Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTRUSSRANEY COMPONENTS t nev 19900 Independence Blvd. • Groveland, FI 34736 OI11p0nents, j-, Phone: (352)429-9429 Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS131 Printed: Fri, Aug 25 2017 Job Information: Addiessc EOR Name and License Number: Customer Name: Creekside Lot 131 DR Horton 8416 Cobblestone Dr Description: i City, State, Zip: 4EBB 1828-Cali "C" I Ft. Pierce, FL —Loading Information; Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: I BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std. Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 BiGE 19 CiGE 20 EJ7 21 BJ5 22 BJ3 23 BJ1 24 CJ7 `e`O�p9O-0Illlp®�`�` eeeo File COPY No 0 7 R • �f s TATE OF .:141Z O�. `EN0 Page 1 of 1 r I a RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 Components, Etc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS131 Printed: Wed, Aug 2 2017 I UU 11 U U1ll ►d it U/ l: Address: FOR Name and License Number. domerName: Creekside Lot 131 Horton 8416 Cobblestone Dr cription: City, State, zip: 36 1828-Cali "C" Port St Lucie, FL oading Information Roof Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code. Wind Std: Wlnd Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 BiGE 19 Cl GE 20 ER 21 BJ5 22 BJ3 23 BJ1 24 CJ7 Manue i 40 015A38 FF 5B 81 SO BB 7F48 00 9g 2E 85 FB ThU ltarthtshors Bled * Ainad =6 =alcd by Ua&�J WrklA FE. (R. LLc.Ung21 on Oa &W shavers abawa Wing a 594-L a �ktcnucatLzindz wbWd cev6nofthis dsmm= ata not cmiduad staved md tnalad and tIY--'..A'3 aufficnomsm olds mmf bewdfL.d mt W1d"twnk rcylat. Page 1 of 1 t 1 Digitally signed by Manuel Martinez I DN: c=—U5, o=ldenTrust ACES Business Representative, ou=M AND E \ASSOCIATES P.A., cn=Manuel Martinez, V.2342.19200300.100.1.1=AO10980000 p 0014B4CFF8FE960000211F ,'.7�Date: �01.z.08.0210:11:25 04'00' L Adobe Acrobat DC version: 2015.006.30306 i Job Number: 136DCS131 I Ply: 1 SEQN: 635448 / T10 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt: 221.2 Ibs / ... 08/02/17 T10" 14;4"7 19'10" 25'3"9 3110" 39'8" T10" 6'6"8 5'5"9 5'5"9 6'6"7 7'10" E=5X6 03X4 D Ft�z3X4 12 6 p +) M (a) a5X6 -5X6 C Ca (a) (a) o =4X6(A) B I H=4X6(A2) 3i P O N M L K J 1112X4 I AX6 =3X4 =3X8 =3X4 =3X6 1112X4 �1' L 7'8"12 F 474 1 + 2 I 5 9 + 4'3F T8"12 �1 T8"12 12' 91040 57"1 2076434 398" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/dell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 1709 / 961 / - / 445 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 / 961 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 TCDL: 4.2 psf ea ?Bdn s B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI'Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:l_60 WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 E-F 1108 -1898 Lumber B - C 1442 -2960 F - G 1263 -2429 Value Set: 13B (Effective 6/1/2013) C - D 1263 -2429 G - H 1442 -2961 D-E 1108 -1698 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2568 -1122 M - L 2081 - 814 Bracing NA, O - N 2565 -1122 K - J 2566 -1128 (a) Continuous lateral restraint equally spaced on N - M 2081 -788 J - H 2568 -1128 member. Or 1x4 "T" reinforcement. 80% length of ee�! "' " 04 web member. Same species & SRB grade or better, +� . attached with ed Box or Gun (0.113"x2.5",min.)na1ls Maximum Web Forces Per Ply (Ibs) *NO 047102 s Webs Tens.Comp. Webs Tens. Comp. '- P - C 286 -13 M - F 468 -734 Tray Scab(s) ow ift C - N 387 -554 F - L 484 204 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach e N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails @ B" oc, plus a "r V D - M 468 -733 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st -. e OJ E - M 1338 -714 panel point: (0).Loading t Truss passed check for 20 psf additional bottom �exs d chord Biceload in areas with 42"-high x 24"-wide AA clearance. SERA" fk Wind 4001SA38FF5B81008B7F41300992E95FB Member design based on both MWFRS and C&C. *,k hornt=been aledrwed ad nazilddyy WmAMartinez, ?£('Z. Lk. 0471B21 on the dascsttowa afmm w- asFiAi at�ihctrckaticeswda. eadca ttxcdddsd�=azranutcunsiBe+sed sidnas5aads al�d and t1wMio3 aa.1han£d=SwA code rns kP• vzedW tat Wfdactfunk bias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) for safety practices prior to performing these functions_ Installers shall provide temporary bracing 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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 16OA-Z for standard plate positions_ Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfP1 1, or for handli3' 5hippinp, installation and bracing of trusses.A seal on this drawing or cover pathge listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui bility and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec. 2. 4EBB 1828-Cali sC"C/DR Horton MEBB 1828-Cali "C" [Ply: Qty:Wgt 1254.8 Ibs I FROM: AH 452 / T131 COMNI DRW.1 08/02/17 I Truss Label: AlA T10" 7'10" 14'4"7 19'10" 22'6"4I 268" 31'10" I 39'8" 6'6"8 5'5"9 2'8"4 ..41"12 5'2" 7'10" 192X4 =3X6 =3X4 m6X8 1112X4 11&4 m5X10 F1' T8"12 4'3"4 2'0"1 5'91 Z 0" 4' 5'0"1 7'11 "15 1 � T8"12 12' 14'0°1 19'10" 22'8" 26'8° 31'8"1 39'8° Loading Criteria (psf) TOLL: 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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 #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS n Deff/CSI Criteria PP Deflection in loc. Udell U# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K Creep Factor: 1.5 Max TC CSI: 0.615 Max BC CSI: 0.549 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 708 / 960 / - / 445 / 8.0 1 1557 1707 / 959 / - / - 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 1753 - 3390 C - D 1261 - 2220 H - I 1434 - 2754 D-E 1106 -1732 1-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2390 -1119 P-O 20 -9 S - R 2387 -1119 N - L 2965 -1289 R - Q 2387 -1119 M - K 26 -12 Q - P 1897 - 788 K - 1 2382 -1121 3 o s► Maximum Web Forces Per PI Ibs y , Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 C - Q 384 -563 N - G 578 -1048 a TT v Q- D D-P 458 -199 471 G- L L-M 869 -407 71 -3 0. 40 Aft E - P -681 59 - 531 L - K 2552 -1200 "�w E N 2267 L H 634 yy - -1099 - -1157 P-N 1680 -659 K-H 466 -869 _x m N-O 18 -1 40 01 SA38FF 5B B1BD 6B 7F4900 93 2E 85 FB *,kharnhastM ok _ *nedmad imaledbykfawadmarmax, n t%. U,.."irlf Pt on thaE:O&siftaio *boas WQS a5RA41 as�thent3ta¢:tdr. itud e�8a�rarshas af.x�:.=arm nut cs�3�red surd a� a�'ate�d an6 the..sr�: ax�Rfvenika3ksseex9r anu[ Yxm.ardfieicatasdactrmrs� r&plrs- `*WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions_ Installers shall provide temporary BCSI. . Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Joinf'Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of for any failure to build the g or cover pa e in. The suitability Job Number: 136DCS131 Ply.' 1 SEQN: 635461 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt 246.4 lbs .. / ... 08/02/17 T10" 14)2°11 19' 20'8" 25'5"5 31'10" 398" T 10" 6'411 4'9"5 1'8" 4'9"5 6'4"11 T 10" E5X8=5X6 E F 12 6 p c rn 65X6 C =4X6(AA2) B I 3f Q 1112X4 T8"12 4'3"J 7'8"12 12' I 1112X4 D G 1112X4 (a) P O N M L =3X6 =4X10 =4X10 =4X10 =3X6 2'2"11 5'7"5 5'7"5 2'2°11 14'2°1 19'10" 25'5"5 27'8" 5X6 H K 1112X4 4'3°4 7'8"12 31'11"4 39'8" 0 ka4 �6(A2) T' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 710 / 963 / - / 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 G 999 180 1 1557 / 710 / 964 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.145 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. MWFRS Parallel Dist: h/2 to InLoad Duration: 1.25 TPI Sid: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Factors Used: Yes Max Web CSI: 0.648 IRep Loc. from endwall: not in 9.00 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1-1 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1428 -2193 Lumber B - C 1469 -2762 G - H 1287 -2212 C - D 1286 -2212 H - 1 1470 -2762 Value Set: 13B (Effective 611/2013) D - E 1428 -2193 I - J 27 0 Top chord 2x4 SP #1 E - F 1087 -1539 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design n values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2391 -1147 N - M 1534 -596 Bracing Q - P 2388 -1146 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of .»saw P - O 2388 -1146 L - K O N 1534 K I 2388 -1162 2391 web member. Same species & SRB grade or better, Ilk -� - -584 - -1162 attached with 8d Box or Gun (0.113"x2.5",min.)nails ,�, @ 6" oc40 1W 02 71 Maximum Web Forces Per Ply (Ibs) e, Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) e ' Q - C 290 -13 N - F 338 - 255 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach to face Nails 8" C - O 386 -570 F - M 817 -562 scab of chord with: @ oc, plus 40 s D - O 315 - 317 M - G 315 -317 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). '. STAGE O - E 817 -562 M - H 386 -570 panel point: w #� * E - N 338 - 256 H - K 290 -15 Wind p Member design based on both MWFRS and C&C.' . 40015A38FF5B81B061371 490099Zc85FB ThU item ➢ n baenalzratrm4c f pted aai waled by Max,+W kurttnsas t£c.4•AiEB%{CZI'the dak aw wia aba" Wei; a 5HA-1 av�etfGcaY.aatrfa_ €bted ccpbn ofdis do-m---Aa am Mated:iOeliand =126 z.dthe,5+.ax saxthcntkAk.cede nutbea rlfbdm=jdectweLc cayles. ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingf1 handling shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) for'sa>Pety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face_of truss and'position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW BuildingqComponents Group,lnc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professtona engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Far more information see this iab's aeneml notes oaae and these web sites: ALPINE: www............. aloineitw... com: TPI: www.Unst.om: SBCA: www.sbdndusW.com: ICC: www.rccsafe.ora Job number: 136DCS131 I Ply: 1 SEQN: 635457 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 235.2 Ibs / ... 08/02/17 T10" 143 + } 5 1 2553 310" + 398"'"24 I 64136423 87 3744.,,. T10" 2 S(A2) 1112X4 =3X6 m4X10 =4X10 m4X10 m3X6 1112X4 1' T11"'I 4'3"3 2'2"13 5'7"3 5'7"3 2'2"13 4'3"3 7-8"13 1' 7'8"13 12' 14'2"1 19'10" 25'5"3 2T8" 31'1LA 39'8" T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL:6.0 psf MWFRS Parallel Dist: h/2 to h 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 "l3B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.150 D 999 240 VERT(TL): 0.347 D 999 180 HORZ(LL): 0.064 K - - HORZ(TL): 0.147 K - - Creep Factor: 1.6 Max TC CSI: 0.597 Max BC CSI: 0.557 Max Web CSI: 0.977 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1711 / 965 / - / 408 18.0 1 1561 1711 / 965 / - /- 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 1461 -2183 B - C 1502 - 2771 G - H 1318 - 2215 C - D 1318 -2215 H - 1 1502 -2771 D-E 1461 -2183 I-J 27 0 E-F 1144 -1617 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2399 -1176 N - M 1606 - 679 Q - P 2396 -1176 M - L 2396 -1203 P - O 2396 -1176 L - K 2396 -1203 O - N 1606 - 659 K -1 2399 -1203 No 0471.82- Maximum Web Forces Per Ply (Ibs) e a Webs Tens.Comp. Webs Tens. Comp. .. Q - C 290 -13 N - F 299 -216 ou C - O 389 - 579 F - M 766 - 533 ' OE O - 766 - 533 M - H 389 - 579 VC E - N 300 - 216 H - K 290 -15 40 015A38 FF 5B 8180 0 7F48 00 99 2E SS FB 3 i4 i€emrrax ck gz yned mda¢aW by UwAA Mar2tzvcz n J4L. W.0471 1 an cue dztc Aowa abom u%!n# a SRA-1 acthertScacmda. fadedc F exfitfxk dsxessm-A aam note 516mads nc: grads almd are A&WWI asAaAtoetza coda nit tawdfbd cnmydedmni: r=W, **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 t Safety Information, bV TPI an 7 SBCA) Fo) safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly KK_ ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, _ 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 any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS131 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A4 T10" 1112X4 P 12 6 0 5X6 1T 2'9"4 Wgt '238.0 Ibs I FROM: AH 459 / T8 /HIPS I DRW:/ 22'8" 255"4 31'10" 39'8" 98" 2'9"4 6'4"12 T10" =5X6 F 1112X4 I =3X6 4X10 3X4 G 1112X4 =4X10 =3X6 1112X4 c 08/02/17 473 1 22121 5974 55T 27421 4'313 TB"13 1� 12'1 142 110" 254 2T8. 3177'8"13 13 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 D 999 240 B 1561 / 712 / 965 1- / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 / 965 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.149 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 42 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: ' 0.593 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.759 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 I Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1466 -2162 Lumber B - C 1517 -2772 G - H 1334 -2214 C - D 1334 - 2214 H - I 1517 - 2772 Value Set: 13B (Effective 6/1/2013) D - E 1466 -2162 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design n values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2400 -1195 N - M 1684 -748 WindMAP Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C. ear ' j P - O 2397 -1195 L - K O N 1684 K 1 2397 -1224 2400 SN'' ��e - -724 - -1225 . y#" 047102. *� Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. w Q-C 289 -12 N-F 280 -194 ' INN0 C - O 392 - 5B2 F - M 698 -494 D - O 274 - 241 M - G O E 698 M H 274 - 241 392 582 a - -494 - E-N 281 H-K - 289 10 -195 -15 4001SA38FF5881BOBB7F4800992E95FB rtsili itamrrazbnaaa elearwAm6osa fad sad scalad by maaysel Maartbox, tta.gdrttt2:IM 4.daaa siiawa abwa uddng a5xwr, aaattsantdcradaan aka. k�%atadeapt ,mrafssdoce r,iaamnataszl adtrda=4� dImItid aaadthe S3 2MWkha aadfdadMany€daatra3h cwlm, —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 ' hipping, installing and bracing. Refer to and follow the latest edition of [ Safety Information, by TPI anr7 SBCA) forlsafety practices prior to performing these functions. Installers shall pro% BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall I id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections I e. AoDty plates to each face of truss and lDosition as shown above and on the Joinl[Details. unless noted otherw a division of ITW BuildinQComponents Groupjlnc. shall not be responsible for any deviation from this drawing,any failure to build the conformance Huth ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e of this thawing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. Job dumber: 136DCS131 Ply: 1 1 SEQN: 635473 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt:240.8 Ibs .. / .. 08/02/17 T10" 14'2"12 16'0,", 19'10" 23'7"15 25'5" 31'10" 39'8" t• T10" 1 6'4"12 r1'9"5' 3'9"15 + 39"15 +1'9"5' 6'4"12 T10" 1 =3X4 =5X6 IA2X4 =3X6 =3X8 =3X8 =3X8 =3X6 I112X4 2574 F 2'3413'17'8"124 39'8" 910"77"2 2421 255 27211'� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 F 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 F 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.065 L - - Des Ld: 37.00 EXP: C HORZ(TL): 0.150 L - - Code f Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Mean Hei TCDL: ei psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.664 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(# VIEW Ver: 16.02.01D.0314.13 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 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. _ r s<" .#, A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 713 / 964 / - / 367 18.0 J 1557 1713 /964 /- /- 18.0 Wind reactions based on MWFRS B Min Brig Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. A- B 27 0 F- G 1265 -1826 B - C 1530 -2763 G - H 1495 -2163 C - D 1351 - 2210 H - 1 1351 - 2210 D - E 1495 - 2163 I - J 1529 - 2763 E- F 1265 -1826 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2392 -1212 O - N 1747 - 801 R - Q 2389 -1212 N - M 2389 -1242 Q - P 2389 -1212 M - L 2389 -1242 P - O 1747 - 775 L - J 2392 -1242 'o' ^ NO Maximum Web Forces Per Ply (Ibs) s ww. Webs Tens.Comp. Webs Tens. Comp. 41� R-C 289 -12 O-G 277 -181 C - P D-P 390 -576 312 G - N N-H 690 312 -521 1, P E -253 690 521 N 390 -253 576 *STATE - - -1 - + ar E-O 2T7 -181 1-L 289 -14 am t F-O 201 -219 40 01 5A 38 FF 5B 81 BO B3 7F 48 00 99 2E 85 FB Thu itemh;tabr clatir ys mmdamdwsladbytAW4'.1taarttasx, F. VL. tts.0i7192! an tic &Te shawu a6¢rm=r nr; a SH$>1 sucfieritazarLnazxfn. ;�(Atadtep*0t'6Adommcmteranot assti ad Apwi_dwaled s>Ad 4fae.:a�a6n»au�aobxa!';Guspb��a rqut?aa.vsrNErsr arsy s@txirors�: copim **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS !Safety extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, i e._ Appiy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of ,rrl i,orrorn aacceptance ny structure us drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS131 Ply: 1 SEQN: 635471 / T7 / HIPS 4EBB 1828-Cali "a'[DR Horton AEBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: NO3 Ibs / ... 08/02/17 14 I 14'212 4 369I 98 ' I 208° 1314 301 { r 7T10"1 3"13 9 9" 4 =3X4 =5X6 • Em F G 112X4 � �5X65X6CI=4X6(A aH'12 )B J=4X6(A2) R Q P O L 112X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 7'8"12 4'3"4 2'21 5'7"4 5'7"4 2'2"12 4'3"4 7'8"12 1� 7'8"12 12' I 14'2"1 19'10° 25'5"4 27'8" 31'11"4 39'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 1714 / 962 / - / 346 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 1714 / 962 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.152 L - R )� B Min Br Width Re 1.8 9 q NCBCLL: 1010 Mean Height: 1510 ft Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.8 Soffit 2.00 TCDL:12 psf BCDL: 5.0 sf p Bldg Code: FBC 2014 RE Max TC CSI: 0.594 Bearin s B & J are a ri id surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Pie (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 I Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G B - C 1550 -2771 G - H 1333 -1956 1517 -2155 Lumber C - D 1366 -2215 H - 1 1366 -2215 Value Set: 13B (Effective 6/1/2013) D - E 1517 -2155 i - J 1550 -2771 Top chord TO SP #1 E - F 1333 -1956 J - K 27 0 Bot chord IN SP #1 Webs IN SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set I3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2400 -1231 O - N 1835 -868 Wind 104 R - Q 2397 -1231 N - M 2397 -1260 Member design based on both MWFRS and C&C..saa ;" Q - P 2397 -1231 M - L P O 1835 838 L J 2397 -1260 2400 :e Zvi ' F. ' 0 �- - - - -1260 4.to 'No 04110'0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 278 -172 ' * C - P 393 - 580 G - N 649 - 543 40 STA, D - P 345 - 222 N - H P E 649 N I 345 - 222 392 580 - -543 - - :a Ait�� E - O 278 -172 I - L 289 -14 0 fa F - O 234 -269 E$41.# 40 015A38 Ff 56 81 Zft BB if 48-00 99 2E 85 FB AkBMW Nw ektttuLeay Apa =5 Ualm bU WaA Nuatanw, PE91. Lk. .047192t as tha dM OMM aIMM Wing a Sr A-1 aszthaaGcat3exsaada nhtad capiiseailtiss"s docwrzs At not caul6wed s4naaixnd-wind end kheWWI au39+antka4iMcade MMI to vtdfbd Mmyadccttank; —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI ancl'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 bracing installed BCSI have a properly B3, B7 attachetl rigid ceiling Locations shown for permanentilateral restraint of webs shall per sections or 810, Apply to face. truss above and on the Join Details, unless noted otherwise. (Zefer to as applicable. plates each of and position as shown drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�fL�Components Group nc. shall not be responsible for any deviation from this drawing any failure to build the this drawing truss In conformance with ANSIITPI 1, or for handling shippiny, installation and bracing of WSses.A seal on or cover page_ _ listing this drawingg indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability for is the Building Designer ANSUTPI 1 Sec.2. and use of this drawing any structure the responsibility of per For more information see ihis'ob's eneral notes Dacie and these web sites: ALPINE: www.al ineilw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; IM www.iccsafe.or Job number: 136DCS131 Ply: 1 SEQN: 635475 / T25 / COMN 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt 218.4 Ibs / ... 08/02/17 F 7110"} + r I 398"9"2515T10" 642"1 59061211 T10" -5X8 1112X4 =5X8 D E F 6X4 =3X6 =3X4 =3X8 =3X4 =3X6 160 1' T8°12 4'3"4 2'0"1 5'9"15 5'9"15 2'0"1 4'3"4 T8"12 1' f' 7'8"12 12' 14'0 19'10" 25'7"15 27'8" 31'11"4 39'6" 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 " 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: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in Ioc L/defl L/# VERT(LL): 0.158 E 999 240 VERT(TL): 0.364 E 999 180 HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Creep Factor: 1.5 Max TC CSI: 0.604 Max BC CSI: 0.544 Max Web CSI: 0.598 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 715 / 958 / - / 326 18.0 H 1557 /715 /95B /- /- 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1409 - 2097 B - C 1568 - 2759 F - G 1385 - 2225 C - D 1385 -2225 G - H 1568 -2759 D - E 1409 - 2097 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1248 M - L 1915 - 939 P - O 2386 -1248 L - K 2385 -1277 O - N 2386 -1248 K - J 2385 -1277 N - M 1915 - 909 J - H 2388 -1277 Maximum Web Forces Per Ply (Ibs) No 047102 Webs Tens.Comp. Webs Tens. Comp. " P - C 284 -13 M - F 297 -198 C - N 401 - 558 F - L 456 - 218 ir D - N 456 -218 L - G 401 -558 " � D - M 2- G - J 284 14 4 2J E - M 259 59 -326 325 4001SA38FF5081B0BB7F480059.2E85FB * k item rm&aeen akrteceatca'r9vt ned.A-fl wAlcdby MW w*1 Mutines, ?££ tEL. Lte.C49'.FE2:{ asr S�.,me:•a9.s�itmwn abmzaz u�zig zSNA I at'.thets�ca4iesa �ax1e. ixbted eepimsolth s ilr�ntme cot=Wd..a sV�rsa�an� xalmd and the S-Wz nut bAvmpf"lad marfdectmtik c=ias. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure failure to build the g or cover pa e rn. The sui bility Job Number: 136DCS131 Ply: 1 SEQN: 635469 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs .. / ... 08/02/17 7'10"9 13'I 19'10° 26'8" 31'9"7 39'8" r 7'109 5'1"7 + 6'10" + 6'10° + 51"7 Tl0"9 05X8 =3X4 e5X8 T D E F 12 " 6 � p3X4C C' 3X4 c0 � 0 m4X6(A2) B I Hm4X6(A2) A I P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 7'8"13 4'3"3 1' 6'10° 6'10" 1' 4'3"3 T8°13 1� 7'8"13 IT 13 19'10° 26'8° 27' " 31'11"3 398" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,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 PY 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 L 0.152 J - - (T )= B Min B Width Re 1.8 � q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA32 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 I Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 611/2013) D - E 1607 -2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 Wind A,�$44 O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C. aye c „ N - M 1992 -967 J - H 2388 -1288 , Maximum Web Farces Per Ply (Ibs) $ Webs Tens.Comp. Webs Tens. Comp. . P - C 258 -14 M - F 400 - 262 C-N 367 -494 F-L 447 -224 D - N 447 -224 L - G 366 -494 ° D - M 400 - 262 G - J 258 16 ' , TAT E - M 326 -409 40 015€t38 FF 5B 81 SO BB 7F48 CO 99 2€ 85 FB rhu item hasiirmmkctta ;.§prod ari u.•aledly Mar" muttr=, (Ft.ttc. �.iP3{onthedaarsttonraksanWnsa5tta�i ar.�thentics f ea matedccpkssafth� emuma armstuncmiff..iiipdxndsealed mttr<c_5.ti entuadr n"emvib�aeMdmany decirank cr�7ns. —WARNING- READ ANDIFOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin ( shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerrlly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, as applicable. Apply Oates 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 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro�essiona engmeen g responsibility solely for the design shown. The suttability and use of this drawing for any structure is the responsibility of the Bulli ing Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS131 Ply: 1 1 SEQN: 704039 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 204.4 Ibs .. / ... 08/02/17 1i 1D"0" h 27715 97 r 39'8,9I 38 710 97T100 2"81 7915 "411 o5X8 1112X4 Z�i5X8 D E F 1112X4 m3X4 =3X6 m3X8 m3X6 m3X4 1112X4 "1 4'3"11"1 NO" 50 1"1 47-8"13 13 277"3 4 1'141908" 27"1 314 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# PF NA Ce: NA VERT(LL): 0.178 E 999 240 Lu: NA Cs: NA VERT(TL): 0.411 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.656 TPI Std: 2007 Max BC CSI: 0.654 Rep Factors Used: Yes Max Web CSI: 0.604 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1560 / 717 / 947 / - / 285 / 8.0 H 1560 / 717 1947 / - /- 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1620 -2488 B - C 1596 -2754 F - G 1495 -2370 C - D 1495 -2370 G - H 1596 -2754 D- E 1620 - 2488 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp B - P 2381 -1269 M - L 2069 -1057 P - O 2379 -1269 L - K 2069 -1057 O - N 2069 -1027 K - J 2379 -1299 N - M 2D69 -1027 J - H 2361 -1299 Qll�`*07 * Az `1 1r Maximum Web Forces Per Ply (Ibs) V 0 No 047.102 Webs Tens.Comp. Webs Tens. Comp. „ P - C 228 -16 M - F 528 - 335 *� C - O 333 - 425 F - K 443 - 230 '* O - D 443 -230 K - G 332 -425 D - M 528 - 335 G - J 228 -17 , _, �- FA. E - M 380 -478 40 01 5A 38 FF 58 81 B0 813 7F 49 00 99 2E 85 FB rbis ltCKhm bsdn ¢Ictt "stndd'wA =fad by Uw4ml Martbnea, PE (il. M.MAID I can the dale slwwaaba= trJng a sio l 2aft G`G=n=da. nt2md dial of" dm•,^ t=a At amsi&aod%ren and seatdd and t1,4 -1 +antAcaA atrde riva t bandfW mmay dc_trnrJe twlax- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properr y l7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, ale. APPIv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of any failure to build the g or cover pane tn. The suitability Job Number: S131 Ply: 4EBB 1828-Cali 360CDR Horton /4EBB 1828-Cali "C" I I Wgt i212.8 Ibs I FROM: AH 67 / T5 /HIPS I DRW/ 08/02/17 I Truss Label: A10 TlUS T 12 6 p g3X4C 0 4X6(A2) B yam. A 112X4 F'1 7'8"12 11' 16'11"4 239W Y1"8 I 5'll"4 12 23118 7'10"8 5X8 D12X4 =3X6=3X4 =5X8 D E F G H 1 Z� 3X4 �K6(�) �R Q P O N M L 3X4=3X6 m3X8 --3X4 =3X6=3X4 Id2X4 3'3 I 4.11"4 5'11"4 0 "8 1' 7'8"12 1� 11 1, 16'11"4 22'10"8 ,27'8" 28' " 3'3"4 3918" T i7 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 / 718 1940 I - / 264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 1811 J 1561 1718 / 940 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.158 L - - B Min Brg WidthReq = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 1.5 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: BCDL: 5.0 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 surface. Bearings B & J are a rigid su Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 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 VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 1686 -2613 Lumber B - C 1613 -2757 G - H 1678 -2600 C - D 1551 - 2432 H - 1 1551 - 2432 Value Set: 13B (Effective 6/1/2013) D - E 1686 -2613 1- J 1612 -2757 Top chord 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chard 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design n values Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC B - S 2384 -1284 O - N 2125 -1106 Wind Member design based on both MWFRS and C&C. MAP,R S - R 2382 -1284 N - M - Q 2125 -1076 M - L 2125 -1106 2381 -1313 ' Q - P 2125 -1076 L - J 2384 -1313 P - O 2617 -1375 No 8 Maximum Web Forces Per Ply (Ibs) ft Webs Tens.Comp. Webs Tens. Comp. ' S - C 229 -19 G - O 279 - 334 C - R 330 - 408 O - H D R 398 H M 657 - 405 395 g - -257 - D P 668 M -256 329 - -414 -1 -407 44 410 P-G 112 -109 I-L E - P 274 - 330 231 -20 40 01 5A 38 FF'58 81 BID BB 7F49 00 99 2E 95 FB V&Itflmhashecmwul=aled'byt m� tlWrikox, FE %. lte.4t.GT.H3(cn tllaCat2 shaWn aExtvn rtSnQ a 5NA 3 at�,endra3�ia actde_ eTa�tedcs ims.Qartt iltx4x�usrataraetotctraSYi rsdzVwfandmied arad tisa VW2aWhCntitat4MMden--k ba *VAfLXJ ma ydmtmrk rm�les. —WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricatingp, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an r7 SBCA) r safPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applica6 e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer 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 ANSIg PI 1, or for handling i shipping, installation and bracing of trusses.A seal on this drawing or cover pNe_ listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The su' bility and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Plumber: 136DCS131 Ply: 1 SEQN: 635478 / T22 / SPEC 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al Wgt 222.6 Ibs / ... 08/02/17 2'9"9 110"8 7'10"8 + 2�_ 6'4"13 + 3003 2'4"7 '47h 511"9 ? 5 T10''7 TT i, 0) mS' 11 �=4Xf =6X6 =3X4 =3X6 102X4 i 1112X4 =3X4 =3X6 =3X4 m3X8 =3X6m4X10 1112X4 1' 7'8"M 2'3"5 4'1"6 F 7'8"12 100"1 11F~16'1"6 12' 671 53"9 1'4" 7'8"11 1 22'4"7 27'8" 29' 2115 398" 3� 1'11"b{ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Marirnum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc LJdefl Ll# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 1718 / 930 / - / 257 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 1716 / 933 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.8 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 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: 0.821 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1843 -2891 Lumber B - C 1631 -2759 H - I 1567 -2353 C - D 1620 - 2509 I - J 1584 - 2459 Value Set: 13B (Effective 6/1/2013) D - E 1805 -2825 J - K 1628 -2755 Top chord 2x4 SP #1 E - F 1843 -2891 K - L 27 0 Bot chord 2x4 SP #1 F - G 1843 -2891 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - T 2386 -1304 P - O 2360 -1269 Member design based on both MWFRS and C&C.; f T - S 2383 -1304 O - N 2360 -1269 r S- R 2201 -1143 N- M 2380 -1327 q R- Q 2201 -1143 M- K 2382 -1327 rNo 047162 Q - P 2847 -1528 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T-C 215 -22 G-P 286 -354 « STATE OF C-S 331 -375 P-H 695 -421 apt D - S 400 - 289 H - N 1083 -1549 D - Q 809 -492 I - N 1928 -1294 N, Q-E 313 -390 N-J 320 -377 9!4w� E-P 138 -99 J-M 217 -21 40015A 38 FF5B81BOB137F4900992E85FB Wh ltem'has ba aka �tndd zAs Ied4 tl€aax 11 Mum", P. M. tkt.G43192.( an ab tring aVA4 ant�rat3>nss¢. ai�rszd cgxasmrzt� iirgrr�sumu nut uxnsiccaed Via: grad ssakd and ti^,e ure3A+3 as.-�en'Lzra9ir�sutd¢ nvsC �xtrif�l ca �c9ccUanis "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyriclid ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp installed per BCSI sections 63, B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawinct 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 prokssional 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 lobs general notes page and these web sites: ALPINE: www.alDineitw.com: TPI: wwwAiihistom: SBCA: www.sbcindustrv.com: [CC: www.iocsafe.om Job Number: 136DCS131 Ply: 1 SEQN: 635465 / T4 / HIPS' 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss Label: Al2 Wgt: 211.4 Ibs I I ... / ... 08/02/17 7'8"12 9' 14'3"11"11 19' 9 0" 25'45 30'8" 1�1 "4 39'8" r 7'8"12 '' 174 5'3"11 4'8"5 10� 5'6"5 h 5'3"11 1'3"4 7'8'12 =m3X4 3X61112X4 =3X4 =5X6 De 6 E F G H 1 T6 12 1112X4C i J I92X4 T• o v -4X6(A )B I K-4L6(A2) l� S R Q P O N M 323X4 I m3X6 m3X4 m3X8 m9X4 m3X6 m3X4 1' 7'10"8 4'1"8 2'0"3 5'9"13 59"13 2'0"3 4'1"8 7'10'8 1' 7'10"8 12' 14'0" 19'10" 257"13 27'8" 319"8 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 / - 1223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 / 720 / 921 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ("fL): 0.171 M - - B Min Big Width Req = 1.6 9 Code / Misc Criteria Creep Factor. 1.5 K Min Big Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 g g Load Duration: 1.25 MWFRS Parallel Dist: hl2 to InTPI Sid: 2007 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 9.00 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H -1 1B73 -2960 C - D 1811 -2719 I-J 1810 -2719 Value Set: 13B (Effective 6/1/2013) D - E 1873 -2960 J - K 1644 -2767 Top chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Bot chord 2x4 SP #1 F - G 2029 -3246 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Windt} - B - S 2395 -1311 P - 0 2993 -1625 MAO Member design based on both MWFRS and C&C. ae�at j S - R 2260 -1186 O - N 2260 -1216 a R - Q 2260 -1186 N - M 2260 -1216 eip, � Q - P 2993 -1614 M - K 2395 -1340 No 047182 .. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ C - S 405 - 328 P - H 329 -187 S - D 489 - 426 H - 0 378 - 520 _: ° D - Q 944 - 562 0-1 944 - 562 'v Q - E 378 - 520 I - M 489 -426 R E-P 329 -187 M-J 404 -328 . � r S-X � G - P 228 - 303 SEML is . 40 01 5A 38 FF'5B 8180857€49 00 99 2E 85 FB MU n0t &aladPrytaaa lmuttm4 PE(E1.. t?c.Gs7aSi¢ cm 60 dntihcwa abom Wks a stiA I at�itentkazrc�sszir. sYxatmdxr is t sh3stlrxorxriamsrutcx d'a�redllg sndm1ae ara6 the Mamydattmnk =lax. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin 1shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byv TPI anr7'SBCA) fo'r, safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted d1herw!se,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face otptruss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinffL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pprofessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhelresponsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS131 Ply: 1 SEQN: 635480 / T24 /SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW.. Truss Label: A13 Wgt: 203.0 Ibs / ... 08/02/17 8'D"1 14'4"11 18'0"1 20'd"1 28'4"l 29' 31'9"9 39'8" r 8'0"1 h 6'4"10 37"6 F 24' 6' + 2'7"15+ 2'9-i T107 TPT to m Ln 1 wX6i 37 1 13'4" H=5X6 aiim—=4X4 =4X10 =3X6=3X8 5'8" 2D'6" 8'1"13 3'10"3 2'1"3 6'2"14 7'3"15 T4" 7'8"11 1� 8'1"13 12' 14'1" 20'4"1 27'8" 29' 211"5 39'8" 3� 1'11"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.053 G 999 240 B 517 1210 / 343 ! - / 257 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 S• 318 1142 / 157 ! - / - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 R - - J 900 / 417 / 608 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.042 R - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.621 S Min Brg Width Req = BCDL: 5.0 psf J Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.491 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.869 Bearings B, S, & J are a rigid Bearings B& J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) D.0314.13 Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01Chords Tens.Comp. Chords Tens. Comp_ Lumber -526 Value Set: 13B (Effective 6/1/2013) A - B 27 0 F - G 454 B - C 172 -454 G - H 758 -10041004 Top chord 2x4 SP #1 C - D 607 - 222 H - 1 T74 -1029 Bot chord 2x4 SP #1 D - E 454 - 525 I - J 831 -1336 Webs 2x4 SP #3 E - F 454 - 525 J - K 27 0 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes �� Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted B - R 318 -232 O - N 1069 -590 R - Q 328 - 233 N - M 1069 - 590 Wind w 1 Q-P 328 -233 M-L 1117 -617 Member design based on both MWFRS and C&C. P - O T78 -1087 L - J 1119 -617 No 047102 Maximum Web Forces Per Ply (Ibs) � v Webs Tens.Comp. Webs Tens. Comp_ � C - R 330 - 60 O - G 470 -656 S TAT EF OF C - P 507 -862 G - M 404 -388 P - D 725 -1096 M -1 367 -445 s D-O 1282 -713 H-M 817 -601 F-O 270 -349 I-L 193 -24 40 01 5A 38 FF 5B 8180 BB 7F48 CO 99 2E 85 FB ThU Item i<"tt ek dre 6y:�ed'zed =Aad by s.E—el Mothi* FEEL, Lk.947262.1 m tha deA Azwa abGft wing a5NA-1 2atheritiO&ACCdc- e"5hted tep6n vrtfds dw.L==twe MotmWiessd T adand mind ?I9,F. tt':@.$:t4R.-3 asi8len[rsG7:iY%SYATIC t'�t35t �A Y2tSS��I @t 3?l�'�'tfAfLiL Cd£kaT_. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly j�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le. Apply plates to each face. of truss and position as shown above and on the Joinf"Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any structure is failure to build the g or cover pa e _ . wn. The suitability 0 Job Number: 136DCS131 Ply: 1 1 SEQN: 6354631T121 HIPS 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 242.2 Ibs .. / ... 08/02/17 �9 0" 7 116"4 20, 327' 8" 4'6"4 �Z10" h4+ 17 �5S12 64 6X6 TIH2X4 =5X6=4X6 1112X4 Tm6X6 12 C�6x6 I D E F G H t=6X81 J * P-A 4 q V I I T S'I IR=ono Q P O NM I I 1114X4 196X8(R) =8X12 =8X12 =5X6 1114X4 11'4" I 284" �1'T67 6'10"4 + 112"4 ' 1 2 17' + 22'8" F 2T8" 28'912 329"12 h 39'2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.97 it Lac. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113":Q.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. "`WARNING— READ —IMPORTANT•• FURNISH THIS E a division of any Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 1116 / 30 1- 1- / 8.0 Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 12025 / - / - ! - 18.0 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - / - ! - / 8.0 HORZ(TL): 0.052 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Std: 2007 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are a rigid surface. Bearings B, S, & K require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H -1 1427 -3199 C - D 2586 -1160 I - J 1678 - 3751 D - E 459 -1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 -20 F - G 459 -1040 Maximum Bot Chord Forces Per Ply (Ibs) MAChords Tens.Comp. Chards Tens. Comp. " B - T 396 - 857 P - O T - S 403 - 884 O - N 3773 -1705 3773 -1705 e 047182-R S - R 1031 - 2342 N - M K 3112 -1400 3139 �NO - Q 1031 - 2342 M - -1407 Q - P 2229 -1022 Maximum Web Forces Per Ply (Ibs) STATE OF Webs Tens.Comp. Webs Tens. Comp_ ► vare.� T - C 636 -156 G - P H P 1513 -630 433 539 " C - S 976 - 2197 - S - D 1490 - 2832 P - 1 - 326 - 673 3968 337 #„ -1743 N J Q- G356 -291 E-Q 395 -461 J-M 625 -145 4001SAL 38FF5B81BOBB7F 48 00992E85FB mt item zrAuairdtry mwwt9 Marlines ?� (ri., ttc.etraszl cn thcdatashawn atxrsat tre�g asx�-a aL'tlienffip.4'�at rye.. ftbt2d cop"doid tin-c 'ts not"XA&"d%4ntd grad ssaW attd tis�,=..«SasCdtami°.ca�eatc�e metsi iss ar.�rif°�:it� ao;g: �rwtrot3k rr�lrxs... LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing.. Refer to and follow the latest edition of ty practices prior to performing these functions. Installers shall pro% have properly attached structural sheathing and bottom chord shall I ral restraint of webs shall have bracing installed per BCSI sections I tion as shown above and on the JoinfDetails, unless noted other Irawin any failure to build the this drrawing or cover page 'sign shown. The suitability 1 Sec.2. Job Dumber: 136DCS131 Ply: 1 SEQN: 704053 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A15 Wgt: 207.2 Ibs / ... 08/02/17 t T t T '2 147115 18' "+ 4239'8" '7915 + 2"9 710715 399171115 53 '273 5481 T m1 I =5X6 12 =5X6=3X4 =3X6 dZ43X4 65X6 E F G ISX12H T VTT to N C)V G (a) fD =3X6(A1)B K=3L(101) 1 T S R�3X6 O P O N M I M3X4 =3X4 =4X8 p12X4=3X6 =3X8 012X4 13'8" 5' 21' Ft' 7'1"12 6'4"8 " 2 4'8" 5'6"5 115"11 2'11"5 7'8"11 1� 7'1"12 13'6"4 18'8" 24'2"5 25'8 34 31'11"5 39'8" �29' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.053 N 999 240 B 533 / 244 / 354 / - / 277 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 S 686 / 238 / 349 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.018 T - - Q 1284 1594 1615 / - /- 18.0 Des Ld: 37-00 EXP: C HORZ(TL): 0.033 M - - K 775 1354 1632 ! - ! - / 8.0 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS TCDL: 4.2 sf Soffit 2.00 p BCDL: 5-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.3 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.576 K Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s):, Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp - Top chord 2x4 SP #1 A - B 27 0 G - H 549 -491 Bot chord 2x4 SP #1 B - C 592 -585 H -1 938 -738 Webs 2x4 SP #3 C - D 588 -446 I - J 1003 -739 Lumber value set "13B" uses design values D - E 246 -79 J - K 1108 -1072 approved 1/3012013 by ALSC E - F 549 -491 K - L 27 0 $►fff F-G 549 -491 Bracing A (a) Continuous lateral restraint equally spaced on u member. Or lx4 "T" reinforcement. 80/o length of ", ea ' Maximum Bot Chord Forces Per Ply (Ibs) web member. Same species & SRB grade or better, esr v air Chords Tens.Comp. Chords Tens. Comp. p attached with 8d Box or Gun 0.113":Q.5",min. nails ( ) e - B - T 456 - 393 P - O 680 -602 @ 6" ac. T - S 427 -329 O - N ' 680 - 602 Tray Scab(s) m • S - R 310 - 233 N - M 881 - 808 (1) 2x4x0-3-11 x SP #3 scab at right end. Attach 41 R - Q 85 -02 -602 M - K 6 Q P 65 884 809 scab to face of chord with: Nails @ 8" oc, plus » - additional nail clusters at: BRG.: (0), heel: (0), 1st - STATE panel point: (0).- �� Maximum Web Forces Per Ply (Ibs) Wind xs �93Oa»d�� Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. g�a C-T 291 -110 Q-H 1510 -1381D 215 21-3 -214 H - N - S 6 - SERALA S - E 203 - 263 I - N 476 - 557 40 015A39 FF 56 8180 B5 7F49 00 99 2E 95 FB E - Q -321 N - J 75 03tiEem ltzsbccn as3;:ealed'by EA�t Martin", 265 G - Q 265 - 321 J - M 266 64 266 - 64 'PE M, Lic. vs7ssal an tile�LaY2sMYWfa it'zuw0 tr [i� a SN,4Z acthemtara��s sax�lr. x'�iaatad c�aasa¢iSfsss tiaG Ana eat trd�@�csad d�s3�sdssatad arz42t�s'=~:x.;aa.lis¢nt�atis�aseaie nvi �m s^trSfcle�as�ratezfrar%: ra^yiva.. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI for anr7SBCA) 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, K 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 far 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 ANSI! 1, for handling installation conformance with fPI or shipping, and bracing of trusses.A seal on this drawing or cover Pane- . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility 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'ob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www.tpinst.org• SBCA: www.sbandu .com ICC: www.iccsafe.orq Job Number: 136DCS131 Ply: I I I M.82/T14/GAB ECali C"/DR Horton /4E68 1828-Cali"C" IDRW1Qty:1FIR Label: Wgt 218.4 lbs. / 08/02/17 I T 133'9'912+ 4 21 71 39'07 +9'111"1155+ 21 13 4108 +62" 3 1,9+ 9-7 +1 97 189T T T - 13W I _2'� � 12 C05X6 8 --5X10(SRS) =3X4 p 012X4 •• E F G H I G J o3X4K L=5X6 M 33X4 T. 1 MTT N11 co o =3X6(A1)B I A AA AC Nas3X6(A1) 0 rp Z Y =3X4 X V U =-3X6 �3X4 =4X10 T S =3X4 R Q P =3X&—=3X8 13W 5' 21' hi' T1"12 2'11115 T1"12 10'1*11 32°5 5'1"12 + 13'4" 4 18'8" 1 6"4 36"5 22'2"5 3'8°12 25'11"1 3'0"15+ 29' 2'11"3� 31'11"3 T8"13 39'8" +1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw [Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 / - / 317 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 1276 / 342 1- I - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 / 590 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.030 P - - N 790 1360 / 530 1- l - / 8.0 NCBCLL: 10.00 Mean Height: 15.00 It . Code/ Misc Criteria Creep Factor1.5 Wind reactions based on MWFRS TCDL: 4.2 sf p Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.615 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.415 W Min Brg Width Req = 1.5 U Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 tt Re Factors Used: Yes Max Web CSI: 0.478 P N Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, W, U, & N require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 A - B 27 0 H - i 680 -683 Bot chord 2x4 SP #1 B - C 652 -573 1- J 680 -683 Webs 2x4 SP #3 C - D . 705 -516 J - K - 1006 -863 Lumber value set "13B" uses design values D - E 393 -297 K - L 989 -739 approved 1/3012013 by ALSC E - F 389 -293 L - M 986 -766 F - G 680 - 684 M - N 1099 -1106 Plating Notes G- H 680 -683 N- O 27 0 All plates are 2X4 except as noted. " ' (")1 plate(s) require special positioning. Refer to scaled details for special Maximum Bot Chord Forces Per Pik (Ibs) - plate plot positioning Chords Tens.Comp. Chords Tens. Comp. requirements. - Z.n B-Z 445 -399 U-T 581 508 Wind Z-Y 386 -323 T-S 577 -510 y Member design based on both MWFRS and C&C. 1 Y - X 386 -319 S - R 733 628 wa'ti, ft X-W 386 -319 R-Q 733 -628 Additional Notes ; E OF W - V 464 -379 Q - P 911 -801 See DWGS A16015ENC101014 & GBLLETIN1014 fo V-U a6a -379 P-N 914 -802 gable wind bracing and other requirements. v.� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-Z 194 -72 I-U 221 -252 Z-D 228 -95 U-J 16M -1419 D-Y 100 T-J -2 400i.5 38FF5BsiaoBB'7F4SDD99 &5.FB D -AA 909 - 801 J - S 1 203 03 -163 itdiitemR=bem srenuSrz�Pedzad:eafadbyWmaoK"aftes AA-W 935 -825 S-K 136 -14 €(et.ttc.tcx%id3(cndda7¢sfiaelnatasaus$assta W-F 91 -175 K-Q 343 -191 ar��a3scrd+a F -AB 421 - 394 Q - M 638 - 496 "tedoop�aofehkdcr_er„=taramot =d6wedsgmedsudi Izd AC -AD 421 -402 L-Q 565 -773 aadtfie.pA ent3ostesvademmtbawsxitiedoicacidatimr3s AD-U 426 -403 M-P 279 -65 cm�lns. `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]uire extreme care in fabricatingg handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building by to these functions. Installers temporary Component Safety Information, TPI and'SBCA) foS safety practices prior performing shall provide bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t f2efer as applicable. Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIlfPI 1, for handlingf installation bracing this drawing conformance with or shipping, and of hvsses.A seal on or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. 9�awing cover page_ The suitability and use of this for any structure is the' responsibility of the Building Designer per ANSI/TP11 Sec.2. IJob'Number: 136DCS131 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A16 Ply: 1 SEQN: 635482 / T14 / GABL Qty: 1 FROM: AH Wgt: 218.4 Ibs Page 2 of 2 1 ... / ... 08/02/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 - 75 V -AC 91 - 27 AB- G 79 -48 AD- H 18 -23 No 047102, 40 015A38 FF 58 8184 BB 7F 49 00 99 2E:85 FB ThU ltsrsieazbcary clez4t Ors s& arA: Iadtr3 r}iamsscl Marttnes tEQ£i.. Lk.0471921 on aVA4 a :thentscat;.:as aaye. .rAtadccvrndtssd *aamn+rtcxza3dexailstgnvl: dsmalad aas6 my da twnk CWAD : -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bVy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly CC. ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3, B7 or 610, . ADDTv plates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. Refer to DRW: a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability se of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.. information see this job's general notes paste and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA: www.sbcindushy.cnm; ICC: www.iccsafe. Job Number: 136DCS131 Ply: 1 SEQN: 704009 / T2 / GAB L 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty. 1 FROM: AH DRW: Truss Label: B1GE Wgt: 134.4lbs .. / ... 08/02/17 1016" + 21 W 1018" 1018" �— 2-8" —+ 1'4"' (TYP) I >a34X4 H J G K 12 F L 6 p � E M N D N _ IA - m C I O 1,12X4(A1) B P m2X4(A1) A Q I AE AD I AC AB AA Z Y X=3X4 W V u T S R 21'4" 1 I 21'4" 21 W '{ Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p" 81 137 / 39 /- / 11 1255 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 R - - Bearing B is a rigid surface. Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/l0(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 VIEW Ver: 15.01.01.0402.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 - 64 Value Set 13B (Effective 611/2013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H - 1 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) 9 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 MAP All plates are 2X4 except as noted. ►mow xro AD -AC 185 -110 V - U 189 106 AC -AB 188 -111 U - T 187 106 Wind x AB -AA 190 -112 T-S 185 -105 Member design based on both MWFRS and C&C. AA- Z 191 -112 S - R 183 -104 I Z-Y 192 -113 R-P 175 -103 Additional Notes _ Y - X 192 ' -107 See DWGS A16015ENC101014 & GBLLETIN1014 for' gable wind bracing and other requirements. : Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. '� C-AE 174 -103 W-J 187 -83 D -AD 88 -65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 02 H - Z 187 - 83 R - O 174 -103 SSA(, X - 1 0 -162 40 015AyS8��FF 50 81 BO BB 7F 48 00 99 2E 95 FB IhUjt9M*h=9*Cn41W4rdt2.nI=N3apd4tZrJ%idalddhVrAarAs IM4ftt=, .(FL.t£d.0471821"a tAadatc shmcrte aCarat dnga sx#.x arst4tentacazksse�m fYgMd ccpinaftifda loar"V.=VOL c i&nd envand saaiad and mwrdctmnk C,*M. ""WARNING" READ AND IFOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricatingg handling] shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryV bracing per BCSI. Unless noted olherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling{ 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 suttability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job'kumber: 136DCS131 Ply: 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt 78.4 Ibs .. / ... 08/02/17 7' 14' 7' 7' �— 1'8" --{-- 1'4" -- (TYP) G=4X4 i 14' 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 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1-60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L" 84 / 39 / 40 /- / 12 1168 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0,003 E - - B Min Big Width Req = - HORZ(TL):-0.003 E - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp - Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 - 26 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 WAVE VIEW Ver: 15.01.01.0402.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp- B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 1 Maximum Gable Forces Per Ply (Ibs) No 047182 0. Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 72 O-J 115 -75 > G_R 213 N-K 122 56 ATE OF _8599 40 0115A38 FF 53 S B0 BB 7F4E 00 99 2EZ5 F8 is8tt ii£t3t 9l5iS Y3CE41 Ct4p2�5iCdand�s$1dd6y fe5a3dd�i tdi]f3iti4`7. niSL. W.94:11210s,. the daft stnxwn abwa rsamg a54A,1 $azihantScS.thsr. ,rm9a ?m"dcepiesafthts da=-*=* matmml6wnd sYgaaxd=dmbd andtm�mdfoj rmamgdattarsk coins. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy 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 ITW Buildln�L Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ,e of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number. S131 Ply: 4EBB 1828-Cal 6C"C/DR Horton /4EBB 1828-Cali "C" I I Wgt 123.8 Ibs ISFROM:AH 014 ! T19 / EJAC I DRW % 08/02/17 I Truss Label: EJ7 C 12 6 co o rn ih "v =2X4(A1) B 1 A I T 7, Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI 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 / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 / 117 / 259 / - / 173 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 191 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ L 0.031 D - - ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 5-0 psf BCDL:5-0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.496 9 D Min Big Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: D to hl2 TPI Sid: 2007 Max BC CSI: 0.368 C Min Brg Width Req = _ Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.000 P Bearing B requires a seat plate. Loc. from endwall: not in 4.50 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: 15.01.01.0402.20 Chords Tens.Comp. - Chords Tens. Camp. Lumber A-B 27 0 B-C 77 -151 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. Lumber value set "l36" uses design values approved 1/30/2013 by ALSC B - D 0 0 Windt)1 Member design based on both MWFRS and C&C. c..� . ' ,� 0 4001513E FF 56 B1 B0 BB 7F48170 99 2E &5 FB il,itItem Aasfltccssckcdcutt3ca' (s ed=dwaicdbyrFr.+A- Wain., FF (ri.. i4e.6LrFH2t czrenada5�shawn a4ser� ar�ga 5xA.8 xs:HteniAraa�ssea�r_ a'�ated c�das¢dti�s drxra�ast�ru nrrcrdcrnA rmaiand scaled a�b ihe.s AZau7hcntma�.mnuxde mut6a�esN3e3 arsa�dsttmrs� cmylas. - —WARNING" READ ANDIFOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin i shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV 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 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. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIi PI 1, or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. JoAumber: 136DCS131 Ply: 1 SEQN: 7041113 / T161 JACK 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 08/02/17 T 5' 1' 5' Loading Criteria (pso 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/3012013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - - HORZ(TL):-0.011 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 STATE OF 4001SA38FF5881.BOB87F4900992E95 FB Thk Item =dicaled by A&a. 41Manb=,, Ew (rt. Lk.r47197,i on tba dzlt spawn abwa us#rg.a SNA 1 7uth er�a.4icss sz*�e. and c�iasad[tis tim.•are act¢r�cmeA � an3 sealed =6 the roast ba vzdfbC ra =V,9mtmrk <XPAas. C 1 O Lr) T � N io ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 /96 /208 /- 1129 18.0 D 90 /13 /70 /- !- 11.5 C 119 /93 /62 /- /- /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 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryY Ser BCSI. Unless noted 0 herwise,top chord shall have properly attached structure) sheathingg and bottom chord shall have a propperly ri9qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Insfalled per BCSI sections 63, B7 or 81 D, cable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW BuildinALComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS131 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: BJ3 Ply: 1 Qty: 4 Wgt 12.6 Ibs SEQN: 704012 / TIT / JACK FROM: AH DRW: / ... 08/02/17 C 12 6 - CO O LID 2X4(A1) B . N 43 A D 3' 1' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U . / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / B6 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 141 ! - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(fL):-0.004 D - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Br Width Re - 9 q = Load Duration: 1.25 psf MWFRS Parallel Dist: D to h/2 TPI Sid: 2007 Max BC CSI: 0.072 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any 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: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "136" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. MAP 7A STATE 40 015A38 FF 58 81. BO BB 7F 48 00 99 2E 95 FB iihftamhs tremcls �/x"o-�raadaxs5 n+zafndt�#Aaabar9Mart�cz,- �& (�s.. ite..ar�zasz} sm thada3cshswrta6ara w.dnQ as3tS 3 as,dtanticnaaro-da r"Ytntad cs�tosrdth�s d�tuasn.iva nUtcrsssi�:xad Via;: amd smlad an6 floe zR;iar.ihantita8'c�szz+,de Masi tna^ariffad area ,rdocimrk �cias. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handiin 'shi ping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7 SBCA) forlsafety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attache�rimid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss andline. position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is the,responsibility of the Building Designer per ANSIITPI 1 Sec.2. s 6 Job*Number: 136DCS131 Ply: 1 1 SEQN: 7040111 T18 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2lbs .. / ... 08/02/17 4"3 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 C 2X4(A1) B ce o LO A D 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 r No 047102 1-11% STATE OF 4001SA38FF5081BO6B7F4800992E95FB This lean#aabaetsetc a edms3=kobryBAaxnatlNtatt1t=, PE (FL. Lk. o471U1 CA tlrtdarashowe dva v WAS a smirwL ac�t3ia�rra.t&xi trrJe. Fatatadca�niaacdtJssdo:cr>sxxargnrtcnnxMI d fined*andsalad and tl--e .A- zxacntrstszamde-wt tx xar3r: Cat avy dmtran�z 16x ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 77 / 145 /- / 42 18.0 D 11 /10 118 1- !- 11.5 C -14 / 28 / 25 /- / - 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly Cc. ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. Appfv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of ,lrl i,ortorn acceptance any structure failure to build the g or cover pa e m. The suitability Job Number: 136DCS131 Ply: 1 1 SEQN: 7040151 T21 / HIP_ 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 08/02/17 2X4(A1) B T .V A 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 Des Ld: 37.00 EXP: C Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 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 "1313" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 pif at -1.41 to 55 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 pif at 0.00 BC- From _ 2 pit 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. "WARNING" READ AND -IMPORTANT" FURNISH THIS DRAM of ITW Buildin�LComponents nee with ANSIIfPI 1, or for h ing indicates acceptance dt awing for any structure 6'3" 9110"1 6'3" 3'7" D 77 4.24 12 �---3X4 C �t -v 1112X G4 =5X13FE 6'1"4 3'2" 6"1 6'1"4 97A 911 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell L/# Loc R / U / Rw / Rh / RL / W B 330 / 208 1- /- /- 110.6 Pf. NA Ce: NA VERT(LL): 0.015 G 999 240 Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 ! - 10 / 0 11.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 114 / - /- /- 11.5 HORZ(TL): 0.010 F - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 691 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 - 709 0 4001SA38Ff5B81808871-74800'99.2E85FB 3f�{a itersahv3 ten mle�fa nad atrd=afad'bp Aloartincz, n(ai.. its. eaa:gz(an th2daR25hawn atxera uzariga 53i;i :xfi'atad c�Imrd'rf� eiocasc.�rst a�r�tcasaf�rsod sip�ad.�d scaMa4 mid the si%.-i zvay.omsoacccda cnmtCaaea&bd casemga9eftmnk - C=im LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing.. Refer.to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporay have properly attached structural sheathing and bottom chord shall have a propperly :ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ition as shown above and on the Joinf Details, unless noted otherwise. 12efer to shall not be responsible for any deviation from this drawing,any failure to build the pping, installation and bracing of trusses.A seat on this drawing or cover page aona7 engineering responsibility solely_for the design shown. 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, IS' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, -45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Soeed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace w 0) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace IN(2) 2x6 'L' Brace All, Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - C S P f #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #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' p Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' B' S3' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' li' 7' 10' e' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V- 9' 3' 1 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' d (U D P L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, Ill 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14, 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' V 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' 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' i U lJ F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 01 OJ O I� Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10, 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 01 4 7' 7 7' 7' Ill 9' 0' 9' 4' 10, e' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, Ill 13' 4' 14' 0' 14' 0' 14' 0' 0)10 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' ill 13' 4' 14' 0' 14' 0' 14' 0' Stondard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, Ill 10, 12' 7' 14' 0' 14' 0' :6 #1 / #2 4' 10' .8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14101 d S P F #3 4' 7' 8' 2' 8' 5' 9' B' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Lr) U F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' - H Stondard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X 41. 5' 1' 8' 5' 8' 8' 9' Ill 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' IO' 8' 3' B' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' '(� D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' Ill 7' 12' 0' 14' 0' 14, 0' 14' 0' 14' 0' s---i Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss Diagonal brace option: T vertical length may be doubted when diagonal brace Is used. Connect L I diagonal brace for 600# 'L' -If- at each end. Max web Br ce total length is 14'. I 31E)F ` 2x6 DF-L #2 or 1g45' better diagonal 'r Vertical length shown (brace, single 8, X In table above. or double cut L (as shown) at 1 upper end. Connect dianona-( at A Lp0 N FS AN WINCOK4PANY ° 13389 Lokoffont Drive Earth City, MO 63D45 4 Refer to chart above for /M wiVARNINGW READ AND FOLLOW ALL NOTES- ON THIS DRAVM wwlH&OITANTo FIRMGSB TMS IIRAVING TD ALL CONTRACTORS DCLUDD(G THE 04TPILEM Trusses require extreme care in fabricating, handling. shipping, Instaftq and bracing. R°feri to and q allow the latest editfon of SCSI (Buttang Component Safety Information, by TPI and SBCA) for'fety •actices prior to perfarming these functions. Installers shall provide terporar bro= per PC= .less noted otherwlse, top chord shall have property attached structural sheathing nnrl bottom chard all hove a properly attached Hold ee8ing. Locations shorn for permanent lateral restraint of webs all have brudng Installed per SCSI sections 43. 97 or BIe, as applicable. Apply plates to each face Bracing Group Species and Grodest Group At S ruce-Pine-Fir Hem -Fir #1 / #2 Standartl #2 Stud #3 Stud #3 Stnndard Do u las Fir -Larch Southern Pinwale #3 #3 Stud Stud Stnndard Standard Group Di Hem -Fir #1 6 Btr #1 Dou las Flr-Larch Southern Plmewww #t ut x2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these modes. Goble Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0.128'x3.0' rifn) malts. W For (1) 'L' brace, space molls at 2' o.c. In 18' end zones and 4' o.c. between zones. )1(A(For (2) 'L' braces, space malls at 3' o.c. In IB' end zones and 6' o.c between zones. 'L' bracing must be a minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Length No S lice Less than 4. 0' 2X3 Greater than 4' 01, but 3X4 less than 11' 6' Greater than 11, 6' L 4X4 + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions ;ngth. not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 truss and position as shown above and on the Joint Details, unless noted otherelse. � KIRATt riP-fer to drawings 16OA-Z for standard plate positions. $ :WfAlpine, ,Dvlslon of ITV Building Components Group Inc shall not be responsMle for anydevlatlon fromIs drawing, any Failure to build the truss In conformnmce with (e4SI/TPI 1,r for hontlling, shlppMg,-tatlatien 6 bracing of trusses. •>0 \ m'; A seal on this drawing or raver page listing this drawing, higmtes acceptance of professkral .f�, �,^ \ ngv.eer4q respo.,sallltr sorely for the design shown The d� peryAli vm1 of Sethis cc.& ��g\ r any struetwe Is lino rrsponsmllty of The Bulldlreg De For nare Information see this Job's general notes pose and these web sites. AdA�spen pe,. vM1tHtt ALPINE, wwwatpMeltwconl TPb www.tpinstorgi SBCAl www.sbcmdurtry.orgl Too wewlccsafearg MAX. TOT, LD. 60 PSF MAX. SPACING 24,0' a0'tr� 9NI�tidS XdW >,i` c$'' I IY rt¢%, �li, wcedass Rau ry-lwanrisnep�ogs•..--alBOJso.3sWsi'•••asdlc uo olallols•ua 13NIdIV ' 4} p- a �+a 1 9°f IKy li dW 0J Job Sv0E90W' IIO Wa3 enup IuoilaMel BBLEL Ts'4 t3• �,. ul� 2DaS I Tdl/ISNY Jad Ja Aroee au " a4} !o �}MW-d-a a4} q s .(w rod By.vJP sPl} do asn pw R}Ifgolr- a41 vamp -pap a4} Jod RNlvs ,(}tIP>)SuodsaJ lvugssadoJd do aDuo}da»v ";.-I" 'CY► -W sM Wnsn aevd rano� •n arm sp} - I� tl �y dp �� sas.nJ; do Bj Au 9 uol}vlly}sW 'OgddH. •8 Auv 'v 3Sd 09 V-1 '1�l 'XHW 1 Jo ro'I Idl/ISNV %I► axrouro uoo s ury. ay a d W snJy ay; Pang o} All V 'w1 6i (} cord ugivNaP uo rod ace you •�u( dnw9 sivauod BuIPn'IH All do v ANVdtNOD ML NY 7o 317 Igsuodsar nvys Y 'C ON sO' .IP t '- •suq}Isod aynld prvpuvys rod Z-tl091 sBWavrp o} Jaday p •asl►reyia pa;ou ssal�al 'slviaH s4M' ayy w puv awogv ueoys sv uq}pod I'm ssnJ1 do asDd .Poa Ol saiold .flddtl 'eWMpddo so O7H ro LB 'EH Su011Oes IS]8 Jad PallolsLq BuP_C1 ana4 lwo sgaa d0 }Mvr;6aJ IOJayvl }uauvwad .rod u+oys .uq}viol •oyna� 19. pa4�v;;v Rl.aatlord v ana{ lmys ways woHog pw egyivay. m+i�nri• Pa Pos}o �Iwadord ...4 nay. PJmp do} 'a.l►Jay}o pa}a� 66alun tt�uu III U �� R t>10T013N30E09TH DM' 1(1 \/\ k�� 'IS(IH Jad BupoJq .trarmiuey aPinord ilap sra11v1sul •suolya.nd asayy BWwJOsJ d oy JoWd se�povrd ,pad.. rod C'.p p. Idl �'4oI}ouJodut (iadoS ;ua4oduop aup}.n> IeaH do uopma }sa;vl •4i •ollod t,T/T0/0T 31HQ . �1% S} �: AJ� •,/i, �j �\ ��• ` p,a a+ radaa 'CAD-IM P- tluniaiSW 'HWddap'BWW-4 'Bu }a�IJgad W Ja] auaA.. a. bi, 6a3s Jl lNvlaad/6.. sEO7N n MV8(l ij nu NO NSaM Tro Affirw aw a -MN"AM 060919VD-01-L33SV 33?J '4�8ua1 MdtJ)hJ aM98 XDW Jod aAogD 3.JD4D o} Jadaa •qaM 1o31;Jan do ;ulo pry Ilv}ap sly; (q passarppv }ou lflllllti( ;v vuo6olp ;7auuop suol;IpuoD Jod Jau6lsaa Bulplln8 ay; o; Jada2J Bulj4a snonq •sa}v(d laa4 puv 'aollds '.load 'pua Jaddn Jod u81sap 5snJ;, uowwoo o} Jadaa + T 7 }O (u..45 SV) ,Sb •anogo i� }ro alqnop Jo algo} ul 81 a g 1 uis ra�v.dq u.o4s 4;6ua1 ID:)MJaA uv ssa bxel ;nq ',0 ,b2uo4; Ja;oa q) + 1vuo8vlp Jay}aq JC Z# l-dH 9xZ ix? ,0 ,4 uv4} ssa-I anIl S ON 41.ua1 tool: JaA )K)K4}Bual 70}0; _ _ sa21$ a}old lool�Jan aign�- - - - - a�org qa. xoN •pua yooa }o #069 Jo; a�vJq IvuoBvlP _ _ _ •4g6ua1 Jagwaw -T - -� - _ }oauuo0 pasn sl aoorq qa. do XoB d0 wnwlulw V act }snw 5VIDOJq ,l, .81 1vuo6vip-ua4a-palgnop- 1 aq ,(Dw 1.138ual lopl;Jan •sauoz uea.}aq •o•o ,g puv sauoz .pua ,81 uI �uol;do aDurg puo8vlg o•o ,E }v sllvu aoods aaovrq .1. (a) Jojlg) •sauoz uaaa}aq •so ,b Puv sauoz pua .87 ul ssnJl algo •o•o ,2 ;v sllvu ands 1a3vrq ,�, (I) Jod )K 'sllvu (uiw ,o,Ex.8Z1'0) pol 4}Ia saJoJg ,-I, 4w};tl ' nocIV } wAs •6u LeJano poor,Cid ,21 Jo '6uv4Jano ,o ,2 4}I* sra>Ioot;no ,0 ,b uoJd pool s;roddns pua algv!) •<pvol pva8 01. dsd S) Bupbeq snonul;uon Jano did SET Jod suopoauuo3 ;dOdn aplAOJd '04Z/l sl uolra;IJ7 uol}oaldap pool PuIA 1saa.oN llola[T ssn.41 a1gorl -sapv.16 asa4; 4}IA% pasn act ADw sanlvA 8 dno.0 •sPJ1708 pa}va-SS8.4s St, IvIJ}snpul ro SS Zvi gsnpul Illuo asn auld 'OS Me JOS •(PJvo8 pa;oa-ssar}S) emS act Mutes sa=r8 4x1 Z# 2# i# 1# rrrauid ura4;nog 4s vl-Jlj .,I nob i# rld-waH tEl dno A!) propug p,dvpuv}S Pn}So;Pn�S Eq E# rrrauid ura4}noS y�Jvl-JIj sv1 noH PJvPuo}S E# Pn}S e# pnlS I 2# pJvpuoyS 2# / T# J13-waH JI¢auld-aonJ S y dnoJ9 Isapvig puo sapadS dnoJB BupDJg 10 A4l .0 ,41 It ,ET ,8 121 .S ITT ,TT ,OT It ,8 .1 ,8 .S 19 .1 19 .S It, p.lvpul4s _� C[ R 10 ,bi .0 All .0 ,ell .0 All .9 1I1 .0 111 .L 16 .1 16 AtL .01 19 19 It, pnj.S .0 .bT .0 All .0 All 10 ,bT .9 111 .0 111 It ,6 A ,6 .£ It 10I 19 .9 It E# _j �'� Q x .0 ,bl A All .0 III A All 19 ,ll It ,TT ,e 16 A, ,6 .2 .8 IT It .8 , a# .0 All .0 ,ell .0 'ell 10 till .8 111 .2 111 .6 ,6 .S 16 .£ ,e .0 .8 el .01 , T# .0 1111 .0 All .0 All It ,£T S 111 .11 ,OT .£ ,6 .8 ,8 111 19 .9 .9 ,S ,4 PJDPuD}S JH n G-) .0 14T 10 ,ell .0 All 10 ,bT .S ,IT .IT '01 .9 A 1 2 .6 11 18 ,L ,L Is; It, Pnj_S .0 ,vI ,o ,ell ,0 ,41 1 .0 ,vl .S 111 It ,Ot .9 ,6 ,2 ,6 .1 ,8 1 L ,L .S It, E# Q A ,b1 .0 All 10 All .0 All .9 111 .1 101 .8 ,6 A, ,6 .2 ,8 .I1 ,L .8 , 2# / AS .0 ,111 .0 ,111 ,6 111• 10 ,TT .2 101 .S 16 .9 ,L A It It ,S .E ,S .0 It, PJDPuD}S Cl .0 ,elT .0 ,b1 .E 161 .S ,2T .S 101 .0 ,Ot ,S ,e .11 It .b 19 .TT ,S It tt, pn4.S .0 ,bl 10 All .E 'ET .S 121 .S 101 10 lot ,S ,8 .11 It .4 19 .11 ,S .1 It E# d s C .0 All .0 ,bl .6 ,£1 .E t£1 .9 101 .T ,Ol .6 ,8 .S 18 .S It .2 It .2 It, 2# .0 ,bl .0 ,bl .IS ,ET .S ,ET .L ,01 12 ,Ot .11 ,e It 18 .9 It .£ It .S It, 1# A tell .0 ,4I ,e .al .01 ,TT ,b 101 11 ,6 10 ,8 .9 ,L .0 19 .8 .S .0 'el PJDpuW1 O .0 ,ell .0 ,bt It t£T 11 ,El .4 101 Al A .8 ,8 .b 18 .0 ,L It 19 1 10 ,b pn:I.S d H d d s n < i .0 tell .0 All It ,£1 .T ,Et It, 101 .TT ,6 .8 ,8 b ,e .S It L 19 .0 It E# .0 All 10 ,bt ,6 ,£T .£ t£T 19 101 ,T ,OT 6 ,8 .S ,8 .S It .2 It ,2 ,el 2# / 1# n A ,ET 2 ,21 It .6 .TT 18 .E .8 .6 It .1 19 ,e ,S ,L ,b ,E It .E ,E PJDPuDJS .0 ,bl ,e .ET .01 AT .1 101 .1 ,6 .6 ,8 IT 19 Is;t9 12 19 .01 It, It ,E Pn�S _1 d Q Q .0 ,ell ,e ,ES .01 AI .1 ,OT .I ,6 .6 ,8 .11 19 .S 19 .2 ,S .01 ,b It t£ E# � .0 tbl .6 ,El .0 121 It ,TT ,2 .6 .6 ,8 .8 1L ,S It .9 ,9 11 19 .8 ,E 2# d S r .0 It'] .11 161 .2 ,21 1 6 ,TT .E ,6 .11 ,8 .6 It .9 ,L .L .9 It 19 .01 ,E T# (p 10 ,bl .t ,El .el 101 .8 ,6 .11 18 ,b 18 It 19 .aa 19 111 It, .L It .9 ,£ pJvpuv}S (� It ,EI .TT ,IT .2 .11 .1 .6 .8 18 It It 12 It .8 ,S Al .S .9 ,£ pnj_S Jn d d S 10 ,41 It ,£l .IT ITT .£ ,TI A A .8 18 It It .2 ,L .6 ,S ,S ,S .9 .E E# .0 ,bl .6 .61 .0 121 It ,TT .2 16 .6 t8 .8 It .S It .9 19 .£ 19 .8 ,E 2# / 1# <-•{ g dnoJAg y dnoJB It dnoJ!j b dnoJ3 g dnoA!) y dnoJ9 it dnoJB y dnoJO g dnoj!) y dnoJ9 Sa7DJg ON apo.d0 sapadS 8upDd iD)I:�JaA a1gD8 .a7D•,Ig bxa S It aaoJH .1, gx2 (a> p aooJH .l. 9x2 (1) rw aooJg ,-I. elxz <Z) r aooJH ,-6 elxe (1) w a]vJH .'I. bxl R) 00'T = }zN % aJnsodx3 'pasoPu3 A11914.JDd 'a.4olaH uoaW ,OE 'Paaa$ PUTA 4ou 021 1J0 00'T = 1•zH '(I a dnsodx3 'pasopu3 'I SPH uoaW ,0E 'paadS pulA 4dw OelT .JO 00.1 = 1-zN 13 aJnsodx3 'pasolou3 A11012-JDd 'VAaH uoaW ,OE 'paadS put/" HdW Ott IJ0 00'T = :.z>j 16 a Ansodx3 'pas013u3 'I.g6PH unaW ,0C 'paadS puijv1 qdw 09T :0T-L 33Sd jilo�,ag 4_uaw@Djo juiaa pn4-S algnD 'T Relnfol Memk Go Tr Gable Detail F-nr I rat —In VPrtirnlc: Gable Truss Plate Sizes )proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of upped plates to span the web. I 2X4 ( 2X4 2X8 rrovlae connections tor uput c speciriea on Tne englneerea Truss oesign. Attach each 'T' reinforcing member with End Driven Nailsi IOd Common (0.148'x 3.',min) Nails at 4' o,c, plus (4) malls in the top and bottom chords. Toenalled Nails, I0d Common (0,148'x3',min) Toenails at 4' o c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014,A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A1t515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, AI8030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIDIO14 See appropriate Alpine gable detail for maximum unreinforced gabte vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ °T° Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T• Relnf, 'T' Mbr. Size Increase 2x4 30 2x6 20 "VARMtlfitaa READ AND FMIMV ALL NUIES DN TMS MAVINfI "' f,Jq ."", REF LET -IN VERT asD*%TANTM FUMISH THIS BRAVING TO ALL CaMACTORS R CLUBM UE INSTALLERS ��`\ �. 1VE>�. "sir Trusses rewire extreme care h fabricatfiV handlhV shlppina, Installing and bracing, Refer to and ., �>~, '. DATE 10/01/14 {allot the latest edition of BCSI (BuA UrQ Canpanent Safety Information, by TPI and SBCA) for Safety t,e pr.ctk.s Miar to perfornhg theca funeUons. Ins -tatters shall provide temporary br Ting par BCSL ��Z,j�tV� unte noted otherwise, top chord shalt have property attached strictest sh.. and bottom aura � t DRWG GBLLETIN1014 shall have a property attached rl6W cetIne. Locations shorn for permanent lntercl restraint of of t us bracing instnUed per BCSI sand on the J or Bet, os u ess o d oty proles to ouch Foee = {�i - IILII�IIL^L—J'I of truss and ppa.salon as shorn above and on the ,btnt 1310. s, =Ic. noted otherwise. = Refer to dr .%. 160A-Z for standard plot. posltions. Alphe, a division of RV BuRall Q Components a Inc, shall not be responsbte for ony devintlen from AN IIWMMPAW this afi a ke, any f pure to buRi the truss In nformance with ANSI/TPI 1. or for haM11n8. so PUMD, - $T TE OF Inst.tlatbn a bracing of trusses, M +X, TOT, LD, 60 PSF A seal do this dnevp or eovar pit listing this drowIng, Indicates acceptance of professional i englneerbg re pons6Rlty aolelY far tR.' d.sian shown The swt"Uty and use of th mowing ' �� L 0 �,ty\' UR, FAC, ANY for any structure is tM respans6lUty of the BWlmng Designer per ANSI/TPI 1 Sd!c2. % .�„ E.rth Lakefront Drive For more trtfonvatlon see this job's general notes a and these web sites Eerlh City, MO ^o3045 ALPIND wwmatolneitwcomd Tpl, www.toInstarni SBca www.ebwdaystrvaral Icts wrJccsofeorA rr�, CCQn,__ _ _. r��_.�,ti MAX. SPACING 24,0° W Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Bot Chord 2x4 SP #2N or SPF #1/#2 or better. 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 Lateral Restraint applied at mid -length of web is permitted with diagonal )OKAttach each valley to every supporting truss with) bracing as shown in DRWG BRCLBANC1014, (2) 16d box (0.135' x 3,5') nails toe-nalled for 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 Itched cut Y q P Or as shown. By valley trusses used in lieu of purlin 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'. 4 2X4 X4 12 3X4 Valle 12 MaSpacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley ❑ptional. Hip �— 8-0-0 max -i Bottom Chord Bottom Chord End Detail Joint Detail. Valle Y y 4X4 Toe -*ailed /Valle 12 o m n T u e 12 Max, t 2 o, . 1X3 VC 11 S t IX3 6-0-0 `AP, --- - t4 —-------- 1X3 (Max Spacing) 2X4 1X3 5X4/SPL 1X3 SQp 1 Common Trusses Partial Framing 20-0-0 (++) at 241 o.c, Plan Supporting trusses at 24' o,c. maximum spacing. t11t1411/ U 111/„�I .mvARNTN61u RFAB am FOLLDV ALL NOTES ON TM WAVM �., TC LL 30 30 40PSF REF VALLEY DETAIL \\ ®DWMTANTW. FUMSN IMS nRAWM O ALL CIPM CTM IhE =W ThE MTAt`r•e Trusses requFr extreme care In Fabrfcot nPa�hortlUnB• sNPPbe. Installing +a Refer to and ... GEA1 C DL 20 15 7 PSF DATE 10/01/2014 Follow the Latest ecitim of SCSI U&Ading Component Safetyinformation, by TPI and SBCA) for We '�� ` �! y,�J' pprorodices pNor to performing these functions. InataUers hall provide temporary bracing per BCSL 4.� Urdess nosed otherNse, top lard s1aU have properly attached atruetwnl sheer lag, and bottoh chord _ �'- H.£ DL 10 10 10 PSF DRWG VAL160101014 shalt lave properly atteched rigid celIa� Locations shown for parnanent lateral rest—Int of Webs _ .unit have bracing Installed per SCSI sect(ona 83, 87 or BIB, as applicable. Apply plates to each face Q I' IL_.IJ� of truss " posKlam as shown above and on the Joint Details, wAsss noted athar.�wa. _ B� LL 0 0 0 PSF Re to dro.InBa 168A-Z for standard pinta posttlorx. Alpine, o dWls- of TTV Buliang Canponents Group lnc. shalt not be roaponsUo for an d.vlatbn from - \ `AT TOT, LD. 60 55 57PSF AM 111V COMPANY this druvft, any F*Zure to build the truss in eon ornanee with ANSI/TPI 1, err for handling, shbping, � V . QP Installation s bracing of trusses. .tea A coal al this draWp or cover page Us*g tMs drawing. Intecate6 acceptance of profwcsbnal -J- engttio rospansBiltty solaty ofslpn shown. The swtabiny arw use of tNs droWYg i� Q� J. l`] ;��,-f UR.FAC.1.25/1.33 1.15 1.15 13389 LakefroN Dwe Tot' an,e k tN tin Buldro Dtsgrrr per ANSVTPI 1 Set2 ' ��' net ;;^^\,�y Earth Oily, MO 63046 For more infon+aibn see r Jtb,; general notes ppoape and these web sltes+ �, l5 (v li,�' \\\ SPACING ALPINE Wvralpineltwconl TFl, nr�tpinstargt SHCM wWrsbclmluetrya v' Ico wsw.kcsa .—Il /i 41I 7 1 e Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0� psf (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. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drrawlnn for nlonvback and base truss soecificatlons. Detail A t Purlin 12 up to 12 4' 2' 2' Spacing = 24' o.c, or less L—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between, Detail B r Purlin Spacing > 24' o,c, Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0135'0.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls <0.12B'x3') at 4' o.c, Attach purlin bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V II II \\ \\ I I \\ / I I I I Purlin Spacing) 24' O.C. max Futt LTop Chard Scob (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c. Notes If purlins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max, and use Detall A. t�,IJJJJJJJJJjj -WAFMIW- READ AND FOLLDV ALL NaTEs ON TMS DRAVD)GI ..DIPQiTANTo nAWSH THIS ➢RAVING To ALL CRITRACTURS DaMMG THE =TALI.= Trusan ses require extreme care In fabricating, handling shipping, Installing and brackp. ReFer to and `� follow the latest edtlof BCSI (Ruldng Component Safety Infrrmtlon. by TPI ontl SBLA) For safety \CE pprractkes prior to porforrdng these functlons. Installers shall provide temporary bradng per BCSI. N llnl twd otherwise, top chord shall have properly attached structural aheathln and bottom drain \� shall have a properly attached rigid ceiling. Locations shorn far pernonent lateral restraint of scabs ri �� chntl hnva bradrp Instnlletl per BCSI cectlanc 83, 07 or BIO. as applicable. Apply pintas to each face _ - a III II=, of truss a W pPosition ac shorn nbovo and an the Joint Details, uMPLs noted otherwise. _ Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Im shall not be responsible for any deviation from AN ITN/COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, r for handling, shippInG, t �� ATJy Oil; Installationro 1. bcing of trusses, ;. A seal on this drawing or cover page listing this drarYp. Indicates acceptance of professionals0 e6T trvtleep=ehs1h.— My M/TPsIof this dwngeof Building vrper. 1 Sec2 'Oqp� \1�y Earth ty. MO tOdve For nore Infornatlan see this Job's general notes page and these web skes, fA/r V/M,t�,t F'L,\ ivt�� u Earth Ci .M063G46 ALPDVFi wwwalpinoitw.coml TPA —3PInstoral SBCA, xewsbcMustrYAro) IM nwkxsafeorg SPACING 24,0 Piggyback cap truss slant palled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box naits (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with <8) 0.120'xl.375' naps, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' naps. Note+ Nailing thru holes of wave plate is acceptable. )a In addition, provide connection with one of the following methods- Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3x10 Trulox plates for 2x6 and larger chord members. Attach to each face P 8' c.c. with <0 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' (mist) APA rated sheathing gussets (each face), Attach 9 8' o.c. with (9) 6d common (0.113'x2') naps per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach 2 8' o.c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Plaslvback Plate One 28PB wave pl gyback plate to each face 8' o,c. Attach eeth to piggyback at time of abrlcatlon. Attach to supporting truss with (4) 0.120'xi.375' malls per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 2 X Hip Frame Details %LAVA KA:- w,jA-+, min, )K Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPIT, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, ` lumber, plating, loading, and duration factor required. Hip-frame-c-hor_ds_maay be trimmed up to 2' to fit, purlins must be intact and property a-ttach-e-d. Bq /Hip Frame T Common Tr sses Stepped Hip System Trusses ns tback n 1 #1 Hip Pitched and Sheathed Chord Area Hip Framew / B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131ex3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5e nails @ 6' o.c. maximum spacing, Hip Frame Section B-B Setback Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for; mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords 'of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structurcc��4 anels must be property attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiorfsi ki � iywrlins. wandARNMew MG aNBV ALL NaTEs E+ TM MAWDa.`' —DIPMANTes rURNM THIS DM%4W TO ALL CCNTW+C7= MC=WG RE DWAUMM Trusses requu-a extra" care h fabricating, handBnp, Shipping, 6lstalUrtpp and 6r¢chp Rater to�\ �� GEC c7,(� REF HIP FRAME DATE 10��1�14 PoIWw tha rates! edition of SCSI CBueding ConponeM so"' [niornntbn, by TPI and SBCA) for safety Na \" Mactkes prior to perforning these f,mctlans. Instagrrs shall provide Unporary bratlI�g per SCSL ess oared otherwise, top chord shall Imve property at struct ral wheat and bottan &ord n DRWG HIPER1801014 d �� shalt have a g,=, attn& ad ce11Mg. Locotlons shown far pernonent lateral resMdnt of rebs, sand an BB, IJ or Btp, as applicable. Apply piatesraise. to each Pace shall hove post Instas s per above of Muss aitl ppos ilon ¢s shown above and on the Joint Iktoils, unless noted otheretse. ! = SAtA E OF _ Refer to drawings 16DA-Z far standard plate positlons. Alp'r�e, ¢ dlvLeton of ITV Bu0.d6ig Conponents Group Tnc. shall noL be responsible for ¢nyy deviation Fron :.d 4 9 All APB RW ODMPANY tNs drowirp any faRurc to biltd the truss In conFornance rlth ANSI/TPI L or far 1+nndUng, akpping, Q ,/ fj Q'. Fd* D hat¢Ilntbn 6 bracbg of trusses. A sed on this tlrnwNg or' myer page Ust6�`g^` this drnwhg, bvhotes acceptance oP proPessbnal Ei le �� ` � jj�� .. ry�ir Q s g to t� x}� Earth CtyeM063045 For more forr ^ae eat Jabs ra these web slt°s' ALPINE, weaalolneltw.coni TPL wastoinstoroi SECOA wew.ibCl duGtrV4rol ICO wvwJcccaFe.oro 1114IAAT''eppTallaT`L`ty,}t��a` C.iSItFSI�',�� i CLR Reinforcing 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 seated 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 2-2x6OO T-reinforcement, L-rein forcement, 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 T-Reinf. L-Reinforcement+ or L-Reinf. 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 607 of web member (ength. T-Reinf. L-Reinf, Scab Reinf orcement: Apply scab<s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) nails at 6' o,c. Reinforcing member is a minimum 807 of web member length. Scab Reinf, —VARMNFdrr READ AND mLuv Alt NaTa nN Tm nmmm pp aV, TC LL PSF REF CLR Subst, renwalTANTss iWNISN Tm wAvU Ta ALL CQITRACTM HCI UNN6 TK MT&U3r. Trusses require extrene care 6t fabricating, handlep, shipping, NstdLLnp and breckp. RtFer to and `qv\ t\eL y''�., �� ` 'T1 �i folloe the latest odition of HCSI (Bu0.ding Conponent SafvLy inforratlan, by TPI and SBCA) for safety prattle". prior to perForNng thane Functions. InsYnLLers shall provWa teeporary bracing per BCSL �� i TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 U,less rood otherrlse, top chord sMll hove properly attached structural sheatWnO on button chord Wgld Lomtbns For lateral restraint of ales ��5�Y,v �1` C DL PSF O �FI �� shall have a properly attached c¢Ilhp. shorn pernanmt J or DBig,irt as applbn no Apply plates to each Pace shall have bracing Installed per aboI sections on the F truss and ppoositron s s above on Lh. Joint netala, untacs noted therNse. = g ✓7f"'f 7't C LL PSF III III far Re Per to dravings l6uA-Z For stondord plot" posltbns. pl Atptr, divLabn of ITV I1Jlding Conponents Group Inc shop not he respanslble for ony deviation from — _ g AN RW COMPANY , this drarNg, nrry Fn0.ure to buRtl the truss h canFornonce vith ANSIRPI L ar Par handling, sHpp4+p, .Q E OF y ❑T, LD, PSF Installotbn 6 bracing of trusses. A seal on this droving ar rover page llsth0 this drneYq. bxlcntes acceptance of professlornl tr vr4q rtapmsbGily adely Far the design eYw.n. T)ro sWtabalty and use of lain drnrYq ' 9 q A. ' A 0 <y DUR, FACE 13389 far• an treys clue Is tiro of tjo suBdha a per I Sect. Iy � w , t • �F67/Fjf,,k SPACING Earth City. MO 63046 b' informationsee notes andthese for nor" hltecotion see this Job's genarot notes pout and these web slLes ALPINE, m.otobwitr.cant TPb rrv.toeletarpi SBCA, r.v.sbctntlustryarai ICG en)ccsnfe—g q`a /6 r F;U% Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length<s) = <2)(L) + <B) Scab member length (S) must be. within the broken panel, Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In toads, S L L 4' o,c Typical ~ Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 r 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 r 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 421 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# o + o + o + o o + o + o + o --] 2' 1 Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trite Row Staggered Nail Spacing Detail —VARHINfa. s READ AND F0.L0V ALL NUTES a THIS DRAVlMCd ..DMTANTo FURNISH THIS DRAVING TO ALL CONTRACTORS VACLUDING THE INSTAU roS Trusses require extreme care 1. Pabrtc.ting, hardleig, shipping, Installing and bradg. Refer to am follow the latest edition of SCSI (Budding Conponent Safety Inf—ticn, by TPI and SECA) for safety pr ctkes prior to perfoming those functions. Instals. slnll prove!. temporaryy bra per BCSL lJNess noted otherwise, top died shall have properly ottodu!d structural sheathing on bottom char .hall have . properly attachod rigid Colin LOcatbns sham for permanent lateral estrnInt of ..bs Q f1 \� (� TIPS sMll Imvr and po I- as per ab. sacte on th J or Details. oc unless le.no Apply plates to each Face 1�I��II�Jtr�� lu^\v1111 L`� of truss antl pot L.. as shown above and on the Joint DeBIC'Wds, unless rated otherwise. L Refer to drawings 160A-Z for stnndord plate positions. Alpine, a dlvWon of ITV Budding Components Group Inc shall not be responsible far any deviation frc AN TTW COMPANY tws drawing, any fadure to bond the truss 1. anfarnance with ANSI/TPt 1, or Por handdng, swppha Installation L braChq of truces. A swat on this dr.weg ar aver page gsteg this dra.Ing. Vdcates accwptance of prof ... 1-1 ergFKere,g re solely for the design shown The sdtnbuty and use of ttfs dra bV 13389 Lakefranl 0rfve for any s<ructwq Is the roayonsbLlty of the Buddng Designer per ANSI/IPI I Sect. Earth City, MO 63045 For more inF—tion see this Job's general notes poge and these web sites ALPINE, wssalolneite.aru TPI- wws.tolnstora SBCW wwwabclnddustrvora) IC6 wwwlmsof.arn I9Nnum L nlstance B L s \ L L L I 1 Zy�C♦ P',tilri L I Bd REF MEMBER REPAIR ¢r V ttJ DATE 10/01/14 No. DRWG REPCHRD1014 ,o ,3TA(TE OF f7 ♦V A ._it SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' CC MAX. LENGTH TO TRIM FILLER r EXISTING FILLER 1�JII - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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' D.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 At-,P)NIg AN ITWCOMPANY y 13389 Lakefront Ofte e Earth City, M0 63045 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C, MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET F USE THIS DETAIL F❑RI CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED�T❑ THE FALSE FRAME. 3 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'), ;E FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTEi 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 L❑CATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS, - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB> GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), —VAR PMWX READ AND FDLLDV ALL NOTES ON THIS DRAVINGI ssDFMTNU FIIRRSN THIS DRAWING TO ALL CONTRACTORS D4:WDD4 THE DISTALLM& Trusses require extreme care In fabricating, hantl8np, shlpphp, bistnlDnp and bntlng ReFer to and follow the latest edition of BCSI (BuldV Component Safety Infornntlon, 6y TPI and SBCA) for safety pprrnncUcos prior to performing thoso functlona. Installers shntt provide temporaryy bracing per BCSL UNess rated otherNse, top chord sholl have properly attached structural shoaWng and bottom 6,0 shall have a properly attadhed rigid celMg. Locations shown For permanent laiernl rcstrmint of web: shall have bracing Mstalled per BCSI sections B3, B7 or BID, as trlcnble. Apply plates to each face of trust and pasitian as shorn above and on the Joint Detals, unless noted oth—lem. Refer to drawings 16DA-Z for standard plate positions. Alpine, a dlvlsion of ITV Bu4tltlMIngg Canpononts Gro�p Inc shad not be responsible for any devibtlon Fr thls dvNng, any Faiure to bind the truss M conformance with ANSI/TPI L or for hauling, shipping, Installatlan 6 b—Ing of trusses. A sent on this draft or cover pope lisilnp this draft, Indicates accept— of professional W+g n h/14y soles far the design shorn The aWtabNty and use of this draft I- structu�es�is the responsNllty of the Dulding Designer per ANSl/TPI I Sect Fen mere in£ermatlan see this ioh's general rotes mow and these web sites. 'g�� ,rENSFYd sa N.0 8 . AI F OF .'-Po�tOR1©T �(�`'` EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 T SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, Minimum 2X4 scab, sane 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'x3,0e, min) nails at 8` o,c, plus clusters of four nails where shown In figure below 00. NOTEI #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, 12 2 TO 12� 3L (k) L 24- MAXIMUM oVARNINDW READ AND FTDM ALL HIVES a THIS DRAVDAa .wfuRTAerTa FIFdM tilts DRAWM TD ALL CDMRACMRS INC1.0 W THE WTALLER& .` � .�` Jw ref �Oj�'o�TSEXCEED sOAD OTAL TOP CHORD NOT TO REF 2X4 SCAB O.H. DATE 10/Ol/14 Trusses —Wire eXtrem care In fobri;otoig, hondlhg shi instnlUng And brArJng, Refer to and folic, the must editlon of Dcsl (M.7.g conpanent S.fety� IrfFornntlon, by TPI Antl SDCN for safety G��s � �Q' �,� F 40 PSF practlees prbr to performing these Functlonc Installers shall 9= tenporary b—ing per DCSI. Unless nAted otherske, top Chord shall have properly attached structural she. ^9 And button chord shall have a properly ¢tt-htd rlgW ce0.tng. Locotbns sheen fAr pernnneM lateral restraint of webs droll have bwdncl bistnllod per BCSI sectionn Apply plates to each fact or Det Antess; _ No .� DEAD PLUS LIVE) DRWG OHSCB2X41014 L�Prg A � F trust and ppoosition os shown Above antl a the Joint Detn6s, uNess note otharsk¢. the J is no Re Far to draehgs 160p-Z for stendard plate positions. SATE 4F AN tiVi/��M�%i�, Alpine, A division of ITV Hulloing Components Group Inc. shall not be msponslble for any deviation from VAS dnv4np any faAure to buUd the truss In conformance vtth ANSV7PI 1, or for handling, stopping, m .Q hstallatlon 6 broctng of Srucses. A seal on this drawing or cover page Udset�nngn this draK�p, hAmtes acceptance of professlorol �eineerMes tY tlof ihemation Herat= WftApage ` �F�� /t� � �Q , 'p¢f� \e\o , 1, 24 1,2.� 1338E.dtD a forNresP�s�4ltY see thts ' 9 Fwes �e nrdL these mob sites, iffy !!A� `` \ `ef �\ CiryefmnMO more ALPINE, seeaWnens.coni TPI, etw.totnst.orgi ffiCA rwesbchdustry—Ai IC1 —Wecsofe.ora (/NA . o"... ""'L at SPACING _ - 12 (2) 16d TOE NAILS O VARIES OPTIONAL SCISSORS BOTTOM CORD I 1 3-0-0 MAX. SPAN TYPICAL END JACK (Ed) N.T.S. I 12 I VARIES 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. (2) 16d TOE NAILS —(4) 16d NAILS See Connection Detail WEB CONFIGURATION —(4) 16d NAILS See Connection Detail i 0 I CONNECTION DETAIL m (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM J 2x4 SYP Nailer 16" Long 6-0' Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 0�.J 12 B VARIES WEB CONFIGURATION (4) ' 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION ®ybr1�9�99area,e MART��'i TYPICAL L1 ADING (P.S.F.) bee`�P .C•E N TILE: SHINGLES: TOP LIVE LOAO:i io zD = N0 �'a MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 BOTTOM DEAD LAD: 10 10 TOTAL j 45 37 0 FLORIDA REGISTERED ENGINEER STRESS ,INC. 1.25 1.25 m LICENSE # PE 47182 WIND DESIGN: MAX. 160 MPH PER '. STATE OF . 44/ ASCE 7-10 MA24" O.C. sO�•'`T� P �lve 0 "*WARNING*" Read & Fdllow all notes on this drawing. i'�s Oh' 1 '• � � Furnish this drawing to all Contractors including the installers. ®41' S/O �A19e999�