - / 173 / 8.0 D 127 /20 /101 /- /- 11.5 C 171 /133 /91 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly Cceilingg Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 910, ._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of fivi i,orTorr acceptance any sructure —1 .,,a_ — ".., failure to build the g or cover page win. The suitability Job Number: 136DCS010 Ply: 1 I SEQN: 539409 / T23 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 6 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... ' 10/24/17 2X4(A1) A T 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 too Udefi U# LOG R / U / Rw / Rh / RL / W A 270 / 79 / 188 ! - / 151 / 8.0 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 C 128 121 1 104 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 C - B 174 1135 / 95 ! - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 P A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.505 C Min Br Width Re g q = - Load Duration: 1.25 BCDL: 5.0 psf P MWFRS Parallel Dist: 0 to h!2 TPI Std 2007 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re P Fai � ors Used: Yes Max Web CSI: 0A00 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.16 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumber A-B 78 -152 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 CBC. lm and uW mains. -WARNING** READ AND FOLLOW AL —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 M 5681BOBB7F4800992E85FB Arorsk&y`^ped zad ualadbg bJ m-q Marth thedw shown atm= Wing a 5"XI docea=A=inot cowikmd stotdamda obd 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 bracing(] installed per BCSI sections B3, B7 or 10, 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 des!gn shown. The suitability any Job Number: 136DCS010 Ply: 1 SEQN: 689047 / T32 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW. Truss Label: EJ3A Wgt: 12.6 Ibs .. / ... 10/24117 Al� T ch O LO F_ T_ 2X4(A1) CV T 4" 3 A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 3' 3' Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Sid: 2007 Max BC CSI: 0.071 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE No 047182 g 40015A38 FF50SIBOBBW4800992ES5FB rklitlAam%x a,a ckzitx krx ;yx4 wras!'mid raraiad by c i Matifaw, Ei t., tic.e�7%is21asnthe ahcwa abaft wag aSK43 atidiantiaa8�asemdn. ?abteti e�xa3cfa� drrra�t as atatc�isi ^usad sigx�a3�d �nlad axadth2S�v aukhant;w4&zasur8ena�tCa-ro�adt�rna�dectrar� . rttz�kar ♦ Maximum Reactions (Ibs) Loc R /U /Rw [Rh /RL /W B 193 / 93 / 202 / - / 86 / 3.5 D 51 133 /73 /- /- 11.5 C 64 / 50 135 ! - 1- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. 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 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarrvy BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of iri i,ortor nanoung snlppin instaui acceptance of professions engim any structure is the responsibility of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Fiat Sec.2. :A www.sbcindustry.com; IM wwwkesafe Job Number: 13D 4EBB 1828-Cal 6D L LOL /DR Horton /4EBB 1828-Cali "D" LL OL I Wgt 16.8 Ibs I FROM: AH 13 ! T76 / JACK I DRW i 10/24/17 I Truss Label: BJ5 2X4(A1) B -T A N. C 12 M O u7 N C7 D 1 'A 51 '1 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W B 263 196 / 208 / - / 129 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 90 / 13 170 / - 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 / 62 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.010 D - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Cree Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min BWidth Re nr g q = - Load Duration: 1.25 BCDL: 5.0 P sf MWFRS Parallel Dist: 0 to h/2 TPI St d� 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fa tors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Top Chord Forces Per Ply (Ibs) Ch d T C Ch d T C VIEW Ver: 16.01.00F.0504.20 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. =t 23c mom *'WARNING`* READ AND FOLLOW AL —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of -i NI T, or Tor h acceptance any structure as or s ens. omp. or s ens. omp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 5B8160BB7f=4800992E85 FB aron 4Anad mad %aalad by r/rauxl Martinm dacrm�r�t�anotcmt?d'mad �Einw znd scaimd �tkWiammdemr-,t bx"Afbd ra ae d¢tttor - ON THIS DRAWINGI ;TORS INCLUDING THE INSTALLERS bracing. , Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporarryy :hed structural sheathing and bottom chord shall have a propel s shall have bracing installed per SCSI sections B3, B7 or BB10, roe and on the Joint Details, unless noted otherwise. kefer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page responsibility solely for the design shown. The suitability luilding Designer per ANSIfTPI 1 Sec.2. Job Number: 136DCS010 Ply: 1 SEQN: 539412 / T17 / JACK I 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs / ... 10/24l17 C 12 6 M O to 2X4(A1) B M N 43 A D 1' 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA GAT: NA PP Deflection in too Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - EXP: C HORZ L -0.003 D Des .00 Mean Height: 15.00 ft ) NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 But chord 2x4 SP #1 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Wind I t 0100110" Member design based on both MWFRS and C&C. i 047102 � v STATE F 1315A 38 TF5591BO857F4800992E85F8 'n VL, M."nsif tm the da8c ahavat Ube" using a SR,,R>i mutkienl&ca3ssde. Prk.¢ed <apa grids eirxxcY2rsat mm a.t,=,j 6-. d,%n" a"d—Id zrd N-e 5"tSia:L hcnt`+cr aeca9e met2 vulfic4 cm mydedmnk ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 176 / 162 1- 186 18.0 D 51 /6 141 1- !- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVy TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or p10, e. ADDw Dlates to each face of truss and Dosition as shown above and on the JoinCDetails. unless noted otherwise. (2efer to a division of ,iri i,orrorn acceptance any structure ✓1n n " ,e to build the cover page__ The suitability Job Number: IO Pl: 4EBB 1828-Cali "D'CLLOOL /DR Horton /4EBB 1828-Cali "D" LL OL I I WgY 11.2 Ibs I FROM: AH9410 / T18 / JACK I DRW / 10/24/17 : I Truss Label: BJ1 12 6 2X4(A1) B 4113 -L A � Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C �- 1, 5- 1. 1' 1' Snow Criteria Pg: NA Pf: NA Lu: NA Snow D (Pg,Pf in PSF) Ct: NA CAT: NA Ce: NA Cs: NA ration: NA Misc Criteria Deft/CSI Criteria PP Deflection in too Udell U# VERT.(LL): NA VERT(TL): NA HORZ(LL): 0.000 D - - HORZ(TL): 0:000 D - - Creep Factor. 1.5 ♦ Maximum Reactions (Ibs) Loc R / U . / Rw / Rh / RL B 150 / 77 / 145 / - 142 D 11 / 10 / 18 / - / - C -14 / 28 / 25 / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 / W 18.0 11.5 / 1.5 Code / 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 Fa lt ors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. Fr/RT:. 0(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE 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 TA 40 015� 38 FF 58 8180 BB 7F43 00 99 2E 85 FB Assisi€amA�sek�€ir--s�,rta�4a�a1c�6ytasaaPAartllccs 1 £. {a. Uc.� 7iE2�an [Az�a.sfnxvraa s�� as£i:wa sert3car3cs,a, :ice€s��cra�� sc3stis dr�ertif. d bras :"ilscal�d zad dise w'�ss.�eA�saA�ss+.�c mtus[t��mc&t�s�cc3sctrmnk. rayless. *"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 fabricatin handlin shi ping, instaljing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an�'SBCA) to'r satPety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shalt have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as sh wn above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Q Alpine, a division of ITW Buildingp Components Group Inc.,shall not b¢ responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIifPI 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 thawing for any structure is the responsibility bf the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS010 Ply: 1 SEQN: 689045 / T20 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1A Wgt 11.2 Ibs / ... 10/24/17 12 6 C 2X4(A1) B M o LO 4" 3 A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l36" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C Left bottom chord exposed to wind. 1' �— 1'J. 1' Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 189 1157 / - / 42 13.5 Lu: NA Cs: NA VERT(TL): NA D 11 / 2 / 10 ! - / - 11.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 25 / 22 / - /- / 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: 0.014 C Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.01.01A.0723.13 A-B 27 0 B-C 27 -19 'd' 40015A 8FF5B81BUBBW4&0099.2ES5FS .fi asaasic t cawsk�gs s vam=Wd4by e,2ft"d motfn"' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 c��i..i�.�rS53(rsrhtcd�2zsh wsaa%s-4siga5#3 Aent�a2�ax�ex��a. Pibwdchore:,d�Amnot cx ad iWed md =Abd smb itsaT��-#ri¢nY4dfbP�u¢r::fr etiuJtt� uartf�4s�ra�sciraz�-- sxavlat ***WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI andSBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporaryy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or 61D, 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I Job Number: 136DCS010 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 10/24/17 67 9110"1 6'3" 3'7" D 4.24 p 03X4 C v M � v I =2X4(A1) B 43 A G =5X6FE 1112X4 �-- 1'S" 6'1"4 3'2" 6"1 6'1"4 9'3"4 9'1 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 Udefi L/# Loc R / U / Rw / Rh / RL / W B 330 1206 /- /- /- / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 /- 10 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / .14 1- /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.010 F - - Wind reactions based on MWFRS / Mi.. Criteria NCBCLL: 10.00 Mean Height: 15.00 ItCode Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std�20D7 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors I Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) 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 Webs 2x4 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 I Plate Dur.Fac.=1.25) TC- From 0 pif at -1.41 to 55 pif at 0.00 TC- From 2 pif at 0.00 to 2 pif at 9.84 BC- From 0 plf 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. or s ens. omp, or s ens. omp. A-B 14 -11 C-D 55 -72 B - C 330 -650 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. 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 40 015A 3a FF 53 81 B0 BB 7F 4E 00 99 2ES5 FB sl!,trzw=alodbytAaa mwtln a`�E (rt. t[s. a:a3tc€i thccra3¢siwwa a6aao.w�%agaSSid»b �#icnCtar�a•s�e. tvdC s. ofLilltixcrasvatM not avwl and Apa8and =Im1i aaxd tfic:S"�.v auiBrantkatbsnsofla met Lacasdf�l mr am�eltctrarsk IZI "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlinp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPl and'SBCA) for sa ety practices prior to performing these functions. installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ikefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group inc. shall not be' responsible far any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professiona engiheeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: Iwww.alDineitw.com: TPI: www.toinst.ora: SBCP: www.sbcindustrv.com: IM www.iccsafe.ora f F Number: 136DCS010 Ply: 1 SEQN: 689055 / T25/ HIP_B 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: ss Label: CJ3A Wgt 16.8 Ibs / ... 10/24/17 C T LO 2X4(A1) B `-`' N 3 A D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'S" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL:5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 4'2"3 4'2"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.002 D - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.091 TPI Std: 2007 Max BC CSI: 0.052 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE 40 01 SA 38 FF 58 81 BO BB 7F49 00 99 2E 85 FB xa.412¢r'<riaa ecn ski cd=zds Jadfry MAawel Marttacz, ZL.uc.947111xl an tha daft sfwwcQabaw using a Srwl �d�easlaca3Se�sa�m. s'r�tad ccapsesarrhia drr_vs^�rxanrs not�ad s�na��d naiad mad the-VLVI W-4h=taU=ZC4e Ma kba uedfae MRa Vefac MVk CMIas. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 84 /45 /- /- !- 13.5 C 64 148 /- /- /- 11.5 D 28 /- /7 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 C Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 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 ]uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, b TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 137 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,iri I,or Torn acceptance any structure failure to build the g or cover page rn. The suitability Gable Stud Reinforcement 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 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 firr 1?n mnh Wind zmaa i_ is, Mann Cvnneirra n. Kzt = 1.OD S 2x4 Brace Gable Vertical Spacing Species Grade No Braces <1) lx4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace I'm 43) 2x6 'L' Brace w (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' B' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' - Sr P r #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' H F Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8111, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10, 8' 2' 9' 4' 9' g' 12' 4' 12' 9' 1 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 11• 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' oj F #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Ill 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' Ill 7' 5' 9' 2' 9' 7' 10, 11' Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' _p S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U IJ P Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' L4' 0' 0J O 1l Standard 4' 2' 6' V 6' 5' 8' 1' B' B' 10' 5' 10, 10, 12, B' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' 11' 1' L4' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F L 1 Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, i1' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' B' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d U S P F #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' 11' 6' !2' 0' 14' 0' 1 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 H F I Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' it$ 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' 8' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' .--1 I D F L #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14, 0' 14' 0' !4' 0' 1 Stud 4' 9' 7' 4' 7' 10' 9' 8' In, 1' Standard 4' 7' Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hen -Fir 91 / #2 Standard 02 1 Stud p3 1 Stud I i #3 IStandarddl Dou Ins Fir -Larch Southern Plnewww #3 #3 Stud Stud Standard Standard Group Bi Hen -Fir Ill 6 Btr a1 Dou las Fir -larch Southern Plne..w ai al a2 p2 lx4 Braces shall be SRB (Stress -Rated Board). w.For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss DetaiL Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing 45 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L- braces with lod (0.128'x3.0' min) malls. In IS' end zones and 4' ac. between zones. 31E ,zones eand Diagonal brace option- In19' end 6' ocnbetween zones. vertical length may be T doubled when diagonal 18' X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 60011 Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. Vertical Lennth No Alice 2x6 DF-L #2 or Less than 4' 0' 2%3 better diagonal T Greater than 4' 0', but 3%4 Vertical length shown I brace) single B, X less than IL' 6' Greater than 11' 6' 4X4 In table above, 45• or double cut (as shaven) at L 1 + Refer to common truss design for upper end. peak, splice, and heel plates. ontlnuous Benrin +,'`i+� 0011 �j�t,+Jf er to the (ng for conditions Connect diagonal at midpoint of vertical web. not nddressedBby this deitnll.r Refer to chart above for . q?� �, U J1pngth. m&VARNDIG" READ AND F'DLLDV ALL NOTES ON THIS DRAWD%B ..V#1DRTAMTww FUt= THIS DRAWING ro ALL Coi(iRACTORS MMUDDO THE DSTALLERs `` �+�` �A]_� '>, e' �luE,VS' "Y� . REF ASCE7-10-GAB16015 DATE 10/Ol/14 Trusses regWra extreme care h fnbrlcat4rg, hnndUng,•shlpping, installing and brac4,e. Rafen'_•to and follow the latest edition of SCSI (Bugling Component Safety Information, by TPI and SBCA) fo, ` safety pr Icea prior to perfom,hq these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have property attached structural sheathing and bott card DRWG A16015ENC101014 r, shalt have property attached Locations For permanent lateral O IIrL'Lr�=^' d �� testtolntch ace SCSI sections 07 or De+ s, applicable. lo. Apply plats to each face B10, shall have bracing Installed per SCSI sections the unless noted otherwise. of truss and po as shorn above and on the iJoint.Detngs, 16D Reier to drnrines 160A-Z for standard plate poslSions. AlpMe, a dlvkbn i ITV Bugailn9 Conponente Groupp Inc shall of be resp sale far any deviation from AN fTWCOMPANY this drawFp, wY fdlure to bvgd the truss H eonfornonce with ANSI/TPI I, or for harwAlna. shipping, hstaUatbn 6 trndng of trusses: `V MAX, TOT. LD, 60 PSF A sent wr this drneMe or cover page Ilstbrg this Ilr'nwMre, 4sdlcntes acceptance Of prafesslarml ergyreer'4re re solNY fen the design strowrr. Tlu sWtabgity and use of this craning \' �p� �`�`\'. ✓{j ) \� 133B9 Lakefront Drive for Ony strucbre'Is the responsbWty of the gdhe Dt per 7'��j•'sgner.�het•ets*tt\\\ MAX, SPACING 24,0" Earth City. 63045 H For more Information see this Job'a eerreral notes page and these web altea a at.a and t ALPINE, wratoinett-onr TPL w-tdnstaror SBCN www.sbcInductrv.oror IM wewJccsafecro Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Wind Speed. 30' Mean Heloht. PartIaLLV Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace to (1) 2x4 'L' Brace IX (2) 2x4 'L' Brnce Is (1) 2x6 'L' Brace w (2) 2x6 'L' Brace r 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' 2' 11' 7' 12, 0' 13' 9' 14' 0' U Li S P r r #3 3' 6' S' S' S' 9' 7' 2' 7' 7' 8' 8' 9' l' il' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' il' It' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' il' 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13' 1' 14' 0' QJ #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' ill 9' 12' 2' 13' 11' 14' 0' —� S P #2 3' 8' 6' V 6' 6' 1 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 1 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' i' 10, 1' 10' 10' 13, e' 14' 0' (U I D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' il' 8' 9' 9' 1' 10, i' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 111 9' 7' 12' 2' 13, 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' !0' 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' _U .� - U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 6' e' 9' 11' 10' 4' 13, 1' 13' 7' 1 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11• 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' S' 8' 6' 0' 7' 6' e' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Qj #1 4' 5' 7' 3' 7' 6' 8' 7- 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Q1 D F L #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 1 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' it, 6' 14' 0' 14' 0' 14' 0' 14, 0' 0 S P F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 1 10' il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' It, 5' 14' 0' 14' 0' 14' 0' 14' 0' O H F r I Standard 4' 5' 6' 6• 6' 11' B' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X S P #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14, 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' c--I Standard 1 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' li' 1 11' 5' 12' B' 13' 7' 14' 0' 14' 0' Bracing Group Species and Gradesi Group Ar S ruce-Plme- Flr Hen -Fir #1 / a2 lSta.d.EQ1 #2 1 Stud a3 1 Stud 1 1 03 Standard Do u ins Flr-Larch Southern Pinewxw #3 #3 Stud Stud Standard Standard Group BI Hen -Fir al a Btr al Dou las Flr-Larch Southern Pineessir #1 at #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wxFor Ix4. So. Pine use only Industrial "or Industrial 45 Stress -Rated Boards. Group B values may be used with these grad — Goble 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' outloakers with V 0' overhang, or 12' plywood overhang. "ymm Attach 'L' braces with 10d (0.128'x3.0' min> malls. About) )K For, <A 'L' bracer space malls at 2' o.c, nbl¢ Truss In 18' end zones and 4' o.c, between zones. A)KFor (2) 'L' braces- space malls at 3' o.c. Diagonal brace option, T in IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal IS' )K 'L' bracing must be a minlmum of 807. of web brace Is used. Connect L member length. diagonal brace for 690# 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. Vertical Lennth No S lice 2x6 DF-L 02 or Less than 4' 0' 2x4 better diagonal "�- '+' Greater than 4' 0', but 4X4 Vertical length shown braces single 6r )K le! s than I2' 0' In table above. 45• or double cut <as shown) at L 1 • Refer to common truss design for upper end, peak, splice, and heel plates. ntinuous Bearing Refer to the Building Designer for conditions Connect diagona at tlillll sill not ntldressetl by this detail. midpoint of vertical web. Refer to chart above for ronx g&6he ri(N044 length, 71MMI ew READ AND FIRLov ALL lamID s GN TS tMAWRdD —D�ITANT✓v FtgD= Ttas DRAvm To ALL CONTRACTiBiS INCLUDING TK INSTALLERS. �.�` �., REF ASCE7-10—GAB16030 DATE 10/01/14 Tresses quire trene care In Fabricating, handling, shipping, tnstoll(ng and bracing. Refer to and fella. the latest edition of SCSI OkA f.ng component Safety Information, by TPI and SBCA) for afety `��. ��tSC` practices prior to performing se thefunctions. Installers shall prove temporary 6ratlr�g per BCSI. top have bottom chord �' unless noted otherwise, chard small property attached structural sheathing and shall have n property attached rigid ceiling. Locations shoes far permanent lateral restraht of eets pi,se cpiong Inn B3, ar B19, as applicable. Apply platos to each face shalt have bracing Installed per Bha tin _ No / DRWG A16030ENC101014 Q �� and on Joint Betels, unless noted ply of truss and shoes above and an J Refer to dravings 160A-Z for standard plate Positions. - R Alpine, a dlvlslon of ITW Building Components Group Inc shall not be responsible for any deviation from ATE OF AN fiWt7DMR4NY this drawing, any failure to build the truss in conformance .Ith ANSI/TPl 1, or far handling, shipping. rus s bracing f tses. �t i��i MAX. TOT. LD. 60 PSF Installations ro A seal on this drawing or rover pope Listing this drawing, indicates acceptance of pfesslonAt for tlx despn sham The sWtabRlty and use of this drawing �O OR engtneertrg responsibility sdely far any structure Is the respw-smWty of the Bukft Designer per ANSI/TPI l Sec.2. MAX, SPACING 24,0' 13389 Lske)ronl orive Earth City, MO 63045 For mare Information see this job's general. notes J pose and these web sites- {� ttZ's /" 44 � � � ALPING w.w.atphdtw.com) TPD ww.tphst.or� SBCA- wew.sbctndustryargt ILO rw.lccsafeerg dfI t 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' Dr 'T' brace required sc 1` a6 Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2*2X4 2X8 No ILI or IT' brace required + 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 Nallss 10d Common (0.148'x 3.',min) Notts at 4' o.c. plus (4) nalls In the top and bottom chords. Rigid Sheathing Toenailed NQllss 10d Common (0.148'x3',min) Toenails at 4' o.c, plus 4(4) toenails In the top and bottom chords. IT. This detail to be used with the appropriate Alpine gable detail for ASCE ASCE 7-05 Gable DetalL Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Gable Malls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4 o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC301014, A20015END101014, A20015PED101014, A31530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101114 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. Ceiling 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -hall - Dr - 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, specle, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace 'T' Mbr_Increase 'T' h 30 % 20 Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1,00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30Y = 1.311 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' ��OF� III Q IIJI�\\IJII ILA AN ITW COMPANY 133g9Lakefm iDrim EadhC' M063O45 aVARNDIGM REM AND FMWW ALL WIM ON It= DRAVDMI ..aPURTAW" FIRM511 This BRAVDfi ID ALL camnZAUMS aal00DIG TIE DWALLOM Trusses re4�'e extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edgan of SCSI ®uR,ig Corpwvnt Safety Infarnatbn, by TPI and SBCA) for safety practices prior to performing these fuxtlons. installers shall provide temporary brcdr.g per HCSZ UMess noted otherwise. tap chard snail have propery attached structural sheathin® and bottom chord shop have a properly attached rlpq ceONg, Locations shorn far p¢rmanent lateral restraint of webs H7 or DMO.et is tumn able. Apply pWtcs to each face shop have and ion ass per SCSI sendons the of truss and position as shorn above and on the .bUrt Betads, dnless noted otherwise,rl•;s, Refer to drawings 16OA-Z for standard plate posltbns Alpine, a division of ITV Buldhg Componernis Graoyp Inc. shell not be responsible for any deviation from this drawing, any failure to bold the truss b .cornf'armarnce with AN"PI 1, or for handUnp, shipping, installation 6 brackv of trusses, �this drawip or cover pa IbtYp this drowing, amptonce f prmfessla nal reepwnsiblut sotet for t ne . IQ shown. The wiq far my strvrC U re*q"QRvty of adding Beslgrnr• per ANSVTPI 1 Sec.2. For more Information sea this Job's general notes pa and these web sites. A"nNn www.aln&roAew nw. TP1, wwr.4rw.ei.,,rn. Tend l N R�r�,.mtn.nwn slit' gi. W& „s, M1;*'t�.'t...... -++.�?~v�ag� •, �=� No 047lez t ' %°yy M:l.�.l pp ,'sn waucvssoe, naoo�zssra �...— d.._..-.... -.. MAX. TAT, LD, 60 PSF REF LET —IN VERT DATE 10/Oi/14 DRWG GBLLETIN1014 DUR. FAC, ANY MAX. SPACING 24.0° Hip Frame Details 13 Hip Frame W Lthed Use this detail fors ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss Manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hp frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi��tt��NI,ifa�[Ins, '''o r+uwui MT— TWSS WAW r O AID LL�fdiTCTM DCLUBM T WnAu.�Rs• EN TM MAVDa @ GEN �� ' REF HIP FRAME Trusses equVe trene care In Pabrlcating, hondting, sWppVg. lnstalling and bracMg. Refer to and V `SF `� s DATE 10/01/14 follow the latest edltlon of BCST tBuhdlrg Canponont SnFety Infornatian, by TPT nM SBW For safety N pr ctices prior to Perf-Alnq these functlons. GmtaUers shall provide tenporary brad.g per BCSI. _ Unless noted otherwise, top chord shall have properly attached stru -at sheotYdrhg and batten d,ora _ = - DRWG HIPFR1801014 shell have a property attached rigW caUing. Locotbnc thorn for pernanant tnterd restraoht of ebc, _ ^� shall have bracing Installed per above sections the J or Details, ils a iless le. Apply plates to each Fnce _ _ d L�J' of truss and ppoosition as shorn above and on the Joint Deta0.s, urhless noted othersLse. S A E OF Refer to drawings 160A-Z for staMortl plate positions. Alpine, o division of LTV Building Components Grouupp Ina shalt not be responsible for any deviation fro. Z Q AN MCOMPAW this droning, any fall— to 1-1d the truss In canFornance with ANSVTPI 1, or for handling, shlpplav, ''Po Instat"OtL L brndn of trusses. V Tl A wed On this drawing or cover Page Ustkg this CIMOO Yhdtcates ncceptnnce of prafesslonal •�,y Q� t'�.` respons6Wty solely for the de shorn The sWtab0.ity end use of thts dr=: M •'1b'{��dff hML 13389 Lakefront ❑nve for For anon the see oP the t 's genarnlallng sngo es page arMthem e r h sltesh cZ N" ' "_ Earth City,M063045 ALPII40 •eralpewltr.conh TPB nw.tpinstorgl SBW nwsbcindustryorgl IM rrrlccsofe.org 1711AL/111! Valley Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous "Attach each valley to every supporting truss with) Lateral Restraint applied at mid -length of web is permitted with diagonal (2) 16d box (0,135' x 3.5') nails toe -nailed for bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Bottom chord may be square or y q pitched cut Or as shown. By valley trusses used in lieu of put -Lin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design, members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from Xxx Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 4X4 12 3X4 Valle 12 Mnx, (— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley ❑ptional Hip �- 8-0-0 max Bottom Chord Valley Bottom Chord End Detail Joint Detail 4X4 oe�ailed_ . / Valle Y to 12 o m n T u e 12 Max.l— t 2 o.c. X3 ll S t IX3 6-0-0 ��<` a 4 1X3 5X4 SPL CMax Spacing) IX3 2X4 SPaG\�0 Common Trusses Partial 20-0-0 (++) t at 24' o.c. Plan nming Supporting trusses at 24' o.c, maximum spacing. .tpTl11t milt: Ur), --Asian.. REAR Arm FMI "ALL N°rcc ON TNS WAVM ` ``IVIAq�p'2 TC LL 30 30 40PSF REF VALLEY DETAIL -XWORTANT>o FU MH THIS IIRAVW M ALL CONTRACTORS na lM Tiff 11MA„ I � G Trusses regLAre extreme can In fabricating, handling, "piing, InstalUng and brodng. Refer to ontl �� f fall*. the latest edltl*n of BCSt <BtAtdlnp Component Safety lnfornatlm, by TPI and SBCAh for safety ,` 1' •,,�; \C,1�- �'C DL 20 15 7 PSF DATE 10/01/2014 praetkes prior to DerPorr�g these Funetbrs. Installers shall gravid¢ iaep*rary bradn0 per BCSL shI s noted oth.rsise, top chord shall have properly att.ahed .traativat .he.thdnp d bottom shard _ � � T•- BC DL 10 10 10 PSF DRWG VAL160101014 shall nave a properly ott-h.d rtggld eNlingg.. L*cotlons .horn far permve.1 toterat restraint of ebs �' shall hava bra.V,g tnasalt.d par SCSI sootbns H3, B7 B10, a.. Ncable. Apply plates to each Poce �. , $ LL 0 0 0 PSF Q �lL_il� .Fail and podtWn a. shorn above and on the Jalnt Oetdls, udass rated W -15.. — e — Refs to droving. 160A-2 for t—d.rd plot. po.I i.— R +� Alpine, a m.t.lan f ITW Ban�ra Component. Inc..halL not be—pom.ibl. far an derlatlon from — Tl3T, LD. 60 55 57PSF /W fTWODMPANY this drawing, my fu0,uv to bull the true. In canforranee with Arul/M 1, or for hmnmeq, shipping. ATLIV) F Installation k bradng of trusses, Al. A sat *n this d ..ing or cover page gstlng thl. drawing. Mcates o¢eptonce of professlenat / .mg^aarw'g'esp°"smwc, saety fa' tt,e drsim snom TM. s,n°boq' °"d 'se of tNs drawing �� Q� `� /)� !` UR,FAC. 1.25/1.33 1.15 1.15 for arty struct,re Is rosparcm0.tly oP the Busdtip Bestgner Per ANST/TPl 1 S.c2, + .d' EM ity.MonlOrrve SPACING 24,0' Earth City. MO 63046 for pore Inforratbn see thds ,lob's general notes ppaaOe and these web sites r �(� y ALPINE....aiptnelt—onl TPI, w...tpOnstargl Slim .n.sbcintlustry—gl ICO w.akcsofe,org I, .S: RL �` Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, 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. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, xx Refer to Enalneer's sealed truss desian drawina for oloavback and base truss specifications. -_ Detail A I Purlin Spacing = 24" o,c, or less 12 ena5 Una az cY- max u.c. spacing in uecween. Detail B 1 Pur(in Spacing > 24" o,c, G9 12 Up to 12 V Piggyback cap truss slant nailed to all tap chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 03 grade scab (i side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c, Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.51). \\ I I \\ ez (I I I \ P 24't o.cn minx ng ) Top Chord Scab (Typical Each End) Chord Futt Flat top chord purlins required at Depth both ends, purlln spacing > 24' o,c, Note, 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. wVMMNMrw READ AND FDLLOV ALL NQTES IN THIS DRAVDQ weI1�DRT Tw iTfMI THlS pRAVDIG TD ALL C04TRACTURS WMIL )ING THE INSTALLER& 4' AN SH `, -X- - .'T),, - Trusses require extreme care In fabricating, handling, sNpphg, InstalUng and bracing. Refer to and follow the latest edition of BCSI Guiding Component Safety Information, by TPI and SBCA) for safety Cl v�VCN_n� practices prior to performing these functions. lnstallars shall provide temporary braaing per BCSI. p, U Unless noted otherwise, top chord shall have property attached structural heathbg and bottom chard ,Y shalt have a properly attached rigid celUng. Locotbns shown Par permanent lateral restraint of ebs �� shall have and bracing installed per BCSI sections the j or IM,Det ns-it.. Apply plates W each Face d of truss and posltion as shown above and on the joint Detals, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine o dvlsion of ITV Bulldln Components Group Inc, shall not be spanslble far any deviation from +'ti i. AN 1TW43WPANY tins drawing, any Failure to bund the truss In conForrwnee dth ANSLTPI 1, or for hondUng, sWpping, Y j� � �r6 ��` Installotbn L bracing of trusses. A seal on this ding or cover page listing this drndng, Inds-tes acceptance of professional m � �y � I erBlr,eeri,g respons4Rlty solely far the design shown. The suitaWky and use of this drooling �> H 73389 Lakehonl Drive for any structure Is the resporulb►lty of the Balding Ites7g.xr peneral notes ppergg ANSI/TPI 1 See2. �,pr i Earls Cily,M063045 ALPME1 w-loheltw.camoTPBee this www.tchskorm SSCA4 wzsbchdustr oe and roiele ob sites, CC wwlccsafeorg n!`fe.1,�.`QAlAl ;1A�1 Piggyback cap truss slant naited to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'X The top chord p3 grade 2x4 scab may be replaced with either of the foltowing, (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC IL (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xi,375' nails. Note, Nalling 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'x1.375' naits Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'xS'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with (8) 6d common (0.113'x2') nails per, gusset, (4) In cap bottom chord and (4) in base truss top chord. Gussets may be staggered 4' o.c. front to back faces, 2x4 Vertical Scabs 2x4 SPF k2, full chord depth scabs (each face), Attach @ 8' o.c. with (6) IOd box nails <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 Plaoyback Plate One 28PB wave pigggyback plate to each face @ 8' O.C. Attach teeth to pplggtyback at time of fabrication. Attach to sup por Ing truss with (4) 0,120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4CO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6C31E) T-rein forcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member. Substitution T-Reinforcement or L-Reinforcement: Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c, Reinforcing member Is a minimum 807 of web member length, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) naps at 6' o,c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. or L-Reinf. T—Reinf, L—Reinf, ..VARNDOSS READ Alm FO MV ALL NOTES ON THIS BRAVDtO ..04POtTAHT.. rURNISH THIS 1e1AVQO TO ALL CONTRACTORS INCLUDING THE INSTAUSRs, 1S • ,,• f, r1/J,�/Qf �i,� TC LL PSF REF CLR Subst. Ir ww. -I ex — care b, fobrlratinp, h—Ong, shlpp4�p. Insta[Unp and bracNp Refer to and �..%` \E1,. `"� •� �i / I TC DL PSF DATE 10/01/14 Pnt1a the tntest emtbn of Besl (Bua. eonftent safety Warnatien, by TPI ontl SBCA) for snfesy practices prbr to perfornln0 these functlons. Ir�stnUers shtl prcvkiv tenpornry bradrg per BCSL Q `�`� ��G S Z DRWG BRCLBSUB1014 or UnteSs noted other%e, tap chard Shall hove properly attached structural shentMnp ontl bottoh shoes shorn for pernanent rotor( resttolnt of sobs shall hmve n properly nttachetl rlpltl eelUrp. L33, C DL PSF �7 �� 1� a iI 11-11� 11--9 I II�IY�� B7rw BT ar DMLO,et as ap kable. nppty plates to ead, fnce Installed per Bbe secs an the have and position of truss aM posttlon as shorn nbove and on tho JdnL DoSWs, wni<sz noted 4herslse, of Refer to drasNOs 160A-Z Par �10 �_ C LL PSF 11�' standard plate positions. glpine, a tvlsbn of RV BWtdlnp Conponente Group Snc. shall not be respondble for any devintbn from _ d LD. PSF Ari tTWCOMPANY this droefnp, a y ftture to bltd the truss N conPornance rith ANSI/TPI 1, or Par Fq sAlnp, shpp np, S YrHT dF f0T. Installatbn 6 tradnp f trusws. A set on Ws rYasbp ar mver pnpe IlstNp tlds drnshp, bslcates accvptoncr of proPesslaml enpheer4q respau6AltY sdelY for She derJpn shorn, The sWtnbAlty ami use of this tlrnsMg� I '�- +'�` ts+' �S� Q, DUR, FAC, 13389 Lakefront Drive Earth City. M0631M5 for any taro Is the respoRlLy of the BufldNp Deslprier per ANSVTP! 1 See$ ALPINE. esr�tolneitssonfti TP1 o.nmtii IIosro0 swB .va..shcindu st v_ Mb web Sit— sefoarn v W �� !!! 7•/,*�,,,, nt \(�} 'gat SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for or web Member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using 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 detall is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie-in toads, S L L 4' 01C Typical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + --i 2" '^ Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Sto.Qqered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18" 975# 1055# 1295# 1415# Web or Chord 2x4 a 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30, 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 360 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42" 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48` 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 6095# 6660# s L Nlninun D L Distance "n"""' L Distance B L z4 L L Nail Spacing Detail rl 11'it,, L a VAMNCBee READ Arm FULLDV ALL NUES ON TNIS MAVD,a REF MEMBER REPAIR ■■DIPORTANT- FURMSN nilS DRANINB m AJ.L CIRMACTM DJCLl1DD4 THE DISTALIMM ��` ejE�p� Trussos requw .tram core h, fabrkat4+g hmdUnp, cWppino, bstrlUng and brndng. Refer to and � �� 17L� � DATE 10/01/14 Faltor the latest edition of SCSI aluatC,g Ccrq+oront Sofety Inforlwtbn, by TPI and SBCA1 for faty prncticas prior to periorrJnp these fwcUons. Instollers slvaU pravkle temporary hrad per BCSL NO. Unless noted ot"VA... top chord shall have properly attached rtructurnl snentNng onbottom d,or DRWG REPCHRD1014 n r shall have a properly attached Npld crAinp. Locntlons shorn for pernonant lntewl astramt of abs L�J O Fes] small hnvo pm". Instnitad per BCSI wcd an 8h J B10, s urAess no APP,y Ptntes to each face a IILI��—• of truss antl position as farm above mtl to the Jdn! BetoAs, Mrss noletl otFurrlse. �C b Refer to drawings 16nA-2 for standard plate positions. r Alpine, a dlvlsion of ITV BUldhp Conponrnts Groouupp Inc shoo not be responsible for any deviation fmn i� AN (TW OOMPANY this li-aehg any failure to buttd the truss in cm orname with ANSI/TPI 1, or for handUn9, SNppinB, -r e Instnilat)on L hraclna of busses. 4 O A sad on t1Ys drowMg a cover pope llssig xho drawing. Inacatrs acceptonce t pro oj:,; l ° n n mgtnerrtnp responsmUty sIXNy for the ale sYgm. The sultnbslty nrd use of riff drnwvp °'ri° 1338E Lakefront Drve for arty atruclure Is the respaumelty of the BUtn'Mg Designer per ANSI/TPI 1 Ser2 ^�[f i �1� Earth City, M083046 for "ore hfarmatlan fee this Jobs 0e 1 notes page and these web sites' �f4fT� nJA`,. `.. tltttt SPACING 24,0' MAX ALPINE, wwr.nlpineite.conl TPI, www.tpUut.orgl SBCA, w"xiocMdustry.orgl IM wwwJeasofaarg Fp 1111 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. 0C MAX. LENGTH T0� ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CH❑RDS. - 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), - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0. O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS hln=l) ❑N THIS SHEET I USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - 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 ❑F THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS <0,113x2,5') 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 INT❑ 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). oVARNDiG� READ AND FBLLBV ALL NDTES BN THIS DRAVMM ..BwrRraNT.. FUIDM THIS BRAVD4 r0 ALL MTRACTMS MUMVIG THE DISTALLER& Trusses regndre treme core In fabricating, handling, shipping, Instn19np and bracing. Refer to an foil.. the latest edition of RCS[ I&ilaeng by T Component Safety Infornnthn, P[ and SBCA) for safet pprr¢¢cUces prior to perforning these functions. InstnUers shall =Idl temporary brar1ng par BCSL UNecc noted otherWse, top chartl stall have property attached stnvct,voi c.. and bottom din w, shall have a properly attached rigid ceiling. Locations shown For pern.nent lateral restraint of w.1 ^�f1 (I� shall have bracing installed per BCSI sections Bh J or BID, as unless Apply plates to each fac I'Lllel r�I I' Il[lll��\VVII of truss and position ac shown abov. and an th..bnt Detnlc, uN.ss noietl otherwka. LI Refer to drnaings I6OA-Z for standard plate positions. Alpine, . dvlsi- of RW DuU ng Components Group Inc shall not be responsible for any devWtlan f MI (iW COAA7ANY this drawing any failure to bald the truss In confornance with ANSUTPI L or far handung, shippl,p, Installation L bra ing of trusses, Afar seal on this drawling or rover gape Us*q this drowng, I+dlcates acceptance of professional enal mNp responsk11 sdely for the design shown The sAtabMy and usn of this drawing 133R9 Lakefront Odve s�cture Is the msponsbmy of U. Bu4n9ng Designer pop ANSUIPI 1 See2 Earth Lakefr0tDdve For more inFematan see this Job's general notes pope and these web sites, ALPDU:, weeniynelt..conl TPD ...,toinstorm SBCN ..w.sbcindustrv—m IM—.1ccsafeam p N ` 10 S AIEOF %9® Al4 0 RIO' yew = REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 f t mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. N❑TEi Add 210# uplift (max,) to "reported truss uplift for wall connections, ■■BIPatTAIlro etaaase IMAWM TTO ALL MUMS IMMUDM TVQ7E WSTURs e` �'y �� r� TOTAL TOP CHORD REF 2X4 SCAB O.H. Trusses require extreme care in fabricating, handMg, shlophg, InctaWng and brash& Refer to and rQ. �GENSF LOAD NOT TO DATE 10/01/14 Palto. the Infect edttton of BCSI ®uAtMg Component Safety Information, by TPI and SWA) for safety EXCEED 40 PSF proctic¢s prior to performing th¢se functians. Installers shall provide tenporar bradng par BCSL tlry ss nmt%1 otherwise, top chats shall have properly ttachetl structural sheathing wd Bolton chord _ �Q (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shaU have a property ottnched rigH ceahg. Locations shorn Por permanent lateral restraint of webs Q �� cf t have m PO lnstas¢d per 8be section. the J or 838, os applicable. Apply plates to ¢ash face _ , of [ruts am poc turn as choer SCSI¢ and an the Joint Beta6c, unlvst noted otherrls¢. Refer to drawings 160A-Z for standard ptote positions, c� qE OF Alphe, a civlslnn of ITV Bullding Components Group Inc shall met be responsible for any dsviatien from AN MCOMPANY this d-eing, any f nwe to bi/id the truss h canfor"o,ce with ANSI/TPI 1, or far handung, 5WPPIng, '0 [V Installation L hrocing oP trusses. A sent on thlw drawhg or cover page Us tlnp thts drawhg, Indkates acceptance eF professlonnl �� 4,e� re saety for the design :fin.+. TM sWtawlty am use of this dra.irig %> �`+. ° DUR, FAC. 1,15/1,25 for on s uct�ret lM responsb0.lty of the BWld% Beagner per 4SLIM 1 Secz �1 1336g Lakefront Drive y AlP1NFor :moo I"m..coa�°"TPi e tNsh�csbs QesB0, ."e°tr.°.`eg 9. a these-e.rsItesi a 6�°��4e�a fQN��"" 00%ttt``t\ SPACING 24' Earth City..0638a5 tP y re re