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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS ww 19900 Independence Blvd. Groveland, FI 34736 omponents, uC one: (352)429-9429 " (352)429-0304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS077 Printed: Tue, Aug 1 2017 pub inrarmauu Address: FOR Name and License Number., Customer Name: Creekside Lot 77 DR Horton 8445 Cobbelstone Dr Description: City, State, Zip: 1EBB 1828-Cali "C" LL OL Port St Lucie, FL IrsnWn9 Informafion• Root Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: 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 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO At DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 ti A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 Cl GE 20 D1 21 D2G 22 V4 23 V8 24 ER 25 EVA 26 BJ5 27 13J3 28 EJ3A 29 BJ1 30 BJ1A 31 OR 32 CJ3A Manuel Mwtin.E., e 0471$2 STATE 40 015A 38 FF5B 8180 613 7F48 00 99 2g 85 I'S Wklie mll'ax&atria ek yiipR d an:1 zaakdry B.saM AMartW& 2€kt. tBe.t�ar2s3.}it€,411a�ss¢sh�wn atr�srm ar�sig a sxa i ' s�LhendpsA�aca.�� irmted ccpi-ofdu: docexrzanA= ow ccm W�tdtoad md mild and rzamy dectmak aylRL 1 Page 1 of 1 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E - ASSOCIATES P.A., cn=Manuel Martinez, 0.9.2342.19200300.100.1.1=A01098000 0001,4B4CE8FE960000211F Date: 2017�08.01 15:20:07-04'00' Adobe Acrobat DC version: 2015.006.30306 file Copy' Job Number: 136DCS077 Ply: 1 SEQN: 635484 / T10 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 11 1 FROM: AH DRW: Truss Label: Al Wgt 221.2 Ibs / ... 08/01/17 T10" 14'4"7 1 19,10" 25'3"9 31'10" 39'8" 7'10" 6'6"8 F 5'S"9 + 5'5"9 + 6'6"7 + Ti 0" E=5X6 �3J4 D Fa3X4 12 l 6 I 01 � (a) 1-kt5X6 05X6C (a) (a) G o 4X6(A2) B H=-4X6(A2) M A 1 1112X4 = X6 =3X4 = X8 = X4 = X6 1112X4 7'8"12 4'3"4 2'0"1_ 5'9"1 5'9"1 2'0"1 4'3"4 7'8"12 1' TB"12 12' 114'D"� 19'10" + 25'7"1 + 2T8" 31'11"4 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA LCtA CAT: NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pt NACe: NA VERT(LL): 0.179 M 999 240 B 1654 /709 /961 /- /445 /6.0 BCLL: 0.00 Enclosure: Closed Lu: NANA VERT(TL): 0.389 M 999 180 H 1654 / 709 /961 1- / - /8.0 BCDL: 10.00 Risk Category: II Snow D: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.163 J - - B Min Brg Width Req = 2.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 2.0 TCDL: 4.2 psf I Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 9 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 ft Rep Factors Used: Yes Max Web CSI: 0.608 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1108 -1902 Lumber B - C 1442 -2968 F - G 1263 -2434 Value Set: 13B (Effective 6/1l2013) C - D 1263 -2433 G - H 1442 -2969 D-E 1108 -1902 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 "l3B" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2575 -1122 M - L 2086 - 814 Bracing )% P - O 2572 -1122 L - K 2573 -1128 O - N 2572 -1122 K - J 2573 -1128 (a) Continuous lateral restraint equally spaced on ` N - M 2085 -788 J - H 2576 -1128 .ywy. member. Or 1x4'T" reinforcement. 80% length of �> era web member. Same species & SRB grade or better, ' ` # • ' � . Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails : - 6" cc. Webs Tens.Comp. Webs Tens. Comp. @ _ Y () P - C 286 -13 M - F 468 -736 Tra Scabs C - N 387 -558 F - L 486 -204 - (l) 2x4x0-3-11 x SP #3 scab at each end. Attach N - D 485 -203 L - G 387 - 558 scab to face of chord with: Nails @ 8" cc, plus t a AT D - M 468 - 735 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1 st �r E - M 1341 -714 panel point: (0). �.. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide , . clearance. I 24'1 a$ER AL A Wind 40 01 SA38 FF 55 8180 60 7F 48 00 992E 85 F81 Member design based on both MWFRS and C&C. Thu Itemr""" +=ledbymaummarmim �E. (�., t8r.�7S1�i} cn tha�a2¢ rihsreraa6ss� vs"ag asiiA>E itsertlxas�va�a. i ?tbudcapkier sua;eax"mAw. riot c=ldwmd%4=d=dz lad -- BradtP� z5h.1 enCcaarcafam�et�amrr'dbaiot�syc4cctro� •' sv:.i coplas: "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 handlingp shipping, installing,land bracing. Refer to and follow the latest edition of BCSI (Building omponen� Safety Information, byy TPI and'SBCA) io'r safety practices pnor to pertorming these functions. Installers shall provide temporary gracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 1 10, 3s applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to trawings 160A-Z for standard plate positions. 4lpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the cuss in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page fisting this drawing indicates acceptance of professional engineering responsibility, solely for the design shown. The suitability in use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 6354871 T131 COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label. A1A Wgt 254.8lbs / ... 08/01/17 447 19'10" 22'6"4 26'8" 31'10' 39'8" 55"9 } 28"4 } 41"12 } S2"- 7,10„ -I E_6X12 192X4 =4X6 =3X4 =6X8 1112X4 012X4 m5X10 1' 7'e°12 4'3"4 2'0"1 5'9"1 2'10" 4' 5'D"1 7'11"15 1' h 7'8"12 12' 14'0"1 19'10" 22'B" 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: It EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: hl2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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 @ B" 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,Pt in PSF) Pg: NA Ct: NA CAT: Ni 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 Ff/RT:20(0)110(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in foe Udefi U# VERT(LL): 0.234 F 999 240 VERT(TL): 0.540 F 874 180 HORZ(LL): 0.124 K - - HORZ(fL): 0.287 K Creep Factor. 1.5 Max TC CSI: 0.616 Max BC CSI: 0.549 Max Web CSI: 0.975 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1560 / 708 1960 / - / 445 / 8.0 1 1560 1707 / 959 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1417 - 2560 B - C 1439 - 2769 G - H 1753 - 3397 C - D 1261 - 2224 H - I 1434 - 2761 D-E 1106 -1735 I-J 27 0 E-F 1511 -2516 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ t B-S 2397 -1119 P-O 20 -9 i , S - R 2394 -1119 N - L 2971 -1289 y�. saw�`a R-Q 2394 -1119 M-K 26 -12 Q - P 1901 - 788 K -1 23BS -1121 No 047102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. „ S-C 286 -13 N-F 214 -147 C - Q 384 - 567 N - G 578 -1051 STATE OF s Q - D D-P 459 -199 471 G - L L-M 872 - 407 71 -683 -3 AS E - P 59 - 531 L - K 2559 -1200 'a. I E - N P- N 2271 -1099 1883 L - H K- H 633 -187 466 A N-O -659 18 -1 -872 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E95 FB Thu tFemIam bemm!sztle ps�Vncd Mtn saafad Fry Ntaxa-0 Martbwz. 'E €FL. Us.04r1a2:) ca 1? zdaf slmcvn a3r,:4m.W.%s a S;4A.l aixshsasdwt�ase3dr. € tadt nafsib dsmacxraare gotcrossdcrad �dmaafand mtalad aad thc;.:SiR,.a ae.'thantstatieaseasfa m+aEia adf d cnassydeamrA., =Ins. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 'te. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ii i T,or Torn acceptance any structure ,is drawin any failure to build the on this drawing or cover page Fe design shown. The suitability rPl 1 Sec.2. :A www.sbcindustry.com; [CC: wwwkcsafe, IJob Number: Truss 1828-Cali LLOOL /DR Horton MEBB 1828-Cali "C" LL OLI I Qty: 1 0.8 Ibs I FROM: AH 89 / T9 /HIPS I DRW; 08/01/17 I 7'10" 14'4"9 I 19, 20'8" 25'3"2 T10" 6's"9 I + 4'77 + 1'8"I 47"2 m5X8=5X6 E F ,3 4 D 12 6 p 0 go (a) (a) =4X6(A2) B 3M A G 3X4 31'10" 39'8" 6'6"14 710" 'I vj (A2) r 0 R Q IP O N M L K 1112X4 =4X6 =I3X4 —=3X4=3X4 =3X4 =4X6 1112X4 "3 2-1"1 4'10"15 1'B" 4'10"10 2'1"6 43"3 7'8"13 1. 7'8"13 12' 14'1"jl 19' 20'8' 25'6"10 27"8! 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeRICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 1710 1963 / - / 428 / &0 BOLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 1710 / 964 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.151 K B Min Brg Width Req = 1-8 Cade / Misc NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 1 Min Br Width Re 1.8 Criteria Creep Factor: 1.5 9 q Soffit: 2.00 psf Bldg Code: Bearings B & I are a rigid surface. FBC 2014 RES Max TC CSI: 0-600 9 g Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: �007 Max BC CSI: 0.555 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.695 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE I VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 1170 -1787 B - C 1470 -2770 G - H 1288 -2221 Lumber Value Set: 13B (Effective 611/2013) C - D 1289 -2223 H - 1 1470 -2770 D- E 1170 -1787 I- J 27 0 Top chord 2x4 SP #1 E - F 1086 -1537 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 1/3012013 by ALSC B - R 2398 -1147 N - M 1896 -846 Bracing R - Q 2396 -1147 M - L 2396 -1162 (a) Continuous lateral restraint equally spaced on ° Or 1x4 "T" 80% length Q - P 2396 -1147 L - K 2396 -1162 �� member. reinforcement. 9 of web member. Same species & SRB grade or better, * P - O 1898 - 817 K -1 2399 -1162 O N 1537 588 _ 8d Box Gun 4� - - attached with or (0.113"x2.5",min.)nails r @6"oc allo 047102, e a Maximum Web Forces Per Ply (Ibs) Tray Scab(s) #0 Webs Tens.Comp. Webs Tens- Comp. (1) 2x4x0-3-11 x SP 93 scab at each end. Attach ouR - C 288 -13 F - N 617 -394 scab to face of chord with: Nails @ 8" oc, plus C - P 389 -575 N - G 474 -704 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). # -' e P - D 450 -201 G - M 452 201 panel point: D - O 474 -703 M - H 390 -577 Wind, , �+�� "4g, E - O 615 -393 H - K 289 -14 Member design based on both MWFRS and C&C.v`'4 40 015AS8 FF 5B 81 SO 813 7F48 00 99 2E85 FB ThU 1Hanairaztac vela st�.nrd a,J=ladby Mw iMaruntP,;, ZL. ttcr.�aasztan �c to sha va aE as}ngastc a ar.-themtltaticsfca- ?tbudccpbn jttlsdwsaa�� Mnatc�,34&red*nmaadsalad aM tt�"'HA_s thendo9irAccde n-ttw—A¢d mmy*d=tmmk ' cz�lns. "WARNING" READ AND FOLLOW ALL NOTIES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme qre in fabricating handlin shipping, installing, nd bracing. ,Refer to and follow the latest edition of BCSI (Building nenq Safety Information, by TPI anq SBCA) toh safety practices poor to performing these functions. Installers shall provide temporary er BCSI. Unless noted oYherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigid ceiling Locations shown for permanent lateral restraint of yy'rrebs shall have bracing installed per BCSI sections B3, B7 or 910, cab e. Apply places 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 Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of professtonat engineefing responstbility solely for the design shown. The suttabdlty ie of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 539460 / T1 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A3 Wgt 238.0 Ibs / ... 08101/17 6'4"8 T10"r9 14'2"13 18'D"1 21'7°15 i 25'5"3 31'9"7 i 33'3i8 39'8" i r 6'4"8 +1'6" 6'44 + 3'9°4 + 3'714 f .., 3'9°4 T 6'43 1'6" 6'4"8 =4X61 =5X6 1112X4 =H0308 E4X10 =4X10 E4X10 E24X6 Q12X4 �6'2"12 'f' 5'9"4 + 2'2"1 5'7"3 + 57"3 { 2'2° 59"4 6'2"12 1� 6'2"12 12' 14'2"1 1910. T5"3 278" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeti U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.159 H 999 240 B 1561 1312 / 965 / - / 408 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 H 999 180 K, 1561 1312 / 965 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ L q 0.154 M - - B Min Brg Width Re 1.8 NCB Des CLL: 10.00.00 P Mean Height: 15.00 ft �) Code ! Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 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: 0.603 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.610 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.945 Loc. from endwall: not in 9.00 It FT/RT:20(0)/l 0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.00F.0504.20 A - B 27 0 G - H 1488 -2221 Lumber B - C 1552 -2860 H - I 1312 -2211 C - D 1286 -2250 I - J 1286 -2250 Value Set: 13B (Effective 6/1/2013) D - E 1312 -2211 J - K 1552 -2WO Top chord 2x4 SP #1 E - F 1488 -2221 K - L 27 0 Bot chord 2x4 SP 91 F - G 1143 -1613 Webs 2x4 SP #3 Lumber value set "l3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing tstallsi$iB - S 2499 -1246 P - O 1604 -678 (a) Continuous lateral restraint equally spaced on MAP " S - R 2496 -1246 O - N 2496 -1269 ** member. Or 1x4 "T" reinforcement. 80% length of 'e� R - Q 2496 -1246 N - M 2496 -1269 web member. Same species & SRB grade or better, "„ Q - P 1604 - 658 M - K 2499 -1269 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. " e Maximum Web Forces Per Ply (Ibs) Tray Scab(s) s >. Webs Tens.Comp. Webs Tens. Comp. (1) 2x4xO-3-11 x SP #3 scab at each end. Attach S - C 281 - 5 P - G 279 -210 scab to face of chord with: Nails @ 8" oc, plus "" C - Q 417 -615 G - O 826 -571 additional nod clusters at: BRG.: (0), heel: (0), 1st s" E - Q 375 -379 O - H 375 -379 panel point: (0). * 04 �; Q-F 826 -571 O-J 418 -615 AN #F-P 280 -211 J-M 281 -5 Wind u� Member design based on both MWFRS and C&C. ��� •�,� � n � ,� � � '� 40 013A38 FF SO 81130 8B 7F48 00 99 2E 85 FB riots Itemhazbzear cicrltox£aa ¢ cd zd=alad by m2aaaq Mart6aas, 'a F. VL, uc.",;traf om tho date &h wn al:m s:•.: %s sx,4.3 a a atbenrcamasca9m, Fimnd ccgtuaxrcth do=_= = not ezn"med sr�=d=1aii aaad!t> IFA+ 2 aricnt4aicas00do Minsk bo a rdbdCrWfdd tmnk r Vlm. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of failure to build the g or cover page in. The suitability any Job Number: 136DCS077 Ply: 1 SEQN: 6354911 T8 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238.0 Ibs / ... 08/01/17 T10" 14-2-12 I IT 22'8" 25'S"4 1 31'10" 39'8" T10" 64"12 Z9"4 5'8" 2'9"4 6'4"12 T10" --5X6 =5X6 E F 192X4 D G 1112X4 12 6 �--, 145X6 c g 5X6 C H ro =4X6(A2) B lm4X6(A2) A J 1112X4 =1-10308 X10 = X4 = X10 4X6 1112X4 4'3"4 2-2°1;2 5'7°4 57"4 2'2"12 4'3"4 T8"12 1� T8"12 12' 14'2"l 19,10, 25'S°4 2T8" 31'11"4 39W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1560 / 712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 G 999 180 1 1560 / 712 / 965 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Du lion: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.149 K B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 Code / M'sc Criteria ' Creep Factor: 1.5 P = 1 Min Brg Width Re 1.8 Soffit: 2.00 psf BCDL: 6.0 sf P Bldg Codp: FBC 2014 RES Max TC CSI: 0.593 Bearings B & I are a rigid surface. g g 9 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:20IfI0)/1 On 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, HP 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 -1 1517 -2772 Value Set: 13B (Effective 6/112013) D-E 1466 -2162 1-J 27 0 Top chord 2x4 SP 41 E - F 1189 -1702 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 1130/2013 by ALSC .1,3t jib B - Q 2400 -1195 N - M 1684 -748 Wind Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C. o� 0 Ak, P - O 2397 -1195 L - K O - N 1684 -724 K -1 2397 -1224 2400 -1225 `&tea " ♦ ag Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q - C 289 -12 N - F 280 -194 " C - O 392 - 582 F - M 698 -494 » D-O 274 -241 M-G 274 -241 STATE QF O - E 698 -494 M - H 392 -582 g E-N 281 -195 H-K 289 -15 A001 raftt'i�ten,i °r tFL. Lk, mhandc amend ce man ttvz S ortks "WARNING— READ AND FOLLOW ALL '"'IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of 'IN! 1, or Torn acceptance any sructure as -F5881BO8137F4800992E85FB aketrcaisa�;ji8�ncdms�ualad6Y tliaxi+rxtMaripuzs, asi thm�ste Shawn aixi u.�it aSNA-1 zs ds�exacrat�� matccnsid �gaam�mad salad anr�a °�asec�cm�[�:atrefirs�aa msyde:fm`sk S ON THIS DRAWING! ACTORS INCLUDING THE INSTALLERS id bracing. , Refer to and follow the latest edition of BCSI (Building to performing these functions. Installers shall provide temporary ached structural sheathiny and bottom chord shall have a progerly abs shall have bracingg ins lied per BCSI sections B3, B7 or 10, bove and on the Join Details, unless noted otherwise. kRiir to onsible for any deviation from this drawing,any failure to build the i and bracing of trusses.A seal on this drawing or cover pa e ng responsibility solely_for the design shown. The suitability D Job Number: 136DCS077 Ply: 1 SEQN: 539462 / T15 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 232.4 Ibs .. / ... 08/01/17 i 6'4"B T10"r9 14'2"12 16'0."�. 23'7"15 i 25'5"¢_ 31'9"7 33'3i8 39'B" r 6'4"8 +1'6" 6N + 1'9"5' T7"14 - -, . T 1'9" 6'4"3 1'6" 6'4"8 --5X6 s5X6 ' F G 1112X4 =4X6 =3X8 =3X4 =3X8 =4X6 1112X4 6_12 5'9"4 2'2"1 5'7"4 15 2'2"12 5'9"4 1112 1 6'2"12 12' 14'2"1 19'10" 255"4 27'8" 33'5"4 39'8" 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): 0.156 H 999 240 B 1561 / 713 / 964 / - ! 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 K 1561 / 713 / 964 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS EXP: C Des HORZ L 0.158 M - - �) B Min B q Width Re 1.8 Mean Height: 15.00 ft NCB CLL: 10.00 P.00 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 Bearings B & K are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.614 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.652 Maximum Top Chord Forces Per Ply (fbs) Loc. from endwall: not in 9.00 ft F f/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 G - H 1503 -2185 Lumber B - C 1576 -2860 H -1 1345 -2211 C - D 1319 - 2251 1-1 1319 - 2251 Value Set: 13B (Effective 6/1/2013) D - E 1345 -2211 J - K 1577 -2860 Top chord 2x4 SP #1 E - F 1504 -2185 K - L 27 0 Bot chord 2x4 SP #1 F - G 1235 -1794 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bat Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. Bracing VA, I B - S 2499 -1278 P - O 1773 -819 (a) Continuous lateral restraint equally spaced on 'T" AtNewar� � �Ta � 1Ms S - R 2495 -1278 O- N R 2495 N M 2495 -1307 2495 member. Or 1x4 reinforcement. 80% length of web member. Same species & SRB grade or better, � ip WSW - Q -1278 - Q - P 1773 -792 M - K -1307 2499 -1317 attached with 8d Box or Gun (0.113"x2.5",min.)nails 4, yei @ 6„ oc. 0 s . Maximum Web Forces Per Ply (Ibs) Tray Scab(s) 0 Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach - S - C 280 -5 P - G 254 -180 scab to face of chord with: Nails @ 8" oc, plus" BRG.: heel: t 1sSTATE C - Q 416 - 614 G - O 695 -512 additional nail clusters at: (0), (0), OF E - Q 343 -294 O - H 343 294 panel point: (0). ap °sue Q-F 695 -512 O-J F-P 254 -180 J-M 417 -614 280 -5 Wind ,. Member design based on both MWFRS and C&C. 40 01 SA38 FF 58 81 B0 B5 7F49 00 99 2E 85 FB This 1temt=bb nakar&VX* P0d=6 wafedby rAana:c3 MartGerz, ?r. (n.. tbe.�dTtH2j cm �,mda3a shown a6¢�.ttdng b SN�•1 azstts cntisat&� sedc. Stad cop#araf Thu dacxrcaetmn mm wrm4d'o-zrad %4�—g saaFad aasd t1�.4fisi,.T henrca9s'�necrde mv51 Sas ucr3f�csx aapdcctrorsie cnlns. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporal BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,id ceil!ng. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, e. Am% plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of V6111 Pi 1, or Tor n tes acceptance for any structure its drawin ,any failure to build the on this drawing or cover pa e to design shown. The suitability Job Number: 136DCS077 I Ply: 1 SEQN: 635493 / T7 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL O� Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 240.8 Ibs / ... 08/01/17 T10" T10" 12 6 14'2"12 6'4"12 19'10" I 2408" 9 3''"0" 39'8" 4'10" 1W 615 T10" =3X4 =5X6 F G H t>. X6 I m f7 J=4X6(A2) K R Q I O N M L 1112X4 =4X6 m I=0 =3X8 =3X10 =4X6 1112X4 7'8"13 4'3"3 2'2"12 5'7"4 5'6"15 2'3"1 4'3"3 T8"13 1� Te"13 12' 14'2"1 19,10, 25'4"15 2T8" 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U I Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.153 F 999 240 B 1561 1714 / 962 (- / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 / 962 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.152 L - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft I J Min B Width Re NCBCLL: 10.OD Code / Misc Criteria Creep Factor. 1.5 rg q = 1.8 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.595 BCDL: 5.0 psf i Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 Spacing: 24.0 " C&C Dist a: 3.97 it Rep FactorsIUsed: Yes Max Web CSI: 0.638 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typel(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1332 -1956 Lumber B - C 1549 -2771 G - H 1517 -2153 Value Set: 138 (Effective 611l2013) C - D 1366 -2215 H - 1 1365 -2213 D - E 1516 - 2154 I - J 1549 - 2771 Top chord 2x4 SP #1 E - F 1332 -1956 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - R 2400 -1230 O - N 1835 -868 - R - Q 2397 -1230 N - M 2397 -1260 MANN,Member design based on both MWFRS and C&C. y�a+r• Q - P 2397 -1230 M - L 2397 -1260 P - O 1835 -838 L - J 2400 -1260 s Maximum Web Forces Per Ply (Ibs) � Webs Tens.Comp. Webs Tens. Comp. R-C 289 -12 O-G 277 -172 C - P 392 - 580 G - N 650 - 546 D - P 345 -222 N - H 350 -223 STATE 01. P - E 649 -542 N -1 393 581 E - O 277 -172 I - L 290 -14 S�JFF-O 233 -268 4001 Thu Item aM 0W '=ias.. "WARNING— READ AND FOLLOW At -IMPORTANT`" FURNISH THIS DRAWING TO ALL quire extreme care in fabricating, handlingshipping, im [ Safety Information, by TPI an r7 SBCA) y safety pract r BCSI. Unless noted otherwise,top chord shall have prn ggid ceilingg. Locations shown for permanent lateral reMr le. ADDTv Diates to each face of truss and Dosition as a arvision or i i vv tiunaln ;omponems conformance with ANSI PI 1, or for h this drawing, indicates acceptance le of this drawing for any structure 5B81B0BB7F4800992E95FB tltmao,*%iped and =aiad by Met uel Math", t?.edwit iimwa Wnm wbga 5;4A.3 lwr;: emawa mat Quw&sed%ipedond sealed ea11sead+a mWi bo ma Iftd esa dedMVAC ON THIS DRAWING! ;TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary ohed structural sheathing and bottom chord shall have a propel s shall have bracing installed per BCSI sections B3, B7 or B10, ve and on the Joint -Details, unless noted otherwise. f2efer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page responsibility solely_for the design shown. The suitability Job Number: 136DCS077 Ply: 1 SEQN: 539464 / T251 COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt 218.4 Ibs / ... 08/01/17 1 6'4"7 7'10°t9 14'0"1 •. 19'10" 25'7"15 31'9"7 33'3" 39'8" r 6'47 +16'1"8 + 5'9"15 } 5'9"15 i' 6'1"8 1'6" 6'4"7 M r =4X6i 3I � 1112X4 =5X8 192X4 a4X6 �3X4 =3X8 m3X4 =3X6 1112X4 1' 6'2'11 5'9"5 20"1 59'1 _ 5'9"15 2'0"1 5'9"5 6'2"11 1' 6'2"11 12' 14'0" 19'10" 25'7"15 27'8" 33'5"5 39'8" 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 Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 1716 / 958 / - / 326 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.379 F 999 180 J 1561 1715 / 958 1- 1- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.160 L - B Min Br Width Re 1.8 Des Ld: 37.00 paean Height: 15.00 ft �) 9 q g Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.6 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.603 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.354 Loc. from endwall: not in 9.00 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 F - G 1404 -20M Lumber B - C 1617 -2856 G - H 1376 -2223 C - D 1350 - 2262 H - 1 1350 - 2262 Value Set: 13B (Effective 6/1/2013) D - E 1376 -2223 1-1 1616 -2856 Top chord 2x4 SP #1 E - F 1404 -2093 J - K 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 - R 2494 -1317 O - N 1937 - %2 Bracing w , R - Q 2491 -1317 N - M 2491 -1346 a Continuous lateral restraint equally spaced on Q - P 2491 -1317 M - L 2491 -1346 () q Y P wwwn f member. Or 1x4 "T" reinforcement. 80% length of f P - O 1937 -922 L - J 2494 -1346 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) R - C 273 -5 O - G 286 -177 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach C - P 427 -600 G - N 464 -172 scab to face of chord with: Nails @ 8" oc, plus E - P 464 -172 N - 1 427 600 additional nail clusters at: BRG.: (0), heel: (0), 1st ate E - O 286 -177 I - L 273 -4 panel point: (0). .: F - O 221 -263 Wind member design based on both MWFRS and C&C. 40 01 SASB FF 5B 81 BO BB 7F48 00 99 ZE 85 FB *& Item usPacess Glee ontca ys$nnr astualed by 71vw4man s, 7 S44L. LW. r471931' en the da2¢.shawa abam gaga 5"4 aat9entkazc0da. p'aatad copin artfds da-x36;x Aa not C=Wdured sksedZnd salad and #he.57ss°ca.as.4rienPmatm�e+rle nv^st 2e a^srlr4edra¢aa�e9ectrenie rr.9lnx.. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI._ Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, > e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of any i!s drawing any failure to build the on this drawing or cover pa e ie design shown. The suitability Job Number: 136DC5077 Ply: 1 SEQN: 636495 / T6 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: AB Wgt: 215.6 Ibs / ... 08/01/17 7'10"9 13' 19,10° 26'8" 31'9"7 39.8" T10"9 7 6'10° 6'10" 5'1"7 7'10"9 =5 8 =3X4 T D E = 8F 12 6 F:;- 0-3X4C G E3X4 r� 0 13 i-=4X6(A2)B He=4X6(A2) I^ ' A P O N M L K J 1 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 h1' TB"13 4'3"3 1' I 6'10° 6'10"T8°13 1� 7'8"13 12' 13 19,10" 26'8" 2T " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow C "teria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL i W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 1953 (- /- / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL:4.2 psf Code / Misc Criteria Creep Factor. 1.5 H Min B Width Re rg q = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 s rigid Bearings B & H are a 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: 0.432 Loc. from endwall: not in 9.00 it FT/RT:20�0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 13B (Effective 6/1/2013) C - D 1440 -2299 G - H 1582 -2760 D- E 1507 - 2281 H- 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P - O 2385 -1259 L - K 2385 -1288 Wind ? O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C.ese " N - M 1992 -967 J - H 238B -1288 W. Maximum Web Forces Per Ply (Ibs) 047102 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 . { E - M 326 -409 40015A31FF5B81BOBB7F4800992E95F8 Thu Re M Itsbae"ekarcafra Xapaa=0 salad by Wmtl Marth&Z r'EK, tic. 42'i83icn:tha: staswraa :ns wingaSHi•a aud�entuaxParse�u Perated crptase9t7 sd is aLm met ctr 'i :ds rxfansi sealmd ar6 tt� as ¢s 43'�srvxda M« xbi wwkd Ca=yC1"tMr'k 7oi "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricatingg handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anct'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly allached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be 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 drawingg indicates acceptance of professiona engineeripg responsibility solely for the design shown. The suitability and use of this drawnng for any structure is the responsibility of the Building Designer per ANSIRPI I Sec.2. C Job Number: 136DC8077 Ply: 1 SEQN: 539466 / T23 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 207.2 Ibs .. / ... 08/01/17 r "9 12'0"1 I 19r 38iI 390" 27715 3 15 7'9"15 57 494"9 91 J =5X8 1112X4 1112X4 =5X6 =3X8 =5X6 1112X4 h1' 6'213 5'9"3 T10" 7'10" 5'9"3 6'2"13 1� 6'2"13 12, 19'10" 2T8" 33'53 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" 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) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 B 1560 / 717 / 947 / - / 285 / 8.0 Lu: NA Cs: NA VERT(TL): 0.422 E 999 180 H 1560 1717 / 947 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS HORZ(TL): 0.157 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.629 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 E - F 1616 -2483 B - C 1631 -2819 F - G 1475 -2391 C - D 1476 -2391 G - H 1631 -2819 D-E 1616 -2483 H-1 27 0 No 047182, y; aor- 40 01 5A 38 FF 513 8180 813 7F 48 00 99 2€ 85 F8 uitemteaabtmalezla yssnedWdacalcdbyt "'w'itdarmzx Lk. 047192f ontht datt shown abava u%ki; a SYA l atasfsanraaa#�Ss sods. a+rktsd er iLs�.fth}s siwa;:msat mc«tccnecrad ors§ nuns :salad aeac ffi 5:3i42su ent=ca4 eacarde rats[ vxdfsed sat nay:dectmnk ca�yias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- N 2454 -1322 L- K 2079 -1066 I N - M 2452 -1323 K - J 2452 -1352 M - L 2079 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-C 212 -6 L-F 509 -321 C - M 328 -427 F - K 431 -168 D - L 509 - 321 K - G 328 - 427 M-D 431 -168 G-J 212 -8 E - L 364 - 462 incLQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ilTfPl 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ !s acceptance of professional engineering responsibility solely for the design shown. The suitability fr any structure is the responsibility of the Building Designer per ANSIPTPI 1 Sec.2. Job Number: 136DCS077 I Ply: 1 SEQN: 635497 / T5 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH J_ DRW: Truss Label: A10 I Wgt: 218.4 Ibs / ... 08/01/17 7'10"8 11' 16'10"2 19'10" 22'9"15 288" 31'9"8 39'8" 7'10"8 3'1"8 5'1D"2 2'11"14 2'11"15 5'10"1 3'1"8 7'10"8 =5X8 I 1112X4 =5X6 192X4 =5X8 D E F G H T 12T 6 p ¢3X4C I �4X6(A2) B I 1yi AA ft�3X4��� cc K S R Q P O N M L 112X4=3X4m4X6 =3X8 s3X8 a4X6w3X4 102X4 7'8"12 3'3"4 4'10"2 5'1113 4'10"1 1' 7'8"12 . 1� T8"12 11' 1, 16'10"2 22'9"15 27'8" 28' " 3'39'8" 3"4-I H 3 Loading Criteria (psf) Wind Criteria Snow Cr1iteria (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 Ioc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.188 F 999 240 B 1560 / 718 / 940 / - / 264 / 8.0 BCLL: 0_00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.433 F999 180 J 1560 / 718 / 940 / - /- / 8.0 Risk Category: It BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37_00 EXP: C I HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it Code / f Isc Criteria Creep Factor: 1.5 NCBCLL: 10.00 P J Min Big Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Soffit: 2.00 g Bearings B & J are a rigid surface. BCDL:5.0sf P Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: �007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factprs Used: Yes Max Web CSI: 0.485 Loc. from endwall: not in 9.00 it 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 I VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1681 -2604 Lumber B - C 1613 -2757 G - H 1681 -2604 C - D 1551 -2432 H -1 1551 -2432 Value Set: 136 (Effective 611/2013) D - E 1681 - 2605 1- J 1612 - 2757 Top chord 2x4 SP #1 E - F 1681 -2605 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "136" uses design values Chords Tens,Comp. Chords Comp - Tens. Comp_ approved 1/30/2013 by ALSC ,D B - S 2384 -1284 O - N 2125 -1106 Wind tt S - R 2381 -1284 N - M 2125 -1106 Member design based on both MWFRS and C&C.'' ea��pe�a� R - Q 2125 -' 1076 M - L Q-P 2125 -1076 L-J 2381 -1313 2384 -1313 e�FE P - O 2625 -1376 e A No 0471.102� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. _ eas S-C 231 -19 F-O 87 -93 STATE OF C - R 330 - 408 G - O D R 396 O H 254 - 296 662 - -257 - D P 662 H M -410 396 - -410 - -257 �e E - P 255 -296 M - 1 330 -408 P - F 87 -93 I - L 231 -20 40 015A38 FF 508160 BB 7F48 00 99.2E 85 FB Mit itemRassaatedby 9asa 1M lla , P£(FL. tic.&ia1921 on thedeLzshnwa abomWngaSt i zudices�aas�eia. fainted ccfbn i dsrsz<ecaarm A'!atCL'&dmil ddnadand+:aalnd =6 t1h4&u,R:4al enEsa9P "ccstc n/rst:44*x ,fief m a,dcctmrk' "IDS. **WARNING— READ AND FOLLOW ALL NOTIES ON THIS DRAWING! '"'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTFACTORS INCLUDING THE INSTALLERS Trusses regqwire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponenf Safety Information, by TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide Tracing per BCSI. Unless noted o�herwise,top chord shall have attached structural sheathing and bottom chord shall temporary have a properly 3ttachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly 63, Ka t 10, rs applicab e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. er to irawings 160A-Z for standard plate positions. Iponsible alpine, a division of ITW BuildinlComponents Group Inc. shall not be re for any deviation from this drawing any failure installation bracing this to build the cuss m conformance with ANSI�I PI 1, or for handling shipping, and of trusses.A seal on drawing or cover page fisting this drawing indicates acceptance of professrona7 engineering responsibility, solely for the design shown. The suitability and use 0f this giawing for any structure is p e responsibility of the Building Designer per ANSUTPI 1 Sec.2. B Job Number: 136DCS077 Ply. 1 SEQN: 635500 / T22 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: All Wgt: 222.6 lbs .. / ... 08/01/17 298 7'10"8 10'0"1 18'2°8 20'D"1 22'3"5 28'4"l 2 ' 39'8" 7'10"8 2'1"9 8'2"8 39"8 2'3"4 12 " 5 T10"8 =6X6 m3X4 =4X6 012X4 1112X4 =3X4mH0308 =3X4 =3XB =3X6=4X10 0&4 r1' 7'8"12 2'3"5 Tll"l 8'4"4 5'4"11 1'4° 7'8"12 1 7'8"12 10 0"1 1, 15'11 "1 22'3"5 27'8" 29'� 39'8" 12' 31'11 % Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc, from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chard 2x4 SP #1. Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 1718 / 930 / - 1257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.524 G 901 180 K 1561 17165 / 933 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.624 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.567 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.823 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, WAVE, HS VIEW Ver: 16.02.0113.0314.13 A- B 27 0 G - H 1846 -2897 B - C 1631 - 2759 H - 1 1568 - 2356 C - D 1620 -2508 I - J 1584 -2459 D - E 1798 - 2813 J -K 1628 - 2755 E- F 1846 -2897 K- L 27 0 F - G 1846-2897 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. ' Chords Tens. Comp. MAR Irk B - T 2386 -1304 P - O 2361 -1270 T - S 2384 -1304 O - N 2361 -1270 r r° S - R 2198 -1141 N - M 2379 -1326 R - Q 2198 -1141 M - K 2382 -1327 Q - P 2836 -1521 NO 0 `' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 219 -22 G - P 292 -362 STATE F .11 C - S 334 -381 P - H 697 -421 D - S 401 - 292 H - N 1088 -1553 D - Q 808 -491 I - N 1934 -1298 "Q-E 318 -400 N-J 320 -376 11A16 E-P 149 -101 J-M 215 -21 40 015A38 FF 53 8180 613 7F49 00 99 2E 85 FB INU1wnlctsbc ekaroxt=54soadasAuufadbyFff xvlmanlw, 'P¢ tX. Lc."7152f cm t�eda *shomf abew udng asNd.a =thC00Mt't=zCd*. 714tad ccphxxsfthix dacamwAm sot a dged 04aadand�bd stab tir WiAAxvth.,ndm6anwde.en�k L-AwdfL-i caafd"ttarAz =Ias_ ""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, bV TPI and SBCA) for 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 proppefly Tl7id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e'. Apply pate.' to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW Buildincci�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 handlia shipping, installation and bracing of tiusses.A seal on this drawing or cover pa e. this drawing, indicates acceptance of pro essfonaT engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 77 Ply: 1LLI 1502 / T4 /HIPS I 4EBB 28'CaliCOL /DR Horton MESS 1828-Cali "C" LL OFROM: AH DRW Truss 18beal12IWgt214.2 Ibs I % 08/01/17 0 =4X6 7'8"12 9' 14'"13 7'8"12 1'3" 55513 Dj=-5X6 19,10" F 253 30W 31' 5'4"3 5'4"3 5'5"13 11T =-5X6 =_3X4 =-5X6 F G H 39'8" T9 12 T. 6(A2) R =3X6 II 3X4 �3O s= X8 =3X4 3X6 m3X4 K 7'10"6 4'1"8 2'2"5 5'7"11 5'7"11 2'2"5 4 98 TIT8 1� 7'10"8 12 14'2'5 19'10" 25'5"11 27'8" 31'9°8 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct- NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.O0 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 / 720 / 921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.661 F 842 180 J 1561 / 720 1921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L Wind reactions based on MWFRS Des Ld: 37.00 C I HORZ(TL): 0.171 L - B Min Big Width Req = 1.8 NCBCLL: 10.00 MeaEXPn Mean Height: 15.00 ft TCDL: 4.2 Code ! Misc Criteria Creep Factor. 1.5 J Min B Width Re rg q = 1.8 Soffit: 2.00 psf BCDL:5.0 Bldg Code• FBC 2014 RES 9 Max TC CSI: 0.566 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.569 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.533 Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Typ (s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 A -B 27 0 F-G 2026 -3241 Lumber B - C 1644 -2768 G - H 1883 -2977 C - D 1809 -2717 H -1 1809 .-2717 Value Set: 13B (Effective 6/1/2013) D - E 1883 - 2977 I - J 1644 - 2768 Top chord 2x4 SP #1 E - F 2026 -3241 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-R 2396 -1311 O-N 3010 -1634 Wind MA R - O 2262 -1188 N - M 2262 -1217 Member design based on both MWFRS and C&C.y, `` a a Q - P 2262 -1188 M - L P - O 3010 -1624 L - J 2262 -1217 2396 -1340 a m Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e C - R 400 - 322 O - G 304 -172 - R - D 485 -422 G - N 373 -511 STATE OF D - P 951 - 565 N - H P-E 373 H-L 951 - 565 485 ,. -511 E O 304 L I -421 400 !W s , •� - - -172 - F-O 214 -286 -322 4001 �izk l�etn az�3timatit Em"a c =6 da¢ CMI.S. "WARNING" READ AND FOLLOW ALI '"'IMPORTANT" FURNISH THIS DRAWING TO ALL( quire extreme care in fabricating, handlin shipping, insi f Safety Information, bVV TPI anr7 SBCA) for safety practir BCSI. Unless noted otherwise top chord shall have prol id ceilingq. Locations shown for permanent lateral rests e. ADDTv Dlates to each face of truss and position ass a division of ITW 8uildin Components conformance with ANSI�i PI 1, or for h this drawing indicates acceptance ie of this drawing for any structure 5B81BD687F4800992E95FO :?s sza signed =J=akd by Mamci Marflw, the datcshow ft alb uamg aSNT'2 oc+mWAwe notccrr1�04 ss4sa■daaaj WAled INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly lave bracing installed per BCSI sections 63, B7 or 10, on the Join f Details, unless noted otherwise. Refer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page insolely for the design shown. The suitability Job Number: 136DCS077 Ply: 1 SEQN: 539470 / T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A13 Wgt: 197.4 Ibs .. / ... 08/01/17 8'0"1 14'4"14 18'0"1 20'4°6 26'4"1 29' 32'10"3 39'8" 8'01 16413 3'7°3 2'4"7 5'11"8 27"15 3'10"3 6713 H=5X6 12 C— D E F G Tm 6 = 1 fa M rn v •" I=3X6(All8 J=3 A Q P N M L 13'4" =3X6 =4X6 =4X10 a3X6WX8 5'8" 20'8" 1' 8'1"13 3'10"3 21"6 63"2 7'3"8 1'4" 1018" 1' h 8'1"13 12' 14'1° 20'4"8 2T8" 2'W 39'8" 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 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l38" 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. Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.052 G 999 240 B 524 1208 / 355 / - 1257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.126 G 999 180 R- 317 / 143 1155 / - / - 168.0 Snow Duration: NA HORZ(LL): 0.017 Q - - J 897 / 416 1606 / - I - / 8.0 HORZ(TL): 0.041 Q - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.622 R Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.798 J Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.864 Bearings B, R, & J are a rigid surface. Bearings B & J 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: 16.01:00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 448 -512 B - C 168 -470 G - H 756 -1019 C - D 591 - 231 H - 1 743 -1043 D - E 448 -512 I - J 849 -1329 r E-F 448 -512 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-Q 341 -234 N-M 1074 -584 Q - P 351 -234 M - L 1074 -584 gy P - O 351 -234 L - J 1128 -649 k ee O - N 795 -1059 No 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ 41 s C- Q 330 -60 N- G 470 -679 STAME "OF e-Aj C-O 512 -854 G-L 391 -397 O - D 728 -1076 L - I 322 - 339 D - N 1248 - 717 H - L 756 - 531 F-N 270 -349 40 015A38 fF5B 9180 8137F 48 CO 99 2E 85 FB 8'b3t iial!tAsaa&ms�a�itr�vs3ru'iy nau an9:&aladby ilsaza.AMartlnez, r� f�L. 1k.r3r.EH2(Cn:[hc dA�. ahtswrs ab¢za ardng a 5.i�>P. aaeihantkaaP�azrnJa_ n=.dcooklaft#asdar�a=notcmw&nd% +�an�:anlsd mad tisc aui8lantn`ta8fczaacCafe raest asatifBnA rr sa^tZdecttarit car-4m. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Cid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t . Appiy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 11-v 1;ortor n acceptance any structure fis drawin any failure to build the on this drawing or cover page_ ie design shown. The suitability Job Number: T7 Ply: I COI 507 / T32 /HIPS I IoBCLLOL /DR Horton /4EBB 1828-Cali "C"LL O 1FROM: AH DRW TrLabel: I I�242.2 Ibs ; 08/01/17 73 r1no "6 1T33 19' f 242"i271'41"1140 T 352f T� 98" 3°6 77' 53"6 4'11"14 1'8"1 4i TC3 12 11110XD10(R) =E 4 TC2 1112X4=5X6=3X4 1112X4 p/10X10(R) F G H I J=AVA K T eV „•, o 03X4 C =6X12(C5) T L a3X42(�) r W2 pf W1 —4XA6(C5) B M=4XN(C5) 1 f/UI I T S R BC2 Q P O �- 1113X4 =H0710 =,IX10 =4X10 =H0710 1113X4 1' 7'1°12 417 5'3"3 5-1"10 5'3"3 4'10"4 T1"12 1' F 7'1"12 12' 117'3"3 224"13 27'8" 32'6"4 39'8" 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 foe Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.534 H 878 240 U 3139 11427 / - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.246 H 376 180 M 3140 11428 /- / - / - / 8.0 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.110 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.256 D - - U Min Brg Width Req = 3.7 Mean Height: 15.00 ft Code / M!se Criteria CreepFactor. 1.5 M Min Brg Width Re 3.7 NCBCLL:0.00 TCDL:42 sf I q Soffit: 2.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.667 Bearings U & M are a rigid surface. BCDL: 5.0 psf Bearings U & M require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.799 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.708 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, H§ VIEW Ver: 16.02.01D.0314.13 A - B 27 -20 H -1 4166 -9320 Lumber B - C 2843 -6259 I - J 4166 -9320 Value Set: 13B (Effective 6/1/2013) C - D 2791 -6195 J - K 3602 -8044 D - E 3601 - 8043 K - L 2793 - 6197 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: E - F 4165 -9320 L - M 2844 -6261 Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: F - G 4165 -9320 M - N 27 -20 Webs 2x4 SP #3 :W2, W11 2x4 SP 91: G - H 4165 -9320 :Lt Slider 2x4 SP 93: BLOCK LENGTH = 1.712' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Loading y��+r�@► B-T 5504-2466 Q-P 8171 -3676 has T - S 5530 -2471 P - O 5532 -2473 #1 hip supports 7-0-0 jacks with no webs. -# e S - R 8170 -3676 O - M 5506 -2467 " 44, R - Q 9426 - 4242 Wind Wind loads and reactions based on MWFRS. - w Maximum Web Forces Per Ply (Ibs) No ,M Webs Tens.Comp. Webs Tens. Camp- wt D - T 624 -123 H - Q 126 -175 STATE OF, D - S 3044 -1368 I - Q 351 -423 ve S - E 893 -1510 Q - J 1389 - 591 4, E - R 1389 - 592 J - P 892 -1510 E-R 351 -424 P-K 3043 -1367 R - H 126 -176 O - K 625 -125 40t T1419 Al PE(FL. mod "M S� cw1m **WARNING** READ AND FOLLOW ALL -IMPORTANT'" FURNISH THIS DRAWING TO ALL C a division of any structure is as FF 5B 81BO'BB 71`48 00 99 2E 85 F8 clA i# tedwtdsmaled'6y taaxaa9mantnes, do=— rates not CMS1 =d dVWtMd=1ad ikaod%ssuscde muwt @srrsNaCear�xr�rdeetrmrsk - ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary ;hed structural sheathing and bottom chord shall have a properly is shall have bracing installed per BCSI sections B3, B7 or 810, the and on the Joinf Details, unless noted otherwise. (tefer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover pa e- I responsibility, solely_tor the design shown. The suitability Job Number: 136DCS077 Ply: 1 SEQN: 635509 / T11 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A15 Wgt: 204.4 Ibs .. / ... 08/01/17 T 11'15 137"1,. 1T11"15 8'1"11 24'4"1 29' 33'3"8 39'6" t• T 1"t5 57"2 + 4'4°14 0" 2 5'S"6 + 4'7°15 { 4'3"8 i 6'4"8 1 1 e5X6 T T 12 =5X8 C =3X4 m3X6 012X4 6 Dz5X6 E F G H J�3X4 90T�, `o _o to qfQI =3X6(A1)B K=3X6(A1)I 33 A L = X4 m XBRm3X4 a4X 0 1112X4 = X6=3X8 1112X4 13'8" 5' 21' 1' T1"12 4'10°4 t 1'3°8 5'7"2 5'3'10 t 3'5"11 _t 4'S"4 6'2"12 1' 7'1"12 1 12' r13'319 18'10"11 T 242"5 r 2 14 33'S"4 39'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W B 578 / 259 / 377 1- / 277 18.0 Pf: NA Ce: NA VERT(LL): -0.036 N 999 240 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 R 481 / 169 / 258 10 / 0 18.0 Snow Duration: NA HORZ(LL): 0.015 M - - U 1412 / 659 / 670 / - 1- / 8.0 HORZ(TL): 0.034 M - Creep Factor. 1.5 K 760 / 342 / 520 / - /- / 8.0 Wind reactions based on MWFRS Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.578 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.385 R Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.962 U Min Brg Width Req = 1.7 K Min Brg Width Req = 1.5 FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, R, U, & K are a rigid surface. Plate Type(s): Bearings B, R, U, & K require a seat plate. VIEW Ver: 16.02.01D.0314.13 WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 654 - 559 B - C 656 - 687 H -1 902 - 711 C - D 690 -586 1- J 904 -712 D-E 159 -56 J-K 1131 -1109 E- F 654 - 558 K- L 27 0 F - G 654 - 558 ' ® Maximum Bot Chord Forces Per Ply (Ibs) e � Chords Tens.Comp. Chords Tens. Camp. srio. B - T 547 - 4W P - O 599 - 498 No 047182 1** T - S 568 -425 O - N 599 - 498 40 S - R 568 -425 N - M 928 -859 R - Q 429 - 348 M - K 931 - 860 Q-P 604 -498 amm 40 015A:38,FF 55 61 BO BB 7F48 00 99 2E &5 FS SSsfa I€srxRuz vcc�selatlaa�,gsi rcd'widualdfiby?AanuzlmarttA"� PEK, tk.0471921 an the eat¢sftawa above whnga SHAai a;thwtaeca wdr. tndcop xel'dds dflsarsa a a a notamsi&md adamd'valsd aad tic EarAat au#aenr±caSisnscada rax*sit:v muif'c.f mscyx9ectmnL- =pfm. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. C - T 247 -157 Q - H 1483 -1362 T-D 213 -94 P-H 203 -2 D - R 685 - 650 H - N 131 -23 R - E 204 -73 I - N 353 -353 E - Q 671 -677 N - J 524 -430 G - Q 286 - 331 J - M 223 - 32 —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, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mnre infannatinn see this ioh's oeneral not— nam and th—wrh sans, At PILAF[ w alnineitw mm, TPI[ wanN_tninstnm, SACA* vnvty shcdndustnr mm• ICC• www irr-safe nm Job Number: 136DCS077 I Ply: 1 SEQN: 635512 / T141 GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 I Wgt: 218.4 Ibs Page 1 of 2 .. / ... 08/01/17 T 9'11"15 r 13'9"12 1818" 22'4"1 26'2"8 29' ' 31'9"8_i 39'8" 7' 2{ 11"15+ 3'9"13 { 4'10"4 3'8"1 + 3'10"7 + 2'98 8 T10'8 r 134" I —2 (fYP Ea5X6 12 Cm5X6 03X4K M '3X4 "! r� T 6 �5X10(SRS) =3X4 �05X12(SRS is D E F G H I J in N 1 m 0 `j 37 m3X6(Al)B A AC g Nm3X6(A1) Q ` to I I1 -" Z Y X V U T S R Q P =-3X4 =3 6 3X4 �4X10 =3X4 =3X6=3X8 13'8" I 5' 21' T1"12 2'11"15 32"5I 5'1"12 3'6"5 3'8"11 3'1" 211"4 7'8"12 1� T112 10'1"11 M. 4 1�6"4 198" 22'2"5 25'11" 29' 31'11'4 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 foe Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 / - / 317 / 6.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 731 / 276 / 342 / - / - / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 /549 / 590 /- / - 18.0 Des Ld: 37.00 EXP: C I HORZ(fL): 0.030 P N 790 1360 1530 / - / - / 8.0 Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 1.5 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.psf Bldg Cod : FBC 2014 RES Max TC CSI: 0.614 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2,007 Max BC CSI: 0.414 W Min Brg Width Req = 1.5 iL�� U Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Facto Used: Yes Max Web CSI: 0.478 N Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(p)/10(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 I VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 61112013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 A - B 27 0 H - 1 680 -683 Bot chord 2x4 SP 91 B - C 652 -573 1- J 680 -683 Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863 Lumber value set "1313" uses design values D - E 393 -297 K - L 989 -739 approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 -766 Plating Notes F - G 680 - 684 M - N 1099 -1106 �e . G - H 680 - 683 N - O 27 0 All plates are 2X4 except as noted. 1 plate(s) require special positioning. Refer to �* * 10 +d'�p Maximum Sot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning'" Chords Tens.Comp. Chords Tens. Comp. requirements. No 047102 - B - Z 445 -399 U - T 580 sos Wind Z-Y 386 -323 T-S 577 -510 Member design based on both MWFRS and C&C. Y - X 386 -319 S - R 733 -628 .m X - W 386 -319 R - Q 733 -628 Additional Notes W - V 464 -379 Q - P 911 -801 STATE OF See DWGS A16015ENC101014 & GBLLETIN1014 for V - U 464 -379 P - N 914 -802 gable wind bracing and other requirements. ,0 0 R, V4* ° Maximum Web Forces Per Ply (Ibs) 4� Webs Tens.Comp. Webs Tens. Comp. ION C-Z 194 -72 I-U 221 -252 Z - D 228 - 95 U - J 1558 -1419 40015A38 F5581B08B7F4800992E85FB D-Y 100 -8 T-J -2 D -AA 909 - 801 J - S 203 203 -164 Yklcltetn7wa FcnIckca � cdanduaiadbyt,3raa:z1Martinez, AA-W 935 -825 S-K 136 -14 PE. (FL. Lk.041102+aa tha daw dawnahaam tMag a SR&.1 acthantfcazfswced W - F 91 -176 K - Q 343 -191 F -AB 421 - 394 Q - M 638 -495 itdxo�ta aich�d«crzatz amcess3 d ngdd dmind AC -AD 422 -402 L-Q 565 -772 am ns,tbca dfWmaeysdearara- AD-U 426 -403 M-P 279 -65 Etna-. "'WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses re uire extreme care in fabricatingQ handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponen[ Safety Information, by TPI and'SBCA) foi safety practices prior] to performing these functions. Installers shall provide temporary �racmg per BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown foF permanent lateral restraint of w$bs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown atlOve and on the Join Details, unless noted otherwise. kefer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the cuss in conformance with ANSIg Pl 1, or for handling shipping, installation�and bracing of trusses.A seal on this drawing or cover page fisting this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability and use of this g�awfng for any structure is the responsibility of the �uilding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 635512 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 08/01/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp_ Gables Tens. Comp. AA- E 66 -75 V -AC 91 -27 AB- G 79 -48 AD- H 18 -23 4001E 38FF588180BB7F4800992E85F5 MR=hasbzen and loafed 4 PA:t"ll MAttinas, n (fL, Lrc.0471WIon Via dam almwrt aba<ra+tt$ag a Siih`L xmdfanC;xaYc�¢mlc. frY3atzdct f'azxdit�3dat:r, smznot cansI&YodVwdandlealad M ttvLVA. 1 94senticati ectln mvtbe mwIfL-A manydeuran'k.. Sepias:. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care Nin fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.fpinstorfi: SBCA: www.sbcindustrv.com: [CC: www.ic safe.ora Job Number: 1360CS77 Ply: SEQN: 4EBB 1828-CB1 GE L LOL /DR Horton MEBB 1828-Cali "C" LL OLI I Wgt '134.4 Ibs I FROM: AH9473 / T2 / GABL I DRWTrus; 08/01/17 I Z8' --+ 1-4" *j (TYP) 12 6 m 7i 10'8" 21'4" l ®4X4 H J G K F L M N m O Pa2X4(A1) O AE AD AC Iq8 AA Z Y M3X4 W v U T s R r I 21'4" 214" + 1, 214' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 / 37 139 / - / 11 / 256 BCLL: 0.00 Enclosure: Closed Lu: NA Cr_ NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 EXP: C Snow Du(ation: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - Des Ld: 37.00 Mean Height: 15.00 ft I HORZ(TL): 0.003 J - - Bearing B is a rigid surface. TCDL: 4-2 psf NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.6 Soffit: 2.00 BCDL: 5.0 psf Bldg Co* FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:2040)/1 On Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 . -43 Lumber E - F 153 -50 M - N 105 -64 Value Set: 13B (Effective 6!1/2013) F - G 202 -29 N - O 74 -84 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 Al Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Comp. ffiJ) B-AE 175 -108 X-W 192 -107 Plating Notes AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. . 1 AD -AC 185 -110 V - U 189 100 1 �alak� i AC -AB 188 -111 U - T 187 -106 Wind - 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 047102 Z-Y 192 -113 R-P 175 -103 Additional Notes Y - X 192 -107 a See DWGS A16015ENC101014 & GBLLETIN1014 for INA" No IV gable wind bracing and other requirements.WA Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. As C -AE 174 -103 W - J 187 - 83 D -AD 88 -65 V - K 153 -73 *��v� E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 y� G-AA 153 -73 S-N 86 -65 H - Z 187 - 83 R - O 174 -103 40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB 1-X 0 -162 )hkitem '3vrs saku s5bnad'.wo =fad by maaraal martmoz-, I£ M. lfc."744 on 0m dam shown abwm using a VA-1 =thentkzth_nz4dr. taderQtxsoS dffrr�aztamrtotcxxsmdsfgnm?:�,dsmalnd sad 11ea sA.7 a,.l-enGca uecule eater 6awAfad ffi=7decIMnk x�yfms.. "*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating9 handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toi safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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 m conformance with ANSIII PI 1, or far handlinA. shipping, installation and bracing of trvsses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility, solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 539474 / T3 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs / ... 08/01/17 �-- 1'8" + 1'4" -� fTYP1 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 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" 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. 7' 7' G=4X4 14' 7' 14' 14' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W L* 84 139 / 40 /- / 12 1168 Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Big Width Req = - HORZ(TL): -0.002 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. A - B 27 0 G - H 213 -26 Rep Factors Used: Yes Max Web CSI: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 VIEW Ver: 16.01.00F.0504.20 WAVE 11 D - E 113 -17 J - K E-F 165 -14 K-L 87 84 -89 -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 4 MA T-S 161 -49 O-N 150 -53 49) ��itxtw� S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) No OM02 Gables Tens.Comp. Gables Tens. Comp. C-V 122 -56 Q-H 205 -83 D-U 115 -75 P-I 159 -72 E-T 159 -72 O-J 115 -75 � F - S 205 -83 N - K 122 -56 STATE G-R 13 -89 40015A38FF5881BOB87f4800992E115FB ThISJUM itua bcxna4ez3 s mnd aa;daaatadby rasas:+M rA MAW, PF. (R. lk-04asa21 on tit Wa$A Shawn alxixwe'r..tzg a 543A-3 aathwootton"Aa. ?vbmdcap#as cf docexwawemetcarui& and 00a!and.salad and thas :b- ass en afiioeaa da ntat?ac waif ,xl-catuyd"trmnk cas<ias. **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 Componen[ Safety Information, bar TPI andSBCA) toi safety practices prior to performing these functions. Installers shall provide temposrtyy bracing per BCSI. Unless noted o1{herwise,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 83, B7 or 81D, as applicable. Apply places to each face o truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the I... in conformance with ANSIUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's neneral notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.icesafe.org Job Number: 136DCS077 Ply: 1 1 SEQN: 635514 / T28 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C' LL OI Qty: 2 FROM: AH DRW: Truss Label: D1 I Wgt: 37.8 Ibs / ... 08/01/17 C=_4X4 T 12 6 p 10, 5' � i I LO � 1 a 2X4(A1)B I D=2X4(A1) A I E F 1112X4 919"8 1i"ff AW + 5'i 10, Loading Criteria (psq Wind Criteria Snow C iteria (Pg,Pr 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): -0.012 F 999 240 B 438 / 225 / 425 ! - 1134 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.014 F 999 180 D 438 / 220 1257 / - / - 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.006 F B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Criteria Creep Factor. 1.5 D Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg �isc Code: FBC 2014 RES Max TC CSI: 0291 Bearings B & D are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: I2007 Max BC CSI: 0.263 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ItFT/RT:24(0)110n Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 C - D 796 -503 Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 B - C 830 -503 D - E 27 0 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 428 -611 F - D 428 -611 Webs 2x4 SP #3 Lumber value set "l36" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind Member design based on both MWFRS and C&C. C - F 306 -424 Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. . m kr No"7162 40 01 SA38 EF 588180 BB 7F49 00 99. ZE 85 FO ctdtdxeae�,cakzz-�raake�,�irnda�a9.�afawiry rrxlanart�s; uc.e47.�sa:( ontfiaaZcsresane asrs us�ga ssr�.l, auftyl kattesske,�a. ftbMdeofI thki aruri^A=hot rod 4xeai'mid =12d sra6 She �et�ta�.aiizs�erxEe e"tiz€:Aa recdfi�.wkan�eiectrank adios. '"IMPORTANT'" FURNISH THIS DRAWING TO ALL a division of as INCLUDING THE INSTALLERS ' I.. Refer to and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporary ictural sheathing and bottom chard shall have a properly lave bracing installed per BCSI sections 63, B7 or 10, on the Join f Details, unless noted otherwise. (2efer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page_ _ msibllity solely_for the design shown. The suitabll ty any ral nc Job Number. 136DCS077 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: D2G Ply: 1 Qty: 1 Wgt 44.8 Ibs SEQN: 6890311 T30 / HIPS FROM: AH DRW. / ... 08/01/17 3' 7' 10, 3, 4, 3' =�C6 12 C -5X6 T 6 M 3X4(A1) B E= 3X4(A1) cr, 1 4 N 43 A F H G III ZA1+ = DA-+ 9'9"8 1iJ 1, 3'1"12 3'6"12 } 3'3"8 1, �{ 3'1 "12 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf., NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 / 271 / - / - / - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.029 G 999 180 E 568 1271 / - / - ! - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP: C HORZ TL 0.012 G - B Min Brg Width Re = 1.5 Des CLLd: 0.00 Mean Height: 15.00 ft ( ) q g Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 Noffit: 2. 0 TCDL: 4.2 psf Bearings B & E are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA Ff/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 379 -840 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 379 -846 E - F 27 -20 Lumber C - D 318 -755 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Chordsu T etsComp.ChorForcesChords r PTensly s .Comp. Bot chord 2x4 SP 91 Webs 2x4 SP #3 B - H 729 -318 G - E 725 -318 Lumber value set "l3B" uses design values H - G 744 -318 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading '� Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3-0-0 jacks with no webs. ' wax C- H 162 0 G- D 165 0 Left side jacks have 3-0-0 setback with 0-1-4 cant and 1-0-0 overhang. End jacks have 3-0-0 setback C - G 12 0 �a with 0-1-4 cant and 1-0-0 overhang. Right side jacks ' a have 3-0-0 setback with 0-14 cant and 1-0-0 overhang. ; Wind - Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind*STATE' OF " Left bottom chord exposed to wind., 40 015A 38 FF 5B 8180 fig 7F48 00 59 2E 85 FB Ilx9t itaml=ba dart¢ 3tpad an•A---akd by marreti Marttnw, i�&. (�.. tic.etas�l antiic shawa asava+s�g asx� i a�MenCtaatsizrxda. e'tad x��9'rt� dn:+�r.�<s nrrtceaxdt�sd dad ar�d ssalmd a dthe ,,,F'iti✓,aaufensrnlYmzodomastbdaz&L-dCAmyda ucrY_ ca;i—. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp onen[ Safety Information, bV TPI andSBCA) Poi safety practices prior to performing these functions. Installers shall provide temposrryy bracing r�er 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 bracingg insTalled per BCSI sections 63, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�fL�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 handl% shipping, installation and bracing of trusses.A seal on this #Pawing or cover page. listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this tab's general notes pacand these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindus .com• IM www.icesafe.org 1 Job Number: 136DCS077 Ply: 1 SEQN: 539476 / T27 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V4 Wgt 16.8 Ibs .. / ... 08/01/17 1'10" 3'8" 1110" 1110" 12 6 v A 3X4(D1) B=3X4=3X4(D1) r 1 3'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00It 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: 3.00 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 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Additional Notes See DWG VAL160101014 for valley details. 3'8" 3,8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W D• 75 / 21 136 1- / 6 / 44.0 Pt NA Ce: NA VERT(LL): -0.003 999 240 Lu: NA Cs: NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS Snow Du1 Ilion.NA HORZ(LL): 0.001 D Min Brg Width Req = - HORZ(TL):-0.002 - Bearing D is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Creep Factor: 1.5 Max TC CSI: 0.050 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Max BC CSI: 0.063 Max Web CSI: 0.000 Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. q _ g 171 -150 B - C 171 -150 Plate Typ' (s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. A-C 148 -135 �. 2. 'STAT Ee SERIAL( 40 015A FF 5591.80 BB 7F48 00 56 2E 85 FB Thk hortAaa ek" "xgnad'.zd=dad by Vaea 8MAW i(Mttc.047Z$ fctsr8ia htwca6m Whig aSN I and the SKAA CAVI . "WARNING— READ AND FOLLOW ALL —IMPORTANT'"' FURNISH THIS DRAWING TO ALL C a division of any as sisasumatrorm not ccsssAwadsrga ar.$ssakd 4muom.odon.1 t.,a¢acubd CA anyrdectwok ON THIS DRAWINGI TORS INCLUDING THE INSTALLERS I bracing. , Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly is shall have bracing installed per BCSI sections B3, B7 or 10, ive and on the Join Details, unless noted otherwise. kifer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page 1 responsibilityy fo solelr the design shown. The suitability Job Number: 136DCS077 Ply: 1 SEQN: 539477 / T20 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V8 Wgt: 25.2 Ibs / ... 08/01/17 3'10" 7'8" f 3'10" + 3'10" 12 B-4X4 T 6 3X4(D1)=3X4(D1) 'I A C 1 -.0m E D 1112X4 7'8" 3'10" 310" 3'10" 7'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin 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 E' 75 / 28 / 36 /- / 8 192.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C ei Height: 15.00 ft Mean Hei HORZ(TL):-0.005 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.126 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. A - B 189 -158 B - C 189 -158 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.100 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 213 -137 D - C 213 -137 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - D 336 -295 approved 1/30/2013 by ALSC Windt$ Member design based on both MWFRS and C&C. *ai.' ,' . Additional Notes �� "' s See DWG VAL160101014 for valley details.NO 04710 e STATE Jry 8I t 40 015A3i1 FF 58 8180 88 7F 48 00 99 ZE S5 F8 rixL 3tumarvs3z as mle#teiaszta; ysfipcsd zed =ledby VWAA Martinr.,t; t'F.fr-0.. LLe.6472921 an the date shawrz at: musbe a SHA•3 a h)tntn,num'm FlIstnd copinal6ii dcsrra a ags not ansIetred sljn and rsaind sad lhamnio. stiR}I&n `f i$�SJIDfl adt rnustbe wfifed many detwink =Ins. '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building by Component Safety Information, TPI andSBCA) t0F safety practices prior to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applit a e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page , , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability pro and use of this thawing for any structure is responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ine4tw.com; TPI: www.tpinst.org' SSCA: www.sbdndu .coin [CC: www.iccsafe.orcj C 1Job Number: 4EBB 1828-Call C L LOL /DR Horton /4EBB 1828-Cali "C" LL OLabel: EJ7 LI I 9 8 Ibs I FROM: AH 478 / T19 / EJAC I DRW:Tru/ 08/01l17 I 2X4(A1) B A� C 12 M O tCa M C7 D 1 T i A Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell 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 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - ! - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.031 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I isc Criteria Creep Factor. 1.5 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Co e: FBC 2014 RES Max TC CSI: 0.496 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 12007 Max BC CSI: 0.368 li C Min Brg Width Req = . Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac ors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 27 0 B-C 77 -151 Value Set: 13B (Effective 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 "l3B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C.. iNo tr62 SME OF 40 01 SA 38 FF 50 81 BO B8 7F 48 00 99 2E 85ID Thu Item hut! cte wd Ualad by tAw+zd marM44 �&. (Ci., ric.i247iB2} aer@tm�hawa ah�rm u�rg a 523&•i asa�smnt3a2�1a, tetrad cc�k�. I�4'r1da da:cxasrtatmm e�s+res,�l�sd aaxi amd smalmd and tFc 3`e5A«2 hemt taSseaxecle ns sttaa arz(ifJ � asy�dtctmric cx�ins. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) for safety practices p or to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properlylattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2ef t to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handlinWhippinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI1TP1 I Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 539479 / T12 / EJAC 4EBB 1826-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW. Truss Label: EJ7A Wgt 21.0 Ibs / ... 08/01/17 2X4(A' T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based.on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pt in PSF) DefllCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 No 047102 STATE OF 40015A38EF588180B87F4800992E95 FB xfal<ItarmRss r mleCtra:sYca�y�+,�ncsf any xeafdd iry r9 Misrttner. 'PE (A.. tic. rdrs92{an "IedaI&Illown abx m WAS a sw't atadtcntkatirxssnda ftb tadcuptuafclst'sd raasnsimmmc+tccess7dmsdzt s:rs5arad:catad and the SKAz aslhentkc li actdemwf be aMfiad anacsrdectran'k rx W, B ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W A 270 179 / 188 I - / 151 / 8.0 C 128 /21 1104 /- /- /1.5 B 174 1135 / 95 /- / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quirequire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary - BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, 'le. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any failure to build the g or cover pa e_ vn. The su! bility Job Number: 136DCS077 J Ply: 1 SEQN: 539480 / T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL O Qty: 4 FROM: AH DRW. Truss Label: BJ5 I Wgt: 16.8 lbs .. / _.. 08/01/17 C 12 6 M O � CV cM =2X4(A1) B 3 A 5' 1 I 51 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 263 / 96 / 208 / - / 129 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 / 70 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow D ration: NA HORZ(LL): -0.007 D - - C 119 193 162 / - I - / 1.5 Des Ld: 37.00 HORZ(TL): 0.010 D - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / isc Criteria Creep Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min Big Width Re - g q = Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: �2007 Max BC CSI: 0.182 C Min Big Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re FactUsed: Y P orssees , Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:29(o)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 53 -120 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 "1313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and CBC. No 047102 fa,STATE Of. 4001SAI FF588180BB7F4900992E85FB bdSarscrc:a b4c�c{¢ s3�vraaimarS semledtry F��sml Mmrttrccy, e"� (rL. 1tc.G4?F�iand2area4cshawa abs er.Mg m SHT.-8 rtnd mash ttvx m^t<Ins_. ""WARNING— READ AND FOLLOW AL "IMPORTANT"' FURNISH THIS DRAWING TO ALL a division of ripi i,ortorn acceptance any structure 1*1 routbin *nifed.t n msry d=ttacik ON THIS DRAWINGI TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building D performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly ,s shall have bracing ins lied per BCSI sections B3, B7 or B10, ive and on the Join f Details, unless noted otherwise. (Refer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover pagei responsibility solely for the design shown. The suitabli ty luildinq Designer per ANSI/TP11 Sec.2. Job Number: 136DCS077 Ply: 1 SEQN: 5394811 T17 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss label: DJ3 Wgt: 12.6 lbs / ... 08/01/17 C 12 6 M O Io 2X4(A1) B M CV A D 1'1,3' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 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 "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Std: 2007 Max BC CSI: 0.072 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE 11 40 015A38 FF 50 &160 B15 7F 49 00 99 2E 85 FB 7huItaZ-A2Aalasibyttarue9Marttncs: PE(FL. Lk.rAT1821ast a2tt Shawn aE¢>en:, ' ga VA-1. se4)cra*A00d& tadce i�zxrd dosezearxasxanatect 8 rndsi"d"nd�kd z�6 the r.4A.y sui'h¢mYSoccrda marl Cm accvif�d tix aayetecirank a�yins. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 176 / 162 / - / 86 / 8.0 D 51 /6 /41 /- !- 11.5 C 64 151 130 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS u!re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp Installed per BCSI sections B3, B7 or 610, 'le. AooTv slates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Nefer to a division of I Hl 1, or Tor nanoling snipping, instaoe acceptance of professional enginE any structure is the responsibility of Lis drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability PH 1 Sec.2. C Job Number: 136DCS077 Ply: 1 SEQN: 689027 / T34 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH - DRW. Truss Label: EJ3A Wgt: 12.6 Ibs / ... 08/01/17 12 C 6 o � 2X4(1)B r co II � CV L A D 3 1t 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 190 / 93 1201 / - / 86 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 / 34 174 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Dufation: NA HORZ(LL): -0.003 D - - C 66 / 50 / 37 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.003 D - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 Code i Misc i Criteria I CreepFactor: 1.6 B Min Brg Width Re 1.5 q Soffit: 2.00 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 D Min Brg Width Req = Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Std: Rep Factors 2007 i Used: Yes Max BC CSI: 0,078 Max Web CS 1: 0.000 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 It FT/RT:20i0)/10(0) Mfg Specified Camber: Loc. from endwall: Any GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 17.01.01A.0723.13 Lumber A- B 27 0 B- C 29 -106 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens -Comp. Lumber value set "136" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind ee.�twar �ek PEE Left bottom chord exposed to wind. $TAT E Of 40 015A 38 FF 55 81Ji0 811 7F 48 00 99 2E95F8 This item hag•}aeert cledt s ne$'.=t aaslad by MOM martbwr, %E(a.W.4N 161ant9ffi ahawnabsrrmv��asfia� =Mcndmtiznas a z' tedcapim sip -�tammotc=16md rand."dmind soaa the wm-z enGw�mss e.mt ba,am -dmmydeamr* CIMleL ""WARNING— READ AND FOLLOW ALL "IMPORTANT"' FURNISH THIS DRAWING TO ALL C a division of rI NI 1, or Tor h acceptance any structure as ON THIS DRAWING! ;TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building 3 performing these functions. Installers shall provide temporary ohed structural sheathing and bottom chord shall have a properyy s shall have bracing insialied per BCSI sections B3, B7 or 810, we and on the Joint -Details, unless noted otherwise. AR& to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover pa e 1 responsibility solely_for the design shown. The suitabdity F Number: 136DCS077 Ply: 1 SEQN: 539483 / T18 !JACK BB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. ss Label: BJ1 Wgt: 11.2 lbs .. / ... 08/01/17 12 6 2X4(A1) B 413 -L 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: If 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: D to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C C 1 ' 1' 1' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 177 / 145 1- / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 /- ! - 11.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. 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: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 L-3, 40 01 bA 8 FF 58 81 BO BB 7F48 00 59 2E 35 FB .Mu 3tarnh= ban =11ralad by m2mil martm4 (, . ttc.CarSBZ¢cn thadata ahtsw�tatxirm tts'kigastibdi sa?hendcatieas•�e. metedc iasar'tliadoxesxsrammaotcxxss&c ads*"aaid=Wd aaae t¢scsi.A is ant4ta soda nwtbs wxifLAmaaydectforU <400 . Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) foi safety practices prior to performing these func tions. installers shall provide temposttYy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildiri 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>essionat 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 ANSIITPl 1 Sec.2. For more information see this iob's oeneral notes pace and these web sites: ALPINE: www.alDineitw.com: TPI: www.trinst.om: SBC : www.sbdndustrv.com: ]CC: www.iccsafe.om l Job Number: 136DCS077 Ply: 1 1 SEQN: 689025 / T31 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW. Truss Label: BJ1A Wgt: 11.2 Ibs / ... 08/01/17 1 12 6 C 2X4(A1)B M -�- o LO A i D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind Left bottom chord exposed to wind. 1IT Snow C'!ter!a (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W B 134 / 90 1155 / - / 42 13.5 Pf: NA I Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 13 / 3 ill / - / - 1 1.5 Snow Dyration: NA HORZ(LL): 0.000 D - C 1 / 19 / 18 1- !- 11.5 HORZ(TL): 0.000 D - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code I Mi.. Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: I Max BC CSI: 0.013 C Min Brg Width Req = - Rep Factprs F007 Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Ff/RT:201(0)/10(0) Mfg Specified Camber: Plate Types}: Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE I VIEW Ver: 17.01.01A.0723.13 i A-B 25 0 B-C 19 -16 10 4001 primwd r; and aws ems. "WARNING— READ AND FOLLOW ALL '"IMPORTANT"* FURNISH THIS DRAWING TO ALL C a division of FPI 1; ortorn acceptance tnv structure as Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 FF 58 81.BO BB 7F 48 00 99 2€95 F8 akrss s%nmd:mid a&ziad by 1watbw6 ( an thadaft Aawn abm Wing 1 Sawl ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. _ Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary fled structural sheathing and bottom chord shall have a properly s shall have bracingg inslalied per BCSI sections B3, 137 or t 10, ive and on the Join Details, unless noted otherwise. (tefer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover pa e_ _ I responsibility solely for the design shown. The suitabdtty web Job Number: 136DCS077 Ply: 1 SEQN: 539485 / T21 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL - Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs / ... 08/01/17 6'3" + 9110"1 i r 6'3" 3'7" T y I 6'1 "4 3'2" 6"1 1'5" 6'1"4 9'3"4 911 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 [or, Udefl U# LOG R / U / Rw / Rh / RL / W B 326 1154 / - / - / - 110.6 TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.014 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1129 / - / 0 / 0 11.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 / - / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Re - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.306 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ff Re Factors Used: No P Max Web CSI: 0.247 Bearing B requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW,Ver: 16.01.00F.0504.20 Chords Tens Comp Chords Tens Comp Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 40 015A38 FF 55 8180 BB 7F 48 00 99 2E 95 FId ThR Itembeen mad saeaiad by rdwwel Markin" a VL'us.eaaes2lanthedala1r�wnabanw hash$-i s�t#aesttasade. ftbtodcopt=ofdkdxar..cA—..t—aA6ar"dequdmad Ind and tM. Zax sntb=a9veewzce9e msrEt fax rif :i masidecttank . czF:ML A-B 9 -6 C-D 59 -74 B - C 295 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 570 - 262 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp_ G-C 181 0 C-F 314 -684 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) i safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B1D, as applicabgle. Appty ptales to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippinqq, installation and bracing of trusses.A seal on this drawing or cover pa e, . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this d"awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Pn m . infnrm"finn — Wh inh'e ne 1 n tf ro . a 4 fhxn —h eRe Al PIMP- -- "Wn ifi. min• y'PI• '_ mind n CRra• —, ehe•iMiidni min Irr. uiunv rmc"1n nrn r Job Number: Ply: 1 SEQN: I Truss 1828-Cali CJ3ACLL OL /DR Horton MEBB 1828-Cali "C" LL OLI I Wgt 16.8 Ibs I FROM: AH 029 / T29 /HIP_ I DRW:/ 08/01/17 I C 4.24 I 12 ti 2X4(A1)B co A �--- 1 Y Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6l1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 412113 412n3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL ! W B 123 l72 1- l - l - 14.9 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 22 /- ill /- 1- 11.5 Snow DuFation: NA HORZ(LL): 0.000 D - - C 56 / 43 1- / - / - / 1.5 HORZ(TL): 0.001 D - - 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: 0.134 D Min Brg Width Req = TPI Sid: 2007 Max BC CSI: 0.031 C Min Brg Width Req = i Rep Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Plate Type(s): Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.01.01A.0723.13 WAVE I A-B 20 -13 B-C 19 -15 ta�ylai-. •'WARNING" READ AND FOLLOW ALL *'IMPORTANT"` FURNISH THIS DRAWING TO ALL C as a division of ITW 8uiMin Components conformance with ANSIIfP! 1, or for h this drawing indicates acceptance le of this 9�awing for any structure Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 5B 81130 8B 7F48 00 99 2E 85 FB ar" 31padaad Itaiad by PAxWtl Martin", data dawn ab ow WJQO a smjA L matcantdaaad skmad and sealad m--k be vedfitd an asr rdvdmak ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. , Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporal. :hed structural sheathing and bottom chord shall have a prope y s shall have bracing mstalled,per BCSI sections B3; B7 or BB10, ive and on the Joint Details, unless noted otherwise. . hefer to isible for any deviation from this drawing,any failure to build the I nd bracing of trusses.A seal on this drawing or cover pa e 3 r_esponsibi!ity solely_for the design shown. The suitability a Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt - 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 � ❑rib ipn mnh Wind Snped. 19' Mean Heinht. Partlally Enclosed. Exnosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace *x (1) 2x6 'L' Brace is(2) 2x6 'L' Brace * Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' US P r #3 3' 8' 5' 9' 6' 2' 7' B' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14. 0' 14, 0' H [- Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O 111� Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' Il' 9' 6' t0' 4' 11' 1' 14' 0' 14' 0' 01 -j S P #1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' #2 3' 10' 6' 7 6. 10, 7' 9' e' V.— 9' 3' 9' 7' 12' 2' 12, e' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' B' 14' 0' 14' 0' (U I D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 111 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B' 10, 4' 13' 1' 14' 0' U +> _ S P F #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' U L_i Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' to, 10' 13' 9' 14' 0' 14' 0' 14' 0' CU O fl P Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' to, 10, 12, 8' 13' 7' 14' 0' 0 14' ' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13, 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' QJ D F L 1 Stud 4' 4' 6' 5' 6' 10' e' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10' 111 10, 12' 7' 1 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ U LIP Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' ' 0 O (� Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X 01. 5' V 8' 5' 8' e' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' e' 3' 8' 7' 9' 9' SO' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 01 03 4' 9' 7' 4' 7' to- 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' 11' 7' 12, 0' 14' 0' !d' 0' 14' 0' 14' 0' .--i Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' it' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' AtioutjC able Truss Diagonal brace option: T vertical length may be doubled when diagonal 18 )K brace Is used connect L diagonal brace for 60011 at each end. Max web j Brice total length Is 14'. i 31E3K 2x6 DF-L a2 or better diagonal IT Vertical length shown brace) single 8' In table above. or double cut L 1 45' (as shown) at Q I upper end. IN ontlnuous Bear Connect tliagona at' ' mid dint of vertical web. Refer to chart above for rl uvARMDIGto READ AND FR.LDV ALL NQIES-Q! TM DRAVDGI uD613RTANT** FURNISH THIS DRAWNG TD ALL CINTRAMM INCLUDING THE BWALLERS, Trusses require extrene care in fabricating. hwang,-shipping, bistatUng and bracing. RefeF; to and BCSI (Building Component Safety Infornation, by TPI and SBCA) foKsafety Z wm follow the latest edition of practices prior to performbJog these functions. Installers shall provide temporaryy bracing per FGSL Unless noted otherwise, top chord shah( have property attached structural she.0 aM b*"on chord mr shall have a property attached algid telling. Locations shorn for permanent lateral restraint of webs -_ - a ��� B7 or Beta as unless le.no Apply plates to each Face installed per above ofxill have and of truss and position as shorn above and on tma Joint DetnOs, unless noted otherwise. position sand an the Refer to drarbps 16OA-2 for standard plate positions. AN rrW COMPANY Alpine, a division of ITV Bultding Conponents Group Inc shall not be responsible for an devlatian from this drawing, any failure to build the truss In conFarmance with ANSVTPI 1, or for handling, shipping, ? qmC bmstatiatlon 6 bracing of trusses. A seal ort this drawing or cover page 11.0V this droring, indicates accept— of professional «pr e englneedrg respon50YBty solely for the design shorn The sultabaity and use of this draft any structlre hi the rc..porVbBKy of the Bull*v Designer per ANSVTPI 1 S.CZ 133B0 Lokohonl DriveFor Earth City, MO 63045 For more Information see this Job's general notes page and thane web sites tgD ALPINE, wwr.atphrWtw..am TPb nr.tpI-targr Ssa wwsbclndustry.orgi _1ccsafe.org G Bracing Group Species and Gradesr Group At Spruce -Pine -Fir Hem-Flr al / a2 IStandard 1 02 1 Stud #3 1 Stud 1 1113 Standard Do u has Fir -Larch Southern Pine*** a3 93 Stud Stud Standard Standard Group Et Hem -Fir al 6 Btr al Dou has Flr-forth Southern Pine*** al al a2 a2 lx4 Braces shall be SRB (Stress -Rated Board). **for lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections For 75 plf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For C1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. W) For (2) 'L' braces, space malls at 3' o.c. In IB' end zones and 6' o.c. hetreen zones, 'L' bracing rust be a minimum of 80% of web member length Gable Vertical Plate Sizes Vertical Len th No S llce Less than 4' 0' 2X3 Greater than 4' 0" but 3X4 less than Greater, than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 A'MTt OF MAX. TOT. LD. 60 PSF I'aFA)yean5ci„e6rtN�t MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mnh Wind Snplod. 30' Moon Hpinht. Partioliv Fnrinspd. Fxnnsurp D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species IGrade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B -N #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' P. 11' 7' 12' 0' 13' 9' 14' 0' - S P f _ H #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' id' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' t' 11' 2' it, 11' 13' 7' 14, 0' O Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' #1 3' 10' 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 11' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' -� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' B' 8' 9' 9' 2' 11' 7' 1 12' 0' 13' 9' 1 14' 0' d c�v D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' It' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9- 8' 3' 8' it, 9' 7' 12, 2' 13' 0' U + S P F 41 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' t4' 0' LJ L f F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O 1 1 Standard 4' 0' S' 6' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' lie 10' 2' 10' 7' 13' 5' 13, it, 14' 0' 14' 0' S P #2 4' 2' 7. 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' IT 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' e' 5' t0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' It' 8' S' 10' 0' to, 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' it, 9' 14' 0' 14' 0' d S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' it' 6' 14' 0' 14' 0' 14' 0' 1 14' 0' #3 4' 5- 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' - fl Standard 4' 5' 6' 6' 6' It, 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14, 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 7' 11' 8' 2' 9' 4- 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' t' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' .-+ D F L Stud 1 4' 6' 6' 10' 7' 3' 9' i' 9' 7' 11' 0' it' 6' 0 14' ' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' e' I. 8' 7' 10, 11' it' 5' 12, e' 13' 7' 14' 0' Bracing Group Species and Grades - Group At S ruce-Pine-Fir Hen -Fir #1 / #2 Standard 1 #2 1 Stud #3 1 Stud #3 Standard Do u tas Fir -Larch Southern Plnewxx #3 #3 Stud Stud Standard Stnntlnrd Group Bs Hen -Fir Ill 6. Btr #1 Dou ins Flr-Larch Southern Pinewww qlI #t q2 q2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookees with 2' 0' overhang, or 12' plywood overhang. About �- Attach`L_brnces�rith�Od-(0.128=x3.0=rAn)-nn[ts. B# For (1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c, between zones, _ oblesnuss- - Diagonal brace option, vertical length may be T )K)KFor (2) 'L' braces, space mils at 3' o,c. In 18' end zones and 6' o.c. between zones. doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web 18' ,L, L Brace X I -{I- 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes total length Is 14'. )K* Vertical Len tin No S lice l Verticat length shown In table above. 1 I 45. 2x6 BF-L #2 or better dtagonal brace/ single or double cut Cos shown) at 'r 8, L 1 Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less + Refer to common truss design for upper end. peak, splice, and heel plates. chart Connect diagona at midpoint of vertical web. Refer to ontinuous Bearing Refer to the Building Designer for conditions 11111I Ill not addressed by this detail, above for max g-1611e lr * length, y f� �� r� Q II Il-�i� 1 ~ I I�IUF-� Ilf�7- AN RWdOMPANY M ni OAve 13380 City, earmay.Mos3oas -VARND12a READ AND FMLOV ALL IRITES IN THIS DRAVM -DumTANTo Fm THIS DRAvING TD ALL mRiff TmS INCLlD11NG Tiff D=&Lrns, lF Trusses req." ..trams care in fabricating, handteg, sNpVg,, installing aryl bracing. Refer to and Pit- the latest edition of 8CSI MR.Ing Conponent Safety Information, M' TPI and SBCA7 For safety practices prior to performing these f-dons. Installers stall provide temporary bmdr.g per BCSI. Unless noted otherwise, top chord shad have properly attached strucamol sheothk+g and bottom chord shill have a property attached rlgid ceBhp Locations sheen for permanent lateral restraint of webs chatl have brad, b.staeed per SCSI s.etana 83, 87 r 210, as apWleabta. Apply plates to each face of truss and poskbn s shorn abovo and on the Joint Detalc, tnlecs noted otherwise. Refer to drawings 16DA-2 for standard plate positions Alpine, a olvtsion of ITV Butting Conponents Group Inc shalt net be responsible for vry devintbn fron this droving, any fall- to build the truss In conformance with ANSI/TPI 1, or for he MUn%, shwwnq. Installation o a bracing of tresses. A seal of this drawing tr cover page ILsting this dra.k,p, h, tcblkt acceptance of professional rebpanslbNty solely fr the desl�n shorn The stltnbltlty and use of this drawing Far on�y ss uct,re Is the resportsNJty of the &dtdhg Deshrer per ANSI/TPI I Sect. a O1aFar more !�arnauon s.. nLJs ors ge weal mates pope and these web snee.ee,...., � e, Tf � ` e� ��EiV�,� -, ` ' _ No = - y ATE OF n j ' %j tt �/Fk. ��NAL - �11 MAX, TOT. LD, 60 PSF REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 MAX. SPACING 24.0' I 'T Reinfol Heft Go Tr Gable Detail For I Pt —in VPrtirnlc; )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 ror upuri spectnea on ine engtneerea truss oessgn. Attach each 'T' reinforcing member with End Driven Molls- 10d Common (0.148'x 31,min) Nails at 4' o.Ia plus (4) nails in the top and bottom chords. Toenalled Nails, 10d Common (0,148'x3',m1n) Toenails at 4' ac, 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 A11515ENC101014, A12015ENC301014, A14015ENC101014, A16015ENC101014, A18015ENCL01014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A1203CENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - 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 Example 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 S' 7' = 11' 2' 'T' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 MVARNINGOm BRAVM ■.11*WTAMTP FURNISH THISAWWIING M ALL �coM1�TIM ON I SUDDM THE DaTAUERs. `��•�„ fb;a,,REF LET —IN VERT Trusses require extreme care In fabrkatlrg, handla,p, shipping, Installing and bracing. Refer to and (alto. the tatect oWtion of SCSI tBunmng component Safety Information, by TPI and SBCA1 for saFety ` Eft �I ' DATE 10/Ol/14 practices prior to performing these functions, Installers shall provide temper brntl par BCSL y unt noted otherwise, top chord sF411 have property attached structural she°a'ting an bottom chord �. yr• DRWG GBLLETIN1014 a shall have o properly ottnched ag I canine. Locations shown for permanent Wtarnl restraint of webs _ d i�-� shnU hove bracft Installed pvr B I sections Actions ar BID, as nPPUcabta. APPLY Pates to each Face dI� f truss and ppoOsltlon as shown above and on the Joint Detags, unless noted otherwise. - �p� 1g of to drawling. I60A-Z for standard plot. positions. AN ITWGOMPANY trds bd-n a division of ITV 8uldinp Components Group Ix shalt not be resPonslbie for ony tleNoton ran wow. any foBarc to odd the truss h conformance wkh ANSI/TPS 1 or For hardaC, sidPP�w, ST TE OF MAX. TOT. LD. 60 PSF lnstnlation 6 brocalg of trusses. A seal on ttvs drawsmg or cover pn tistsq tHs arnwhg Yuicntes ncceptnnce of professbrol engtxeWng resPonsblUty satNY far tic design ahawn The aultobutr and In. PF this crowing -.,,9� 'c1 O (y@" UR, FAC, ANY 13389tfar any structure Is the respaeMXltty of tits Bu0tl4ig Designer per AMSVTPI 1 See2. k .,�„ EarthCty. MO tOM1ve for mare Infornatlon see this job's general notes page wW these wab site=, %. �`�C`� a(o� MAX, SPACING 24,0° Earth City. MO ^a3045 ALPINE. www,aldntitw.coril TPh wotal-torn, SBCM wwe.sbceldustrvArgl ICa wnwlccsnfEorg 1i, t 0,.. - . _ . f_ .6 Valley Detail - ASCE 7-10: 160 mph, Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. xx Attach each valley to every supporting truss wlthi (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, (— 2X4 X4 �---- 8-0-0 max 4X4 12 12 Max. I- 1X3 1X3 X3 5X4/SPL 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 30'. Mean Height, Enclosed, Exp. C, Kzt=1.00 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, some species and grade or better, attached with 10d box (0.128' x 3.0') naits at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced withi properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing cis specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Valle Spacing Pitched Cut Square Cut Bottom Chord Bottom Chord Valley Toe-nailed_./Valley tr 2X4 � SQp waVARNMem READ AND Fm1DV ALL NOTES ON TIM ➢RAV➢Kg wwWWTA1[Tww FURKSN THIS DRAVINS TO ALL CONTRACTDRS DELMDRI THE DWALLEPM Trusses regpYe —trene — In fabricothg, handling, sldppbg, Instal8nga and b—Ing• Refer to wd fain. the loteat edition of BCSI (&mmng Conponent S.4 Infarnatlon, 6y TPI and SBCA) For safety p���-Cuses pMw to performing these Functlons. Instatterc shalt provide tenporaryy brockq Per BCSL Ulllasw rated otherwise, top fd Wd shall hove properly attached structural cheothing and battow char hoU have o property ottoched r Id cel L—dons shown for permnent lateral restraint of sets shNl have bracing 1-tatted per BCSI secthon 0h J r DSLO,etails, as unless Apply plates to each face of truss aM potltlon as -Yrom apovs plate on the .hint Detn4s, uNssc ea4d otherdse. Refer to drob,gs 16M-Z for standard plote positions. Alpine, a division of ITV Bulldm Conponentc Grooww Inc. aWt not be responsible for airy deviation frr /1P1IIUITWMPA[il' this drawing, any fallwe to build the truss In confornance with ANSI/TPI 1, or for handling, ship* installation i bracing of trusses. A seat on this drowN ar cwer page UsVig this d—ing, kWcates acceptance of profescicnat �spais9YUty solely far the desiprl sham The sultaWtty and .ce of this QrowIn 13389 Lakefronl Drive Por any fr the rwrporadb4tty of the Buw% Demgm" per ANSf/iP[ 1 Sec2, Earth City, MO 63045 For hors information see this Job's general notes ppaage and these web sitem ALPINE wn.nlpinaltexani TPI, —Aptnst,oros SBCA, nw.sbcindust ya or ICO wwwkc fearo 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detail Common TC LL 30 `Q \C,kAl�% �C DL 20 r` BG DL 10 • G LL 0 TE OF T_dT. LD, 60 ^UR.F'AC.1.25/1.3 ICY Partial Framing Plan 10 40PSF REF VALLEY DET, 5 7 PSF DATE 10/01/2014 0 10 PSF DRWG VAL160101014 0 1 0 PSF 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (rain), Kzt=1.0. Note: Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane 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 deslon drawlna for oloavback and base truss specifications. Detail A i Purlin 12 Up to 12 17 4' 2' 2' Spacing = 24' o,c, or less Spacing = O.C. max L—Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c, spacing In between. Detail B : Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chard purlln bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails <0.12B'x3') at 4' o.c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V / I I 4' Purlin Spacing > 24' o.c. max \\ I I \\ / I I I I (/ Tap Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o.c. Note, 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 Detalt A. yttti}@JJtIJJijJ t rrwA1411N -N RFAD AND FIXLOV ALL MUTES ON THIS DRAVINGI �.� \ fi rrlipfitTANTM FLOGSH THIS BRAVING TO ALL CONTRACTORS BIC=ING THE WSTALLERS. ���� q� Ai Truowsses requbv extreme core In fabricating, handing, sHppbg, hstnlllnii and bracb). Refer to and `� �+qf� follthe latest edition of SCSI (Bua,ng Component Safety tnar,a ftion. by TPI and SBCA) for safety `J %VkCE practices prior to perfo lag these functions. Installers shall provide temporary bratlng per BCS1. V� tinl natwd otherelas, top chord shatl have properly attached structural shea g and batten chrd 1 w shall have n properly attached Iald ceilbng. Locations shom far permanent lateral restraint of webs ��� shall have braGng Installed per B I sections the J or BID, as applicable. Apply plates to each face ALP of trues nntl ppo. 16G ac form —dabove plate to too Joint Oatalt, unletG noted othvrwLSe. Refer to drcwknps 160A-2 for stondortl plate prsltlons. Alpine, o tllvlslon of ITV Building Components Group Inc. r shall not be responsible for, an devlatlon fro, = -0 AN TTW COMPANY this drawing, any Fakwe to bu&truss d the In conforrwnce-with ANSVIPI 1, or forhandling, sHppbO, 1 �r t�l hstaltatkx, 6 bracing of trusses. A seal on this drawing or, cover page Dstha this draNna, hdkates acceptance of professional �°oc o�y ¢ —1" respa nslb0.lq solely fr the design shorn. TM 9uttoU and use of this d—I ng kre T- for nn- try s •uetu•e Is tlx respo�loslty of the Dulldhg BrrJgn,.r pr ANSVTPl 1 Sec2 >rq E.rth Lakefront Onve For more Information see this Job's general notes page and these web sites+ F�/ HQ9 f1A w� Earth Glyn MO 63045 ALPINE, rwratalneltwcomi TPI. wertolnstorai SBCA,—.%bcindustryarah ICG wew)ccsafearo tfSi,.�l✓/p/J]l �Ci��,wtAN Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails %l35'x3.5'> and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'>. The top chord q3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (6) 0,120'x1,375' nails, (4> Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' naps. Note+ Nailing thru holes of wave plate Is acceptable. w In addition, provide connection with one of the following methods: Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face a 8' o,c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset B'xB'x7/16' (min) APA rated sheathing gussets (each face). Attach a 8' o.c, with <8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF N2, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nalls (0.128'x3') Fer 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 Pioayback Plate One 28PB wave pl gyback plate to each face e 8' o,c. Attach teeth to piggyback at time of fabrication. Attach to supporting truss with (4) 0.120'x1,375' nails per face per ply, Piggyback plates may be staggered 4' o,c. front to back faces. SPACING 24.0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 vvyvaa�raq VJI ,wvn.ganYry.rya "^^ �aJtla •V..v y.�ur �� tvl .wr�r,...�. 40m Jnly ,v �1`51t111111111/1/t ,sails qae essay} Pua eaod saaou NJauaB s,gof slya aes uol>OwAdw e,+ou A! 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This design Is valid on( yy 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 nalling distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Applyy one scab per face. Minimum side member lengths) = <2)<L) + (B) Scab member length (S) must be. within the broken panel, Noll Into 2x4 members usng two (2) rows at 4' o,c., rows staggered. Nail into 2x6 members using three 0) rows at 4' o,c„ rows staggered. Nall 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, Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18° 975# 1055# 1295# 1415# Web or Chord 2x4 r 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 Y 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 r 4 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# No s Minimum t L Distance L L L 4' o,c, S Typical ~ - L + O + O + O + O L O + O + O + O + Distance �B L Distaance D —I 2 e �— Stagger ` + = Back Face 10d Box (0,128' x 3', min) Nailst o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail �,1�t °�' L —VARNINM- READ AND FMJ.DV ALL MITES w THIS DRAVDKiI .�`- tJ -- `�,, REF MEMBER REPAIR ..DGICRTANTo FU MSN no DRAVMG M ALL CONTRACTaid DCUMM THE INSTNIERS. ^ EN Trusses require extrene care In fabricating, humaho, swpphg, installing and bracing, Refer to and �` S� fall.. the tatect odtlon of SCSI (Bu6eMg Ccw%- nt Safety Infornatlan, by TPI and SBCA) for safety V DATE 10/01/14 practices prior to psrfornng nurse functions. Instauers shwa provtde tenporary brawng per HCSL No. unless noted.therdse, wp word shall have property attached structurat $hwa g and bottom char * DRWG REPCHRD1014 shalt have A property attached rigid ceiting. Locations shown for parnoneM tnterol estrolnt of shall hove bradng InsWUed Per HCSI sectWns H3, 87 ar Btp, as opdkahle. Apply Plates to each Pace R - IIL�`f� of Lruss and position as shown above nd on the ,bb�t Detn0.s, unless noted otherdse, �F Refer to drawings IWA-Z for standard Plate Positions. NNN��' -10 Alphm, a dvlsion of ITV Building Conponents Group Inc shall not be responsible for my deviation fron AN iTWCOMPAW this drawing, any failure to buld the truss In confornonce with ANSI/TPI 1, or far hnrdlinR, sNPphrg, /t a Installation L braChg of trusses. G/ ` 0 A seal on this drnwlry) or cover page listlng SHs drneinp, Vdlcntes acceptance of professbrol r� r(w erg►�eerhg responsB,ulty solely for the design shown. The suitabllt`y aM lse of 13389 Lakefranl Drive for any structure is the responsibility of the Baking Designer W ANSI/TPI 1 SecZ ,//fte.f n� Eanh Ciry.M083045 ALPUM For am TTPi w—totoinstcrri General ww.sshCb�idustrraM/CI O wm.Jcc"fPAr9 fiq � ;tl �u Ntttt SPACING 24.0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS I 4' 0' OC MAX. J LENGTH TO TRIM IL —1 EXISTING FILLER 1 - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), *LATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C, IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS mnTP'n ON THIS SHEET I USE THIS DETAIL FORI CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, S 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'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER 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 B❑TH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICE➢ 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 1B' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —VARNENGIew READ AND FOLLIIW ALL NUTES ON THIS DRAWNGI .wINPGRTANT.. FISMSH THIS DRAWING TO ALL CONTRACTDRS MCLMD4 THE VISTALLE'RS. Trusses regvYe e.trenw care In fabricating, hontlllnD shlppinn, bistalUnp and bra RtFer to and ��''- \�1.- IY", �' aV �`'a ''„ REF BC FILLER DATE 10/01/14 follow the latest emtion of BCSI (MclIng Conpone.t SniYty In6ornntion, by TPI nnd"`�iecw fgr :afrty pprrnncG .a prior to perfrming theca functions. Installers shalt provide temporary bradnp per BCSL �`- �+EN . �`� DRWG REPBCFIL1014 UNessnoted otherwise, top chord shalt have property attached structural sheathIng and bottom ch N y L�P A' � shall have a property attached Hold celbg. Locations shown Par permanent lateral restraint of rebs or Bet as nppl. no Apply photos to each faro shall have and of truce and passion as shorn above and to the i Joint [MWIc, ess noted otherwise. ion a. per BI@SI and on the position Refer io drarlrps 16HA-Z far standard plate positions. De. AN ITW COMPANY Alpine, a mvklon of iTV 8uldinA Conponentc Group lne. shall rat be responsible for any tlevtbtbn P this d arb p, a y Fal re to buRldd tfie iwss In confarnonce rkh ANSI/TPI t or for hand b g, sh pp4 g, hstallatlon L bracb.g f trusses. S Ai I: OF 10 /(� �'. A seal an thm drn r cover DaQe LLathp this drnhrbp, Irimcates n¢eptcrhro of prafesslmal enpYheerbg re ty sotNY for th¢ design. shorn The adtnbtllty and use of clhla dradr.g 9 O L ,, O R )1 MO Odve EarN Ciry, MOfi304G Ea,th City, Far arty structur•etlhe responsNUty oP the Ilu9ding DeslBrrer' per ANSI/iPI 1 s<r2. For are Information see this a general rates page and these web sites. ALPINE, www.oldneitw.eonl TPIi www,tolns'storSSCN wmsbcIrKk trvarar ICO wwwJcc=fe.orA i .��f� ri��. 'gin �''rJde,�° d•ef���- IbV'' SCAB 2X4 OVERHANG BETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere In roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's seated design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below (w). NOTE: #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 L 24' MAXIMUM WARNDM- REAR Arm FGUMW Au- NOTU a TM BRAWM wglT'mtTAITwW FUR?= TITS BRAWD4 TD ALL CONTRACTnRS TurinmM TIE WTALLMM �a Jai" 'e'�l. �• cps � TOTAL TOP CHORD REF 2X4 SCAB ❑,H, DATE 10/01/14 Trusses reque-e eX"ne care 1 Fobr11- handl0ag, ah Mstnlgrg and 1n111, RrFer to and fpllor the latest edition of BCSI ®aamry CO.panent safety arnatlon, by TPI and S®CA> far safety GFEN � � � Q' �� F �' = LOAD NOT TO EXCEED 40 PSF practice¢ prior to perforNng these functlons. Installers shall pro d tenparnry brornp per sCSL lWe¢¢ naiad otherwise, top choM ¢hall Novo properly attached ¢tn,ctwel :haathtng wl batten chord shall have -::.- Locations shorn Por lateral restraint of webs ? �S _ No CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 d FT 1�� "1��' a properly attached n pernnneM Joint or Det ils unlesshno Apply plates to oath face aF truss nb Ing inn all shorn ohove end on the7aEiii, , uniess W. A ply plate of tl have and pog installed s par aboBCSsect on the ReFwr to drowfts MA-Z For standard plate positions. S ATE 0 AN rtWCOMPANY Alpine, a dvlsUn of ITV Building Components Gro Inc shall not be responsihle for any deviation fron this dryepp, any fa0.ure to build the truss In con�ornome with ANSI/TPI !, or for handling, S Aping, U � � �4 hstallatbn 6 bracing trusses. A Seel on this drawiCCttngyyyh or cover page gstbV this dmwbX6 Indbates: acceptance of professional N SeC s / t� L, '� �® ® `\% ` V \� �,\\®\\\ DUR, FAC, 1,1rJ/1,25 13389 Lakefront Drive F �e sites,101'. a� Job's erat no ppnnGt�e and the, kiHQ�s NA1 1<gNf/h.Io"-AL.•tt\\\ Earth Ciry, M063g45 ALPINE- wwnalpUwttw.cant TPA wwr.tpin=korpl SBCA, wn.abcbdustry.orgl I r, wwwJ=Zafa.0ra SPACING 24' Ed w II jEnd Jack(Ed) M 12 (2) 16d TOE NAILS O iVAR1ES (BJ) 1 OPTIONAL SCISSORS BOTTOM CORD eveled Jack m W r ---'�_� (BJ) 0 i I (2) 16d TOE NAILS '�� m Q, CONNECTION DETAIL 18-0-0�MAX.PAN L (BJ) (2) 16d GUN NAILS FOR CH TYPICAL END JACK (EJ) m SHOWN TOP &ATION BOTTOM i N.T.S. 2x4 SYP Nailer 16" Long I Got�l�' B'—o^ MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT i N.T.S. s 1 OPTIONAL WEB CONFIGURATION I i 12 (4) 16d NAILS 12 VARIES G% See Connection Detail © VARIES � ` i (4) 16d NAILS See Connection Detail —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. I 1 —J— 11 MMA. ar"MIV TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL LADING (P.S.F.) TILE: SHINGLES:ob .' �'i Ci `�` •' �`— TOP LIVE LOAD:1 20 20 6 ^ m MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 d � BOTTOM DEAD LOAD: 10 10 TOTAL• i 45 37 � FLORIDA REGISTERED ENGINEER STRESS ZINC. 1.25 1.25 = = vr � j A LICENSE # PE 47182 WIND DESIGN: M X. 160 MPH PER o � '� STATE OF : 4 " ASCE 7-10 MAX. 24^ O.C. o C% 4 0 1 **WARNING** Read & Follow all notes on this drawing. �iB�•`•( ORgtO 0 bb s �? va Furnish this drawing to all bontractors including the installers. pA1AAf19l�