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HomeMy WebLinkAboutTRUSSI-1 12 =o (47 RANEY COMPONENTS a11ey 19900 Independence Blvd. Groveland, FI 34736 0A1x1011E11tS, LLc one: (352)429-9429 ` (352)429-0304 ' Fax: (352)429-7429 . _ ._ ._r_ ____ _. Cover Sheet Order # JOB # 136DCS005 Printed: Fri, Oct 27 2017 wU rnrorrnauvn: Address: EOR Name and License Number., 'ustomerName: Creekside Lot 5 )R Norton 3143 Tidewater Cir 'ascription: City, State, Zip: EBB 1828-Cali "C' Fort Pierce, FL Loadin9 1nfnrM=fi&nnff Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 C1GE 20 EJ7 21 BJ5 22 BJ3 23 BJt 24 CJ7 �' Digitallys g0ed by Navel Man rex n u e I oN a us.o-Iae�T,MMDEASS el: AMa IMaNner, 0.9334219300300100.1.1 A01098000000140 W"bV' 4USFE9b0000111F w' 4 py■, 7" Oa 201110301127:49-04tlV q j y eL Adob A bat. versI= 3015A0630353 a O 04719 STATE F d0 Fj SERIAL.. 40 015A 38 FF 513 81130813 7F 48 00 99 2E 85 FB 7Mis Itam tine bacrt alarfnv3rralYy si;aad xm3:�alcC try Mxa:cl Martmc:, PE I€L. tic. twty) en thcdaie- iQw. aba",r tang a spx-i a Lthentinikk43:Ada. ?rmtad copal of dbs decunmtaroma[e,sari cred ;igwd and Wake zrd tIWS5-t l "enthaummde mudt ac vcriGrd an midedrank ca plot. FAe, C01Py Page 1 of 1 RANEY COMPONENTS Qney 19900 Independence Blvd. Groveland, FI 34736 onl ponents, cec one: (352)429-9429 " (352)429-0304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS005 Printed: Fri, Oct 27 2017 IUD 1111 UMId 11 UI1. Address: FOR Name and License Number. tomerName: Creekside Lot 5 Horton 3143 Tidewater Cir criplion: City, State, Zip: 3B 1828-Cali "C" Fort Pierce, FL oading Information RoorLoads: TC Live: TC Dead: BC Live: BC Dead: floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNo 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 BiGE 19 Cl GE 20 EJ7 21 BJ5 22 BJ3 23 BJ1 24 CJ7 u e l t%gRa@/tlgadpyA4 A U na # DN:Kus,o=wenrmaeA�s euvno: ReMefmGtive."u M-DEASSDOA-- +F$.N=MamxlAwtireL >x43341I9200300.100.1.iM0100118 � A� 77 74aF47000001I1F eL�Date:3E1]:t0,3011]h4881D0' Adopt Aoobat DC �mion:2015.00630.3 R 047102 FEE $`"lr�ffi ipEC 7017 =1' 40 015A 38 FF 5B 81 BO IBB 7f 4900 99 2E85 FB St. Lucie C011i1t1,', MU ltem3tz be aakztra:tsi..aS.js3gned zadualad byOR:�uc7 Martins, PE €a. uc.t.4i.=.i an tha fain stem ab" Ting a smx-t FL a�.�dserGca�ia aaxiD., + 1 r's�4Dd ecpbs�tl'+s dtxvrxat ata e�atursi8armd ri�eY3 ansi seaFad mdEhe kax�Rheeititaaicasso,.srl-u^.: D��crilai;'a•a*dactrmrils C®PY File Page 1 of 1 Job Number: 136DCS005 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali Truss Label: Al T10" Ply: 1 SEQN: 635448 / T10 / Qty: 11 FROM: AH Wgt: 2212 Ibs W47 19'10" 25'3"9 3110" 6'6"8 5'5"9 5'5"9 6'6"7 E=5X6 DRW: / ... 10/27/17 39W Tl0" y3X4 3X4 12 6 M (a) '-5X6 G b 05X6C I (a) (a) � =4X6(A2) B I H=-4X6(A2) A I IXX=X1Q2X4 =36 =3X4 =38 =3X4 36 1112X4 TB"12 1 4'3"4 2'D"1 5'9"1 5'9"1 2'0„1 �a 4'3"4 T8"12 F1 + T8"12 112' + + + 14'0"1 19'10" 25'7"1 2T8" 31'11"4 39'8" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 / 709 1961 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.9 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It 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 I Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 E-F 1108 -1898 Lumber B - C 1442 -2960 F - G 1263 -2429 C - D 1263 -2429 G - H 1442 -2961 Value Set: 13B (Effective 6J1l2013) D - E 1108 -1898 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - P 2568 -1122 M - L 2081 - 814 P-O Z%5 -1122 L-K Z%6 -1128 Bracing O - N 2565 -1122 K - J 2566 -1128 (a) Continuous lateral restraint equally spaced on7 Or 1x4 "T" 80% length Y�� - "�* N - M 2081 -788 J - H 2568 -1128 member. reinforcement. of �'� web member. Same species & SRB grade or better, attached with 8d Box or Gun ��?a Maximum Web Forces Per Ply (Ibs) (0.113"x2.5",min.)nails @ 6" oo. a9x- No 047102 Webs Tens.Comp. Webs Tens. Comp. P - C 286 -13 M - F 468 -734 Tra Scabs y () C - N 387 -554 F - L 484 -204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach e N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails @ 8" oc, plus D - M 468 - 733 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st E - M 1338 -714 panel point. (0). ev A Loading Truss passed check for 20 psf additional bottom¢ chord live load in areas with 42"-high x 24"-wide , • , clearance. Wind � -- �`'� : +40 015A88 FF 5B 81 B0 B0 7F48 00 99.2E 85 FB Member design based on both MWFRS and C&C. IMIternt141'bi eIaar ty ada-aI1,.f traartim", ?.(m.uc.esris2!aret:imzfa:cstavesalkt y.iagas3ix=i au33ten�cn3rvzsw�a. y�•�r .• 1 , , � .- tad xaptametstvs da_cx" .:am not Cr iwq 24a;d and salad ,,.'ard thc.�aL:.z-;nt3eentkaSx�"aceda•na~Y Sin waif dus a�rc3ectrortH ' • •rs�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 Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I as applicable. Apply plates to each face of truss' and position as shown above and on the Joint- Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponeI Gloup Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of, professional engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is, the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. d c Job Number: 136DCS005 Ply: 1 SEQN: 635452 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: AlA Wgt 254.8 Ibs .. / ... 10/27/17 7'10" 14'4"7 19'10" } 22'6"4 } 26'8" 3130" } 39'8" 7'10" 6'6"8 55"9 2'8"4 4'1"12 5'2" 7'10" Em6X12 164 m3X6 =3X4 =6X8 116(4 1112X4 M5X10 7'8"12 4'3"4 2'0"1 5'9"1 2'10" 4' 50"1 7'11"15 1� 7'8"12 12 1401 1910" 22'8" 26'8" 31.8"1 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph 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 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. 0 6(A2) Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 B 1557 1708 /960 1- / 445 18.0 Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 1 1557 / 707 / 959 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS HORZ(TL): 0.286 K B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.549 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.972 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. I WAVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1417 -2556 B - C 1439 - 2761 G - H 1753 - 3390 C - D 1261 -2220 H -1 1434 -2754 D - E 1106 -1732 1- J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - S 2390 -1119 P - O 20 -9 {y� S - R 2387 -1119 N - L 2965 -1289 ��saraa �i� R-Q 2387-1119 M-K 26 -12 .�+ x-a o? Q - P 1897 -788 K -1 2382 -1121 No Win Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 C - Q 384 - 563 N - G 578 -1048 ' Q - D D-P 458 -199 471 G - L L-M 869 -407 71 cSTAX ` 4 -681 -3 E - P 59 - 531 L - K 2552 -1200 a s x a E- N P - N 2267 -1099 1880 -659 L- H K - H 634 -187 466 -869 _,a N-O 18 -1 40015A38FF5581B08B7€4800992E85 F8 *Altemrius8s� ek s:A¢¢a'wdwaled tryPrSwxzAMarther, :-£(A.ui:.Gia104 err thzdVc down abaft Was aSKF, E as�ih ¢rtkat�s rxY:(¢. iatsd cerfx effxvts entera8dzar i Nqa aria 1 salad a lthe.9+.44au3taerGoNus code nut km wdfW caa gdectrarsk savlas. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ouire extreme care in fabricatina. handlina. shiooina. installina and bracing. Refer to and follow the latest e a ngla ce ling Locations snown Tor permanent lateral restraint oT weos snau nave oracing lnstaiiea per tit ;cable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless )s l60A-Z for standard plate positions. a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this dra conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on thi this drawing indicates acceptance of professional engineering responsibility solely for the des ce of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 inin....nenn "m N.i" inh'� nenerel nnfx none enA lheen weh "kec- AI RIME- ,uunu Min f n CR0A- -- Of of failure to build the g or cover page in. The suitability Job Number: 136DCS005 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A2 Ply: 1 Qty: 1 Wgt: 246.4 Ibs SEQN: 635461 / T9 f HIPS FROM: AH DRW: / ... 10/27/17 14211 5 059 398" i T10" 64"11 I +++310 6141"7'10" + T10" m5X8=5X6 E F 1112X4 D G 1112X4 12 6 p (a) (a)>-'�6p5X6C 0 s4X6(A2) B A I 1�4X6(A2) J 32 Q I P O N M L K 1112X4 =3X6 =4X10 =4X10 =4X10 =3X6 1112X4 �1' 143"4 1 25'75 2'2"81 4'344 7'8"1221 910° 5 7T122 IT 42 Y5575 27'11 1 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell LJ# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 G 999 240 B .1557 1710 1963 / - / 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 G 999 180 1 1557 / 710 / 964 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 K . - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.145 K B Min Big Width Req = 1.8 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bldg Co Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 6.0 sf 9 de: FBC 2014 RES Max TC CSI: 0.599 9 g P TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: tU2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648 Loc. from endwall: not in 9.00 ItFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1428 -2193 Lumber B - C 1469 -2762 G - H 1287 -2212 Value Set: 13B (Effective 6/1/2013) C - D 1286 -2212 H - I 1470 -2762 D-E 1428 -2193 I-J 27 0 Top chord 2x4 SP #1 E - F 1087 -1539 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) Comp - approved 1/30/2013 by ALSO Chords Tens.s.Comp. Chords Tens. Comp_ B - Q 2391 -1147 N - M 1534 -596 Bracing Q - P 2388 -1146 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on �� - , ` P - O 2388 -1146 L - K 2388 -1162 member. Or 1x4 "T" reinforcement. 80% length ofx O - N 1534 - 584 K - I 2391 -1162 web member. Same species & SRB grade or better, E N N attached with 8d Box or Gun (0.113"x2.5",min.)n&s ,v + " oc. + + Maximum Web Forces Per Ply (Ibs) 6 @ , 7 - Webs Tens.Comp_ Webs Tens. Comp. Tray Scab(s) e Q - C 290 13 N - F 338 -255 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach, R C - O 386 - 570 F - M 817 -562 scab to face of chord with: Nails @ B" oc, plus I * D - O 315 -317 M - G 315 -317 additional nail clusters at: BRG.: (0), heel: (0), 1st S O - E 817 -562 M - H 386 - 570 panel point: (0).01 # E - N 338 - 256 H - K 290 -15 Wind Imo, Member design based on both MWFRS and C&C.- 40 015A 38 FF 5B 81 Bt7SB 7F48 00 99 2E85 FB 3h'kltarnrrast�s�smlmtler ysilmcdzldaaalddhyrfts Mardmoz, kE(rt.. tic, 1:47rfl21" the dvn sham ab hisasirsa t mtrtsa.c�ss sn:Ha. �xt�etcd cr 6xs¢tth3sd« �mra mot auw& dgnmimiamalad arad ttvm w� » auYYaentta9vtxrsce�9e mr:st 6a +9f�d car aaydcctrmrs� saa�las. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, by TPI an � SBCA) for salPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl 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. j2efer 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 professions engineering responsibility solely for the design shown. The suitabrirty and use of this d►awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I Job Number: 136DCS006 Ply: 1 SEQN: 635457 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A3 Wgt: 235.2 Ibs .. / ... 10/27l17 T10" T10" 14713 18'01 21'7"15 255"3 6'4"13 3'9"4 3'7"14 374 =5X6 31'10" 39'8" 6'4"13 T10" 1112X4 m3X6 m47X10 =410 m4X10 m3X6 0120 F1' 1"2"13 4'3"3 2'2"13 5'7"3 5'7"3 2'2"13 4'3"3 7'8"13 1 TS"13 12' 14'2"1 19'10" 25'A 2T8" 31'11"3 39'8" Loading Criteria (pso 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "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 Udefi U# Loc R i U / Rw 1 Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.150 D 999 240 B 1561 1711 / 965 1- 1408 / 8.0 Lu: NA Cs: NA VERT(TL): 0.347 D 999 180 1 1561 1711 /965 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.147 K B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 1 Min Big Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.977FT/R 10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate ype(s Plate Type(s}: Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1461 -2183 B - C 1502 -2771 G - H 1318 -2215 _ C - D 1318 - 2215 H -1 1502 - 2771 D-E 1461 -2183 I-J 27 0 E-F 1144 -1617 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2399 -1176 N - M 1606 -679 Q - P 2396 -1176 M - L 2396 -1203 P - O 2396 -1176 L - K 2396 -1203 O - N 1606 - 659 K -1 2399 -1203 " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. vi Q - C 290 -13 N - F 299 - 216 a C - O 389 - 579 F - M 766 - 533 STATE D - O O E 300 - 288 766 533 M - G M H 300 389 -288 579 - E - N - 300 - 216 - H - K 290 - -15 40015A38FF5881BOSB7F4800992E95FB THs ftam has bccn electmnPw?/ red'ae4 amfad by i as lMarches 'PE (FL. Lk.."7.IHII ontht da82rhoainabcra v^.3ag a5NAd. a�ier,Gcazaxsrmda, Tsmtrd cu��zsxrtf�s docrrrraara not a�nxi�vrad n'gnaxiand zealad a d2fvx.WWI U wAfLzd mavw da iork c00M **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety. Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Cc3ld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, . ADDTV Dlates to each face of truss and Dosition as shown above and on theJoin Details. unless noted otherwise. kefer to a division of rf NI 1, or for h acceptance any structure failure to build the g or cover page m. The suitability IFor more information see this fob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.om: SSCA www.sbcindustry.com; IM www.iccsafe.org I Job Number: Truss 1828-Cali4"C" /DR Horton /4EBB 1828-Cali "C Ply- I yy9t 1238.01bs I FROM: AH 59 / T8 !HIPS I DRW./ 10/27/17 0" I 14212 i 17' 310" 39'8" 6'4"12 2947T110" 528259 412 "4"4 T70" =5X6 E=6 6 F 1112X4 D G 1112X4 12 6 '45X6 cgo5X6C i ro H 4X6(A2) B I �4X6(A2) A J Q P O N M L K 1112X4 =3X6 =4X10 =3X4 =4X10 =3X6 1112X4 1' 7'8"13 4'3"3 2'2"12 57"4 57"4 2'2"12 4'3"3 7'8"13 1' 7'813 I 12' 14'2"1 19'10° 25'5"4 2T8° 31'11°3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.148 D 999 240 B 1561 1712 / 965 ! - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 1965 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.149 K - - (T )� B Min B Width Re 1.8 � q = NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC'CSI: 0.593 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft I Rep Factors Used: Yes Max Web CSI: 0.759 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 I Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 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 611/2013) D - E 1466 -2162 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC B - Q 2400 -1195 N - M 1684 -748 Wind MA Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C. r�s� ' P - O 2397 -1195 L - K 2397 -1224 vv O - N 1684 - 724 K -1 2400 -1225 e '0 047182 No Maximum Web Forces Per Ply (Ibs) WA Webs Tens.Comp. Webs Tens. Comp. Q-C 289 -12 N-F 280 -194 ZAT C - O 392 - 582 F - M 698 -494 S TAT OF D - O 274 - 241 M - G O E 698 M H 274 -241 392 5B2 - -494 - - ° E - N 281 -195 H - K 289 -15 40 015A38IFF 5B 81,60BB 7F48 00 99 2E85 F8 We lt¢rshsa9zrstekcia s. sa ysl ttadzovlwafafl by FA2 m1 Martiac% .�E (cL. ttt.�tiiH2) ¢n2'�c �14e sitawa a9ass g a 536it i arFd'iaastlsat�at sarfe. i'�mt¢d enptts�f sfus sioets.acr2 aam a�atrrxnxii�sad ��ne'a# anff saalort and tha_-'sO>z--i mtcrtionrcde Mont ha—AfbdM awirdattmrsi CtviaL **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'*IMPORTANT** FURNISH THISI DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top; chard shall have properly attached structure) sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Appty plates to each face of tru and position as shown'above and on the JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions$OG Alpine, a division of ITW Buildin��LLCorn nenrip Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIffPI 1, or fornng shipping, installation and bracing of trvsses.A seal on this drawing or cover page_.listing this drawing indicates acceptancfrofssion. engineeringresponsibility solely for the design shown. The suitability and use of thisthawingfor any structure ise responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS005 Ply: 1 SEQN: 6354731 T15 / COMN 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty-. 1 FROM: AH DRW: Truss Label: A5 Wgt 240.8 Ibs / ... 10/27/17 7'10" 14'2"12 16'0" 19'10" 23'7"15 i 25'5"4 31'10" 39W { r T10" + 6'4"12 +1'9"5' 3'9"15 + 3'9"15 1'9"5i 6'4"12 Tl0" M It as 33 =3X4 m5X6 112X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 1' 7'8"12 4'3"4 2'2"12 5'7"4 5'7"4 2'212 4'3"4 T8"12 1' T8"12 12' 142"1 19'10" 25'5"4 27'8" 3111"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL): 0.150 F 999 240 Lu: NA Cs: NA VERT(TL): 0.346 F 999 180 Snow Duration: NA HORZ(LL): 0.065 L - - HORZ(TL): 0.150 L - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.593 TPI Std: 2007 Max BC CSI: 0.555 Rep Factors Used: Yes Max Web CSI: 0.664 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 1557 / 713 /964 1- 1367 18.0 J 1557 / 713 / 964 /- / - 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B &J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 F- G 1265 -1826 B - C 1530 - 2763 G - H 1495 - 2163 C - D 1351 - 2210 H -1 1351 - 2210 D - E 1495 - 2163 I - J 1529 - 2763 E- F 1265 -1826 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2392 -1212 O - N 1747 - 801 R - Q 2389 -1212 N - M 2389 -1242 Q - P 2389 -1212 M - L 2389 -1242 P - O 1747 - 775 L - J 2392 -1242 " N Maximum Web Forces Per PI Ibs y � e Webs Tens.Comp. Webs Tens. Comp. R-C 289 -12 O-G 277 -181 AT C - P 390 - 576 G - N 690 - 521 S aft D-P P-E 312 -253 690 N-H N-1 312 390 -253 -576 -521 �*' E - O 277 -181 1- L 289 -14 �"ca a? deg Wxy F-O 201 -219 40 01 5A 38 FF 50 8180 BB 7F48 00 99 2E85 FB 3ls41tarnhas baas aladmn's pstpad and: salad by Rs argil Martina:, ffY£ (n. ttc-C471921 M the data starwn AQVI using 5irAAI aastA CSI�aAPCHS czxJa, lmdc a drihssii�A;vanot azw&aadsfg 2ngsaa1ad Brad ifw---i l must UWdf&d Majd"trank cwias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI an9'SBCA) o'r safety practices prior to performing these functions. Installers shall provide temporaryv BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. ADDIv slates to each face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. kefer to a division of iPi 1;ortor n acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS005 Ply: 1- SEQN: 6354711 T7 / HIPS 4EBB 1828-Cali "C"/DR Horton MEBB 1828-Cali "C Qty: 1 FROM: AH DRW: Truss Label: A6 I I Wgt: 240.8 Ibs .. / ... 10/27117 7'10"14 7'10"14 B 14712 F1 19'10" } 24'8" 25'4 31'9"2 39'8" 6'3"13 9" 4'10" 4'10° ii9" 6'3"14 7'10"14 =3X4 =5X6 p E=5X6 F G y 1112X4 .. a 1112X4 192X4 =3QX6 = X8 = XB = X8 = X6 1112X4 �K6(A2) 1 474 1 27"1 574 i '2"12 4'4 7'8"12 31 1. 5744 25' 1421 19,10" 5 11239W Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Aw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 / 714 1962 / - 1346 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 714 / 962 / - /- 18.0 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 HORZ(TL): 0.152 L - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15-00 ft Code / Misc Criteria Creep Factor. 1.5 P J Min Brg Width Req = 1.8 Soffit: 2A0 TCDL: 5.0 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES 9 Max TC CSI: 0.594 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ItFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 I Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1333 -1956 Lumber B - C 1550 -2771 G - H 1517 -2155 C - D 1366 -2215 H - I 1366 -2215 Value Set: 13B (Effective 6/112013) D - E 1517 -2155 I -J 1550 -2771 Top chord 2x4 SP #1 E - F 1333 -1956 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values 9 Chords Tens.s.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2400 -1231 O - N 1835 -868 Wind0 A R - Q 2397 -1231 N - M 2397 -1260 Member design based on both MWFRS and C&C. + � Q - P 2397 -1231 M - L P - O 1835 - 838 L - J 2397 -1260 2400 -1260 No 7 Maximum Web Forces Per PI Ibs v (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 278 -172 4 TZ m C - P 393 - 580 G - N 649 - 543 " D - P 345 - 222 N - H P-E 649 N-I 345 -222 392 -543 -580 E - O 278 -172 I - L 289 -14 m $ x_ •. F-O 234 -269 40 015A 38 FF 58 81 BO 813 7F48-00 99.2E 85 FB rhta Ito mItosi of a eloarom sggskmad ara9 a"Iad by taarxA Marth",, Pt:(rt.tCc.ssirmfanc3tce%aae, iasan�eat'taxEuz,gasx&a avzds etstka.tis�a cr da, zrb trrdcnp�naf&ii does Amnatc—sl&ad4,wdand ,alod and tt�5:D 2auitsent3ca:v'ausadcm stim.�tuN7cdms doctrow- CYyii13., —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, handiir'9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBQA) to[ safety practices.pnor to performing these functions. Installers shall provide temposrrVy bracing per BCSI. Unless noted d1herwfse,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 pfates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. itefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. i Job Number: 136DCS006 Ply: 1 SEQN: 635475 / T25 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs / ... 10/27/17 14'0"1 19'10" } 25'715 31'10" 39'8" T10" 6'2"1 5'9"15 5'9"15 6'2"1 7'10" 05X8 1112X4 5X8 D E F 112X4 m3X6 =3X4 m3X8 =3X4 =3X6 11:5(4 1' T8"12 4'3"4 2'0"1 5'9"15 5'9"15 2'0"1 4'3"4 T8"12 1' F 7T12 12' 14'0" 19'10" 25'7"15 27'8" 31'11"4 3918" 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: tilt to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) 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 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 U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.158 E 999 240 B 1557 1715 1958 / - / 326 / 8.0 Lu: NA Cs: NA VERT(TL): 0.364 E 999 180 H 1557 / 715 1958 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS HORZ(TL): 0.152 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: 0.604 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.544 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.598 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1409 -2097 B - C 1568 - 2759 F - G 1385 - 2225 C - D 1385 -2225 G - H 1568 -2759 D- E 1409 - 2097 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1248 M - L 1915 - 939 I P - O 2386 -1248 L - K 2385 -1277 O - N 2386 -1248 K - J 2385 -1277 N - M 1915 - 909 J - H 2388 -1277 Maximum Web Forces Per Ply (Ibs) No 2 Webs Tens.Comp. Webs Tens. Comp. VA P - C 284 -13 M - F 297 -198 e . C - N 401 - 558 F - L 456 - 218 D - N 456 -218 L - G 401 -558 D - M 298 -198 G - J 284 -14 a, E - M 259 - 326 40 01 5A 38 FF 50 81 B0 BB 7F48 00 99 2E 85 FB ThU I t a rnh A % bten & L dwelmWvlped and=Iodby: =,fl tAmtLi F£ (FL, Ltc. G37t82(cn Cne txa3s zhaura a63•se9t'.daga SNhh•3 .. aiSttiaBit3�i2L4S�C. numdcW crxfis dmu=Ti am net csn-Jdaaad&Wadwy dsalad WO tlsc..stscnfdattmnk C=10s. —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, by TPI an r] 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 iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 'le. AD& Plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to a division of 11111 1, or for nandling snipping, inst acceptance of professiona7l eng any structure is the responsibility ral notes page and these web saes: ALPINE: irawing,any failure to build the this drawing or cover page lesign shown. The suitability 1 Sec.2. Job Number: 136DCS005 I Ply: 1 SEQN: 635469 / T6 ! HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A8 Wgt: 215.6 Ibs / ... 10/27/17 L 7'10"9 + 13' + 19'10° + 26'8" + 31'9"7 + 39W r 7'10"9 5'1"7 6'10" 6'10" 5'1"7 7'10"9 �5X8 m3X4 -_5X8 T D E F 12 I 6 03X4C I C' 3X4 M 0 f0 =4X6(A2)B I H�4X6(A2) A I 1 P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 473 1' 6'10" 6'10" V 4'3"3 T8"13 1� 7'8"13 12' 13 19,10" 26'8" 2T " 31'11°3 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 g 1561 / 716 / 953 / - ! 306 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 1716 1953 ! - /- / 8.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.152 J - - B Min B Width Re 1.8 Des Ld: 37.00 Mean Height: 15.00 ft �) q g Code ! Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.6 NCBCLL: 10.00 P TCDL: 4. Soffit: 2.00 BCDL: 5.0 psf Bearings B & H are a rigid surface. psf Bldg Code: FBC'2014 RES Max TC CSI: 0.617 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: hi? to h TPI Std: 2007 Max BC CSI: 0.531 Spacing: 24.0 " C&C Dist a: 3.97 ft I Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not i 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.61 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 - 2299 G - H 1582 - 2760 Value Set: 13B (Effective 6/1/2013) D - E 1507 -2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P - O 2W5 -1259 L - K 2385 -12W Wind O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C. y �yw ar t I?. N - M 1992 -967 J - H 2388 -1288 wq, Maximum Web Forces Per Ply (Ibs) `r Webs Tens.Comp. Webs Tens. Comp. No 7 •. a P - C 258 -14 M - F 400 - 262 0. C - N 367 -494 F - L 447 -224 . D - N 447 -224 L - G 366 -494 D - M 400 - 262 G - J 258 -16 �STAT E OF�q, E - M 326 -409 a � SERIA L 40 015A38 FF 588180 BB 7F 48 00 99 2E 85 F8 xhuitemiasbeanatedre& /Aped' 9=10dbyMawmarttnc:, ttc.C&r8E2(an L%��Catsshawit 5tsvffi r�viga SFif 3 sr�itmmt§cat¢rs5e. ,^meted e��s�ict�s d�eswxrSaacatatecxu%ratd z4oai.�ad s�almsd xA�et.cS?§Rar.�eni`Sat�ne�arusst Am acr3f:�+An uspx2s_tmrsk . �!es. **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 .,omponent Safety Information, by TPI an c7 SBGA) for safety practices prior to performing these functions. Installers shall provide temporary )racing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or B10,. as applicable. Apply places to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to irawings 160A-Z for standard plate positions. 41p!ne, a division of ITW Buildingp�ComponentslGroup ,shail not be responsible for any deviation from this drawing,any failure to build the toss in conformance with ANSIlfPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ fisting this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure) is the responsibility of the building Designer per ANSIITPI 1 Sec.2. :or more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com• TPI: www. 1nst.o ; SSCA www.sbdndu .coin; ]CC: www.iccsafe.or I 4 Job Number: 136DCS005 Ply: 1 SEQN: 704039 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss label: A9 Wgt 204.4 Ibs .. / ... 10/27/17 " + 15 97 I 39'8"905 "8"9 19- 7'11009 42T- 9 417'10"9 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 05X8 1112X4 Z�i5X8 D E F 1112X4 m3X4 m3X6 e3X8 m3X6 =3X4 1112X4 7'8"13 t 4'3"4 + 1'11"1� 5'10" + 6 0" + 1'11"1t5 4'3"4 + 7-8"13 j1� 7'813 12'0"1 14' 19'10" 25'B" 27'7"1 31'11"3 39'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.178 E 999 240 VERT(TL): 0.411 E 999 180 HORZ(LL): 0.066 J - - HORZ(TL): 0,152 J - - Creep Factor: 1.5 Max TC CSI: 0.656 Max BC CSI: 0.654 Max Web CSI: 0.604 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1560 / 717 / 947 ! - 1285 / 8.0 H 1560 / 717 / 947 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Big Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 E- F 1620 - 2488 B - C 1596 -2754 F - G 1495 -2370 C - D 1495 -2370 G - H 1596 -2754 D - E 1620 - 2488 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2381 -1269 M - L 2069 -057 P - O 2379 -1269 L - K 2069 -11Z O - N 2069 -1027 K - J 2379 -1299 N - M 2069 -1027 J - H 2381 -1299 �e* $ Maximum Web Forces Per Ply (Ibs) No 047102. Webs Tens.Comp.Webs Tens. Comp. P e e e P - C 228 -16 M - F 528 - 335 C - O 333 -425 F - K 443 -230 v jt O- D 443 -230 K- G 332 -425 � S D - M E-M - 380 -478 G - J 228 -17 aese t 40015A39FF5B81BO887F4800992E95 FB ?i is dkarnAssRsxanckrdzun .psS aad atJ waled by LUmel Mani"¢, ?E K. Lie. 0 7IR21 adaw xtwwrz Abowe utk's a SK4$1 asttSierttsaat wdu Fib tzd crfdsatfi�& drxcsMxAwo0ot etasnx&ZOd S4d=d=6d 2Mkisss4A- aeahensicr4assmwdammtbondfkdcaramydseirarsh_ a'rA . "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) fog safety practices prior to performing these functions. Installers shall provide temporaryY bracing f�er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuiMin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suiMbdity and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS005 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali Truss Label: A10 7*10"8 7'10"8 12 6 F,- 03X45 Ply: 1 SEQN: 635467 / T5 / HIPS City: 1 FROM: AH DRW. Wgt:212.8lbs / ... 10/27/17 1' 1611"4 21' 227" 28'8" 31'9"8 39'8" 1"8 5'11"4 4'0"12 1'7" 6'1" 3'1"8 7'10"8 --5X8 1112X4 =3X6=3X4 a5X8 D E F G H 3X4 sA2)l/ u I nil IY/ I �/ u \\-4Y S R Q m 3X6 P O N M L X4 =X4= 10233X8 =3X4 =3X6=3X4 1112X4 1' 7'8"12 3'3"4 4'11"4 5'11"4 4'9"8 1' 7'8"12 1' 7 B"12 111' 1 16'11"4 22'10"8 27'8" 28' " 334 39'8" 12 3~ 1 Loading Criteria (psQ 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): 0.187 E 999 240 B 1561 / 718 / 940 / - 1264 16.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 1718 / 940 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. g Load Duration: 1.25 h/ MWFRS Parallel Dist: 2 to h TPI Sid: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It I Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1686 -2613 Lumber B = C 1613 -2757 G - H 1678 -26M C - D 1551 -2432 H - 1 1551 -2432 Value Set: 13B (Effective 6/1I2013) D - E 1686 -2613 I - J 1612 -2757 Top chord 2x4 SP #1 E - F 1686 -2613 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 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO B - S 2384 -1284 O - N 2125 -1106 Wind S - R 2382 -1284 N - M 2125 -1106 Member design based on both MWFRS and C&C. R - Ci 2125 -1076 M - L 2381 -1313 �ss Q - P 2125 -1076 L - J 2384 -1313 * P - O 2617 -1375 *� A W Maximum Web Forces Per Ply (Ibs) ,ft Webs Tens.Comp. Webs Tens. Comp. ft S - C 229 -19 G - O 279 -334 w SATE Of C- R 330 -408 O- H D-R 398 H-M 657 -405 395 e -257 D P 668 M -256 329 407 "�+,' - - 414 -1 P-G 112 -109 I-L - 231 -20 O *-a a� E - P 274 -330 40 01 SA38 FF 58 81B0 BB 7F48 GO 992E85 FB Tuts w0waladtry Mtwm Martinet, FE(FL. Lic.947F321 as 00 data dhaaaa WMM Aga SK4- . axz�an>acamrascoda. ?atJtedc eas�rrhis tl•x•�,•,.�+ aiaec & ed rgasa znd=106 axsd ti:a Sz.L 1av4hentaca9 sss az�i¢mr�r bamrsifzd maayda twrk sprat. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS' DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlingA shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherMse,top; chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions.) Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI lI PI 1, or for handlin,, shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance; of pro essiona engmeen 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. 4 Job Number: 136DCS005 Ply: 1 SEQN: 635478 / T22 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al Wgt 222.6 Ibs .. / ... 10/27/17 3I'_'� T10"8 10'0"1 16'414 20'0"1 22'4"7 28'4"1 39'8" 77108 2'1"9 8'4"13 373 2'4"7 5'11"9 5 7'10"7 m6X6 =3X4 =3X6 It2X4 T D E F G m-5x6lt I=5X6 T 12 6 003X4C J33X4 m � 90 Q 11 m4X6(A2)B Km4 AIs T S R Q P O N M 1112X4 =3X4 =3X6 =3X4 =3X8 m3X6m4X10 1112X4 �1' 7'8"12 2'3"5 4'1"6 1171 53"9 1'4" 7'8"11 1� 7'8"12 10'0"1 1111 16'1"8 22'4"7 27'8" 29' 2115 398" 12 y 331'11"5� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 716 / 930 / - 1257 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 / 933 ! - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.8 P NCBCLL:10.00 TCDL:4.2 sf Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. P Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.821 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per (Ibs) Tens. GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 D G - H 1843 -2891 Lumber B - C 1631 -2759 H - I 1567 -2353 C - D 1620 - 2509 I - J 1584 - 2459 Value Set: 13B (Effective 6/1/2013) D - E 1805 -2825 J -K 1628 -2755 Top chord 2x4 SP #1 E - F 1843 -2891 K - L 27 0 Bot chord 2x4 SP #1 F - G 1843 -2891 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chards Tens. Comp. Wind 'q B - T 2386 -1304 P - O 2360 -1269 Member design based on both MWFRS and C&C. T - S 2383 -1304 O - N 2360 -1269 Ica S - R 2201 -1143 N - M 2380 -1327 R - Q 2201 -1143 M - K 2382 -1327 Q - P 2847 -1528 No 047i'82, s e Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 40 T-C 215 -22 G-P 286 -354 "10 C - S 331 -375 P - H 695 -421 'ems D - S 400 - 289 H - N 1083 -1549 a D - Q 809 -492 I - N 1928 -1294 � 2 A3A � ..� EQ-P 138 -99 J-M 217 -21 40015A38FF5B81B0BB7F4800992E85FB 3*i'k IternRasLaean akttna3€ca:�jz�ncd mt9scatadhy FAarvai9 tAarttna$ ?f (ri.. t[c. C+fiE921 an4�c dasa ahawa aE�sm acing a 5}lA"i ac♦fiatri#cat�la, F atad Ce Pwx artfk drrex a not caa:aidwsd vIfwd and sealed. nee tf4 SnA-k as4banCgt t da mwt t;e ved1 d rxtatrpdettrank mains. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) f-or 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 6id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insfalled per BCSI sections 63, B7 or B10, e. Appiy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions_ a division of TPI 1; or for n acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS005 I Ply: 1 1 SEQN: 635465 / T4 I HIPS 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "Cry Qty: 1 FROM: AH DRW: Truss Label: Al2 I Wgt: 211.4 Ibs .. / ... 10/27/17 7'8"12 i 9' I 14'3"11 19' 7'8"12 1'3" 1 5'3"11 4'8" =3X4 =-3X61112X4 E F G 25'4"5 r 30'8" 31'1)"4 5'6"5 5'3"11 1174 3X4 ===5X6 H I 39W T8"12 6 III T J 102X4 T 0 4X6(A2) B Km4X6(A2) 3S A L f/I I S R Q P O N M I IV 1 3X4 m3X6 m3X4 =3X8 =3X4 =3X6 =3X4 ' 1' 7'10"8 4-1"8 F 7'10"8 I 2-0"3 59"3 2'4118 7'10"8 12' 14'0" 1993 1' 10271983 73 39'8° b, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 / 921 / - 1223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 1720 1921 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 tt Code / Misc Criteria Creep. K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Factor1.5 B & K are a ea Brin s rigid surface. Soffit: 2.00. BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 9 9 Bearings B & K require a seat plate. Load Duration: 125 MWFRS Parallel Dist: h/Z to h TPI Std: 2007 Max BC CSI: 0.560 Spacing: 24.0 " C&C Dist a: 3.97It I Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not i' too 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 I WAVE NEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H - I 1873 -2960 C-D 1811 -2719 I-J 1810 -2719 Value Set: 13B (Effective 611/2013) D - E 1873 -2950 J - K 1644 -2767 Top chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Bot chord 2x4 SP #1 F - G 2029 -3246 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - S 2395 -1311 P - O 2993 -1625 Member design based on both MWFRS and C&C. ��MAffS - R 2260 -1186 O - N 2260 -1216 ate, are R - Q 2260 -1166 N - M 2260 -1216 „ Q - P 2993 -1614 M - K 2395 -1340 No 710 +. Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. C - S 405 - 328 P - H 329 -187 S - D 489 - 426 H - O 378 - 520 STATE �D - Q 944 -562 0-1 944 -562 .4 Aso Q - E 378 - 520 I - M 489 -426 ( E-P 329 -187 M-J 404 -328 G - P 228 -3D3 40 015A 38 If 55 8180 85 7F49 00 99 2ESS B Tlsir=afadbyURmucikiirtkw-, Kim. t%. o4nial M t'aadase'shown abo m using a sgrA'L a�srSGcatLaszx�a. i'xvatmde iazd5rissdats�cr+ antiactit cunitim'dd i4pmddsmaiad assd ihes�.�3av<t2ccntkaEie�sza9¢m�C�aurr3P;'r_dras aaydectrvnk ca�fns. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS bRAWING 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 Componetif Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with 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 Hof profession I engmeen 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. Job Number: 136DCS005 Ply: 1 SEQN: 635480 / T24 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A13 Wgt 203.0 Ibs / ... 10/27/17 810"1 + 14'4"11 + 18'0"1 r 20'4"1 26'4"1 +� �_ 8'0"1 6'4"10 3'7"6 2'4' 6' 2'7"15 2'9"9 7'10"7 Hm5X6 n4X4 !�3X6 T12 D E F G 1 Q3X4 sh T 6 — c° co LD it v 1=3X6(A1) B 32 J e3 A R Q S O N M L 73'4" m3X6 m4X4 m4X10 �3X�3X8 20'8" 1' e'1"13 3'10"3 2'1"3 6'2"14 7'3"15 1'4" 7'8"11 1' F 8'1"13 12' 14'1" 20'4"1 27'8" 29' 2115 39'8" 3F 1'11"5� Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 tt Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.053 G 999 240 B 517 / 210 1343 1- / 257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.128 G. 999 180 S` 318 1142 1 157 / - ! - 168.0 Snow Duration: NA HORZ(LL): 0.017 R - - J 900 / 417 / 608 ! - / - / 8.0 HORZ(TL): 0.042 R - - 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: 0.621 S Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.491 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0-869 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: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 454 -526 B - C 172 -454 G - H 758 -1004 C - D 607 - 222 H - 1 774 -1029 D - E 454 - 525 I - J 831 -1336 E- F 454 - 525 J- K 27 0 It Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 4% �• e� B - R R - Q 318 - 232 328 -233 O - N N - M 1069 1069 - 590 590 ' ,�, `-e Q - P 328 - 233 M - L 1117 - 617 P-0 778 L-J 1119 40 o'0471.02, -1087 -617 � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o C - R C P 330 -60 507 862 O - G G M 470 404 -656 - 388 rQJ - - - P - D D-O 725 -1096 1282 -713 M -1 H-M 367 817 -445 -601 F-O 270 -349 1-L 193 -24 40 01 5A 38 FF 56 81 BO BB 7F49 00 99 2E85 FB *,Is Item Raakxcssek ;s nad.a,& laalad by Uamm Martino, ££(a. Lk. 04IIE21 ncrmedate thaws ab mBringa sNA"l at:=t1s¢nt4caticr c�.da. wbted eepiaxcithts ti�ex .t we not cunsieued dpvfsnd=Ind and tls¢5-: ?. anFientca calla nsa.:tDvrexifaedmaa�gsalmrA- ssdlm "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handling� shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'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 id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawin any failure to build the on this drawing or cover pa e ie design shown. The suitability rPl 1 Sec.2. Job Number: 4EBTrusB LabelCA14GC[DR Horton (4EBB 1828-Cali "C i I Qty: 1 2.2 Ibs I FROM: AH 463 (T12 (HIPS I DRW % 10/27/17 I Wgt: T 1=4X1 � T I � 11'6"4 1T a9'10" 110f 22'8" + 28'1"12 32'8" + 39 8" 2' 2'10" 5'5"12 4'6"4 7' I =6X8 Ifl2X4 =5X6=4X6 1112X4 TC3 m6X6 12 C—ova D TC2 E F G H —evol J ppw" rpRIM i AM i h k' iks i F4 &r\,l VA ih'�b - -A M, 'Lis., i i �h� - T 1114X4 11'4" 1' 66'4"4 161 6'10"4 Q P O NM =8X12 =8X12 =5X6 1114X4 4X12(B3) �L 28'4" 4" " 2 5' 5'8" 5' " 2 4'4" 6'4"4 6" 2'4 1 1T 22'8" 25 8' "12 32'9"12 39'2' 98", 11 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): 0.144 1 999 240 B -116 / 116 / 30 / - ! - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 12025 / - / - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 1860 / - I - 1- 18.0 EXP: C HORZ�) L 0.052 M - - Wind reactions based on MWFRS Des Ld: 37_DD Mean Height: 15.00 ft B Min B Width Re 1.3 NCBCLL: 0.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor: 1.5 r9 q P Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 P K Min Brg Width Req = 1,9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSt: 0.525 Re Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are i rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft P Bearings B, S, & K require a seat plate. Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 -20 G - H 1427 -3199 Value Set: 13B (Effective 6/1/2013) B - C 1022 -493 H -1 1427 -3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 2586 -1160 I - J 1678 -3751 Bot chord 2x6 SP 91 D - E 459 -1040 J - K 1626 -3574 Webs 2x4 SP #3 :W4, W9 2x4 SP 41: E - F 459 -1040 K - L 27 -20 Lumber value set "l3B" uses design values F - G 459 -1040 approved 1/30/2013 by ALSC tjq Bracing Maximum Bot Chord Forces Per Ply (Ibs) MAa Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80%Pen length of r ` g -% B - T 396 - 657 P - O 3773 -1705 web member. Same species & SRB grade or better, �g.„ T - S 403 -884 O - N 3773 -1705 attached with 8d Box or Gun (0.113"x2.5",min.)nails S - R 1031 -2342 N - M 3112 -1400 @6"oc. R-Q 1031 -2342 M-K 3139 -1407 Tray Scab(s) I Q P 2229 -1022 (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab Maximum Web Forces Per Ply (Ibs) to face of chord with: Nails @ 8" oc, plus additional "" nail clusters at: BRG.: (0), heel: (0), 1st panel point: Webs Tens.Comp. Webs Tens. Comp. STATE OF e. (0)' T - C 636 -156 G - P 1513 -630 ° k Loading y C - S 976 - 2197 H - P 433 - 539 �� �' ���+, #1 hip supports 7-0-0 jacks with no webs.' * � S - D 1490 -2832 P - 1 326 -673 D - Q 3968 -1748 1- N 337 - 291 Wind ON Q-G 878 -1853 N-J 822 -356 Wind loads and reactions based on MWFRS. E - Q 395 -461 J - M 625 145 4001SA38FF5081BOBBW4800992E85 FB ih f#nmAastsem eke9xcnfCa.:+gs ned.=d=alcd byN 9Kftruncs, as12K. uc.Cizi82t on the d'aza sha vma ab em takng a ssx l hert =n=a e, ud 4opincftfih dmrsraara not crnshwds ruand salad aasd tFc ZauYdtantsa2ieas�r,�8e cnur�c-rsr3fsdmaz�e9actmr�:. cr�ias "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS i'DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinc], handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporary bracing er BCSI.. Unless noted o-therwise,top;chord shall have properly'attached structural sheathing and bottom chord shall have a properly attached id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq ins lied per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc.,sha11 not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance I of professrona7l engineering responsibility solely for the design shown. The suitability, and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS005 Ply: 1 SEQN: 704053 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty. 1 FROM: AH DRW: Truss Label: A15 Wgt 207.2 Ibs / ... 10/27/17 i_ T 11"15 13'9"12 + 17'11"15 �18'�8" 24'4"1 29' �_ T 398 T 1" 5 5'9"13 4'2"3 8" 5'8"1 4'7"15 2'9"9 7'10"7 I =5X6 21' 7'112 6'4"8 ' 2 4'8" 5'8"5 1'5'11 2'11'5 7'8"11 1� 7'1"12 136"4 18'8° 24'2"5 25'8 34 31'11"5 39'8" 29, i 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.053 N 999 240 B 533 1244 / 354 ! - / 277 /8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 S 686 1238 1349 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.018 T - - Q 1284 1594 / 615 1- I - / 8.0 EXP: C Des Ld: 37.00 HORZ L 0.033 M ) K 775 1364 / 532 / - ! - / 8.0 Mean Height: 15.00 ff g NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS _ TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.593 B Min Brg Width Req = 1.5 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: OA04 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.3 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.576 K Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 A - B 27 0 G - H 549 -491 Bot chord 2x4 SP #1 B - C 592 - 585 H -1 938 -738 Webs 2x4 SP #3 C - D 588 -446 I - J 1003 -739 Lumber value set "1313" uses design values D - E 246 -79 J - K 1108 -1072 approved 1/30/2013 by ALSC E - F 549 -491 K - L 27 0 F-G 549 -491 Bracing MA&+�1t (a) Continuous lateral restraint equally spaced onw Or %length #*1 Maximum Sot Chord Forces Per Ply (Ibs) member. 1 x4 T" r Pnforcement. 9 of web member. Same species & SRB grade or better, + & � Chords Tens.Comp. Chords Tens. Comp. attached with Bd Box or Gun (0.113"x2.5",min.)nails B -T 456 -393 P - O 680 -602 @ 6„ oc T - S 427 - 329 O - N 680 -602 ft * ° .� S-R 310 -233 N-M 881 -808 Tray Scab(s) e °+ R - Q 310 -233 M - K 884 -809 (1) 2x4x0-3-11 x SP #3 scab at right end. Attach to face Nails 8" Q - p 685 -602 scab of chord with: @ oc, plus 4- additional nail clusters at: BRG.: (0), heel: (0), 1st STATE Maximum Web Forces Per PI Ibs Y (Ibs) panel point: (0). � * ar,: '� V. Webs Tens.Comp. Webs Tens. Comp_ Member design based on both MWFRS and C&C. C - T 291 -110 Q - H T-D 215 -214 P-H 1510 -1381 216 -3 D - S 722 - 708 H - N 206 - 94 L S-E 203 -263 I-N 476 -557 40015A38FF5B81SoBB7F4900562E95Fa E- Q 494 -378 N- J 590 -475 G-Q 265 -321 J-M 266 -64 r%fr and scatodby mar4g50.9araw, n£(FL. Lk. r47M) M n't dada atwwn WGaM Wang a stwl aadfan�cat�tsasd°. p m9tYlE'7 cepkief6is dw"••.^= Im aw Staled .vsd tiwsxrII I ma a W 4edfiod mw it daatrark- cwL —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building r Component Safety Information, bV TPI andSBCA) safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ric]id ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, as applicable. Apply to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. {2efer to plates position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing this drawing truss in conformance with ANSI PI 1, or for handling shippingp, and of trusses.A seal on or cover pa e_ , listing this drawing indicates of engineering responsibility solely for the design shown. The suitability acceptance prot'essional and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this "ab's general notes pacle and these web sftes: ALPINE: www.al ineihv.com TPI; www.tpinst.org• SBCA: www.sbcindu .com; ]CC: www.icesafe.org IJob Number: CI 482 / T14 / GABL ECaliC"/DR Horton 4EBB 1828-Cali C Qty:1a9f�I DRW Truss Label:all6I Iy9218.4 Ibs P; 10/27/17 I 911"15 i-_' 13-9"2 37 39'891 i f F18+++29' 39"41 1084 3281 3'62 21997I + T107 13'4" i_(M� Le —SXB 12 CIX6 03X4K Mt3X4 T 6 T I ZZ5X10(SRS) =-3X4 D Al2X4 •• E F G H I J o 3X6(A1)B A AA AC ro Nm3X6(A1) O 3M ZI Y X V U T S R Q P 1 ==-3 4 =3X8 �3X4 a=4X10 =-3X4=3X6=3X8 13'8 5' 21' 1' II "5 3'8115 218"13 1 93 85121T1"12 Z11"15 321 62T1"12 10'1"11 1&4" 18'8" 29131 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. (**)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C & . Additional Notes See DWGS A16016ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Deft/CSl Criteria ♦ Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in [or, L/defi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 1- / 317 / 8.0 Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 1276 1342 / - / - / B.0 Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 / 590 /- 17 / 8.0 HORZ(TL): 0.030 P - - N 790 / 360 / 530 / - / - 18.0 Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.615 B Min Brg Width Req = 1.5 TPI Sid: 2007 Max BC CSI: 0.415 W Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5 N Min Brg Width Req 1.5 FT/RT:20(0)f10(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. Plate Type(s): Bearings B, W, U, & N require a seat plate. WAVE VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 H- I 680 -683 B - C 652 - 573 I - J 680 - 683 C - D 705 - 516 J - K 1006 - 863 D - E 393 - 297 K - L 989 - 739 E - F 389 - 293 L - M 986 - 766 F - G 680 - 694 M - N 1099 -1106 AN G- H 680 -683 N- O 27 0 �vaa ��x J -4 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. no 04718 B-Z 445 -399 U-T 581 508 Z-Y 386 -323 T-S 577 -510 Y - X 386 - 319 S - R 733 - 628 X - W 386 - 319 R - Q 733 -628 00 Ua W - V 464 -379 Q - P 911 -801 V - U 464 - 379 P - N 914 - 802 Maximum Web Forces Per Ply (Ibs) ad'p� Webs Tens.Comp. Webs Tens. Comp. C - Z 194 - 72 I - U 221 - 252 SERIALA Z - D 228 - 95 U - J D-Y 100 -8 T-J 1558 125 -1419 -2 I SA38 FF 50 8180 8117F48 00 99.2E 95 F8 D -AA 909 - 801 J - S 203 -163 3ldtltamA�aGecnclxcir 5ys3 nns3a�A=1adbytdaxv 1marmw, AA-W 935 -825 S-K 136 -14 eft..uc7ras1 rt daaest., abewwooasK&-b W - F 91 -175 K - Q 343 -191 atAam=timocdo F -AB 421 - 394 Q - M 638 - 496 iaemdea�arsaittdoerczr�amcssmireans�aahza�d AC -AD 421 -402 L-Q 565 -773 are tF:e .�.ss aentsas enc.�:le nss.:,t emar3f§cd cnasydvamiz AD-U 426 -403 M-P 279 -65 =ivl. —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 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 olhenvise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins sled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. l AI ine, a division of ITW Buildin�tL�Components Group !nc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIfrPI 1, or far handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance Hof pprofessrona 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 ANSIffP11 Sec.2. For more information see this iob's general rates oace antl these web sites: ALPINE: www.alDineiW.com: TPI: www.tDinst.orq: SBCA www.sbdndustrv.com; ]CC: www.iccsafe.orq Job Number: 136DCS006 Ply: 1 SEQN: 6354821 T14 / GABL 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 10/27/17 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 STATE 40 01 5A 38 FF508180SB7F4800992€85FB rlrar.,'9wceL,exaa ek }stead zmsaladtry 1—elMatty—, PE (a. 1ko..0471R31 (M Ct C datamlu6wa abaw VA8 a S;4&1 =khene=a Cnm:�*. ?sbtad t�8.�nlzf2s ¢ftgaa5sraara nat rarddsxcd si�sre'raaad sruk d xci6 the F1 av23¢nYxa9£exscdda kaasf tia rrif�.tn sc�*dectrn� caylnx, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, bVy TPI an7'SBCA) fo'r safety practices prior to performing these Functions. Installers shall provide temporarryy BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathingq and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, B7 or B10, e._ Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of any tis drawing,any failure to build the on this drawing or cover page m. _ design shown. The suitability Job Number: 136DCS005 Ply: 1 SEQN: 704009 / T2 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B1GE I I Wgt: 134.4 Ibs .. / ... 10/27/17 1018" h 214" 1018" 1018" P) 1®4X4 H J G K 12 F L b � E M -u°0, D N ro C O m2X4(A1)B I Pa2X4(A1) Thy A p I AE AD AC AB AA Z Y XWX4 W V U T S R 21,4" 1 T I 21'4" - 1' I 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R I 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 / 39 /- / 11 / 255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: li Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 R - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 125 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 CS 1: 0.098 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 -84 Value Set: 13B (Effective 6/1/2013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values g Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC f)) B -AE 175 -108 X - W 192 -107 Plating Notes All are 2X4 except as noted. A i *xo AE-AD 183 -110 AD -AC 185 -110 W - V V - U 191 189 -107 -106 plates U T 187 ,'svx AC -AB 188 -111 - -106 Wind; AB -AA 190 -112 T-S 185 -105 Member design based on both MWFRS and CBC. 'INN; allo 047M AA- Z 191 -112 S - R 183 104 I Z- Y 192 -113 R- P 175 -103 Additional Notes - Y - X 192 -107 See DWGS A16015ENC101014 8 GBLLETIN1014 for gable wind bracing and other requirements. Maximum Gable Forces Per Ply (Ibs) TATE' OF Gables Tens.Comp. Gables Tens. Camp. wa; - '. C -AE 174 -103 D 88 W - J V K 187 153 - 83 * -AD -65 E -AC 101 -74 - U - L 100 -73 -73 ' F-AB 100 -73 T-M 101 -74 y G -AA 153 -73 S - N 88 -65 H - Z 187 - 83 R - O 174 -103 At X -1 0 -162 40 01 bA 38 FF 58 81.80 613 7F+4S 00 99 2E 85 F5 Wt R9m1m %spy natccftwdmi d as42cafad by FjauW Mukinw, P& Vt. ££c.047£P21 on thmda2� IttQwn ubmw U_t10 s S WI rt.�i eritSca2urss 9e. Feawd crpis ddix daezx=2" not cxsW d 4vwda 4s lad mad** 1aAh.nt4ta's'=crA&n"-lbinmra9Wmuyd"tm k mrj2L ' "WARNING`* REAQAND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I. in conformance with ANSIrtPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro�ess£ona engineering responsibility solely for the design shown. The suitability and use of this 9'awing for any structure ,!s the responsibility of the Building Designer per ANSIITPI1 Sec.2. Job Number: 136DCS005 Ply: 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE I Wgt: 78.4 Ibs .. / ... 10/27/17 7' + 14' 7' T �-1'8" --{-- 1'4" —{ (TYP) G=4X4 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #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. 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): -0.001 F 999 240 L* 84 / 39 / 40 /- / 12 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.003 E - - B Min Big Width Req = - HORZ(TL): -0.003 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 1168 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.061 A- B 27 0 G - H 213 -26 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 WAVE VIEW Ver: 15.01.01.0402.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U - T 158 -48 P - O 155 51 �)) T-S 161 -49 S-R 164 -49 O-N N-L 150 144 -53 -55 3150 Maximum Gable Forces Per Ply (Ibs) No 04-7162 Gables Tens.Comp. Gables Tens. Comp. C - V 122 -56 Q - H 205 -83 D-U 115 75 P-1 159 -72 ' E-T 159 -72' O-J 115 -75 STATE bF F - S 205 - 83 G-R 13 N - K 122 - 56 r�tg -89 40 015A38 FF 5B 81 BD 86 7F 48 00 99 2E 85 F8 ThIg Item Brtibm eles%ed and stated by YAam-AMattmer, &`t: (rt. tie. WSrtt£,'.(�m the daS¢shsw�t atxism uasnga 5NA a authtedraTkasz�9a pliand ccipianelthit decsaatrrAmm not ctsad ¢d tdmdrmalmd =d ttax.�'r't. Z ara57enC"sa9ie'6n' cc�it mwl be vtAlect m aardectmnk corioL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bVy TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporarryY BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly )iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1D, 'le. Ai)X plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Wefer to a division of VSI/ l NI 1, or tor nan tes acceptance of for any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS005 I Ply: 1 SEQN: 7040141 T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 10/27/17 C 12 6 t'7 O to d' 2X4(A1) B T A 1, 1 7' � T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - ! 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 ! - /- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.021 D - C 171 / 133 191 1- 1- / 1.5 Des Ld: 37_DO EXP: C HORZ L 0.031 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min Brg Width Req = 1.5 2A0 TCDL: 5.0 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min Brg Width Req = - Load Duration: 1.25 Load MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B a rigid Spacing: 24.0 " P 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r seat p 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 1 VIEW Ver: 16.01.01.0402.20 Co 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 113012013 by ALSC Wind Member design based on both MWFRS and 0 40 015A 38 FF 558160 BB 7F48 00 99 2E 85 FS Thu Stan hasbem ekamaatraLyx%pda wd waled by rJtarm � tAartInez, PE (EL, uc.047wj on meatB:sic�swtta a g a 5N&-1 acthaWttrattaas a. r" tad cc Gzxrx3'ttds dzrz.s,.otara not crndfwad 11 darsd mind anal try rA«2aU1hC.t%MUa C-40 mesa ba arstifbi caramtrdecttamic caoiar. Chords Tens.Comp. Chords Tens. mp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING— READIAND FOLLOW ALL NOTES ON THIS DRAWING! - *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, haridlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. AIp!ne, a division of ITW Buildin�fLLComponents 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 engineeringg responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this mob's eneral notes a and these web sites: ALPINE: www.al ineftw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iasafe.o Job Number: 136DCS005 Ply: 1 1 SEQN: 704013 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 10/27/17 T 5' r 5, Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - HORZ(TL):-0.011 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Sid: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 40 01 SA 38 FF56 8180 BB 7F49 00 99 2E 85 FB Mk cersek qs s�cd andi" dtry Lfww3 Ntarm", ?ZZ tre.ti 7021 cm th0 daaa 51WWQ alxima>nan�a 5HAwx auihmntka�ezn�dm. rFzwndecrtim nf6zsdara a=pot cretx&md rwd9 d�lad and thc. ab; as2hent ca5 scwianit he .ftd cna yd"tmnk ecylmf. C 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 / 96 / 208 /- / 129 / 8.0 D 90 /13 /70 /- /- /1.5 C 119 /93 /62 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qguire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, Lle._ Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )refer to i vi i, or Tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page . ie design shown. The suitability Job Number: Ply: 1 4ETruBe Label:Caali13C"C/DR Horton /4EBB 1828-Cali "C i I w9t 12.6 Ibs I FROM': AH 012 / T17 / JACK I DRW; 10/27/17 I 4"3 A C 12 6 M O LO 2X4(A1) B M CV D 1i Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP. C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 6.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and A Snow Criteria (Pg,Pf 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): -0.004 D - HORZ(TL):-0.004 D - Code / Misc Criteria Creep Factor: 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Sid: 20D7 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): WAVE VIEW Ver: 15.01.01.0402.20 STATE -OF 40 015A3S FF 58 S1 BOi 88 7F48 00 99 2Ex5 FB afit iterrsirasbecn mlccdrwsc4gz%adaaaacalad6p rsTaa�ixf aaarts, ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 76 / 162 1- / 86 / 8.0 D 51 /6 /41 /- /- 11.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) 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 £4FL.Lte.047262fonthadalo4ltawnab¢ w4ngaSimi scritftatt�rosmdm WMdcopksoldis dozumoi vw not rtmikosed ooa62nti senlad and itc 5H.1W. eamt ba wAffe:i m amyadectrark cs�lns. '" 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, fiandlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'S,BCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachM 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. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS005 Ply: 1 SEQN: 704011 / T18 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs / ... 10/27/17 4"3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 � C 2X4(A1) B 0 -F T cM O LO M 1' 1' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.001 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Sid: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 40 01 5A 38 FF 55 81 BO 8B 7F48 00 99 2£ 85 FB Thu item LA. bttn 41ca +muzD034ncd Z-A aaaied by rAae M maran", n (a, uc..11471821 an the date xha�vn abara wing a SNf i wzthentdatiznra:! - Fibted copa"afthe% dotcr¢sm are not ctnsdivad 4ptd u d staled nd;h aWHA.2 authen8nlimTnda not ba vtAmi maaydodmak capias.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 77 / 145 1- 142 / 8.0 D 11 /10 /18 /- /- /1.5 C -14 128 / 25 / - /- 11.5 Wind reactions based on MWFRS B Min Big 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 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating,handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety, Information, byy TPI anSBCA) 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 progeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. Appty plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (tefer to 50A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure fis drawing,any failure to build the on this drawing or cover page to design shown. The suitability more Job Number: 136DCS005 Ply: 1 SEQN: 704015 / T21 / HIP_ 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 10/27/17 6'3" 9110"1 6'3" 3'7" D 4.24 p :3X4 C v o> ^ ih ih v 2X4(A1)13 T i A III2x G4 =5X6FE I 6'1"4 3'2" 6"1 AL 6'1"4 9'3"4 91 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 330 / 208 / - / - / - 110.6 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.015 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - / 0 / 0 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 1- l - / - / 1.5 Des EXP: C HORZ L 0.010 F - - �) Wind reactions based on MWFRS Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Soffd: 2.00 TCDL: 4.2 psf Bldg Code: 2014 RES Max TC CSI: 0.241 E Min Br Width Re - Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 TPI Std: 20D7 7 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B a rigid Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 seat p Bearing B requires a seat plate. r Loc. from endwall: notin4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 I Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.0402.20 No �. � ffi F3 40 013ASB FF 5B 8i.$0 BB 7F 48 00 99 2E 85 FB ri•1r IicmRas ttrcn akdresicafeys�nad a�"»-hd Fry Uassr.�ei fAart�as, -r£ (FL, W.647INZl on the daft zhawa abaw Wing a SPA-1 sr:th ariCsaSieas etch. piutedctpiezmfskis donx_-t ata not a=idasad zgud z dsenlad and slFe.:. KAr laohcntkAt3oacode m.t tw waif2d am uydmimnk ccylas. sm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin' handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an77 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 attached structural sheathing and bottom chord shall have a properly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Wefer to drawings 160A-Z for standard plate positions. Alpine, a division OUT BuildinccL�Comporients Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Soeed. 15' Mean Heloht. Partially Enclosed. Excosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'LBrace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace rw (1) 2x6 'L' Brace ■ (a) 2x6 -L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' IV 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' US P F 03 3' 8' 5' 9' 6' 2' Tel 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U iJ C Stud 3' 8' 5' 9' 6' V 7' 8' 7' it' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' QJ �l r Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' ill 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 1 14' 0' L4' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' N P Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' it, 11' B' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, Il' 14' 0' 14' 0' 14' 0' :p S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' V 10' 5' 10' to- 13' 9' 14' 0' 14' 0' 1 14' 0' U Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O f H ( Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' B' 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' 10J #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, Il' 13' 4' 14' 0' 14' 0' 14' 0' t10 D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' B' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' V d S P F #3 4' 7' 8' 2' 8' 5'1 9' 8' 10, 0' 1 il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I) U LJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' x 0 fl P Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1, 5' 1' e' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' r D r L Stud 4' 9' 7' 4' 7' t0' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14. 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' i2' 0' 13' 7' 14' 0' 1 14' 0' 14' 0' About,L able Truss Diagonal brace option - T vertical length may be doubled when diagonal 18' )( brace Is used. Connect L diagonal brace for 60011 at each end, Max web Brace total length Is 14'. 31E31E 2x6 DF-L #2 or better diagonal T 1 Vertical length shown braces single 8' In table above. I or double cut 1 45• (as shown) at upper end. Connect diagonal at midpoint of vertical wek d&o rg AN 1TW COMPANY 133B9 Lakef o l Drive Earth City, MO 63045 Vt�l �1t\ Refer to chart above for'G ewDWaRTM F> SH T S DDRAVVING�TO ALL CONTRR LCIV ALL Cif MCLUDTHIS DWWGGTkE INSTALLERS -• Trusses re g, ppin0, InstalUng and bracing. Refer?,, to and �\� quire extreme care (( fa,fing Con hand Safety Follow the blest edition of BCSI (Butding ConpanenL Safety Info Ion. by TPI oM SBCA) for'. safely pprrn to prior to performing these functions. installers shod provide temporary brocing per BCSL Un4ss rated otherwise, top chord shall have property attached structure( sheathing ad bott6n chord shad have a properly attached rigld calling. Locations shown For per -ent lateral rest-Int of webs _ shall have bracing Installed per BCSI sectlons 43, 97 or BIO, as apolcable. Apply plates to each face of truss and ppoassi1tion as shown above and an the JUnt Detolls, egg noted otherwise. Refer to draw V,gs 160A-Z for standard plate positions. Alpine, a Wvlalm of ITV Building Conpments Group Inc. shall not be responsible For arry deviation ll m '>A this draeft, any foilure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, o hstatlatbn 6 brodng of trusses, sr A seal on this drawing or cover page UsWhg this draww,g, 6d1cates acceptance of professional enghaerinp responslbNty safety for the design shown. The sWtnbtlty and use of this drawing For any sdt,cdre Is the responsbBity of the BLAdhp Designer per ANSi/Tpl I Ser2 For more Information see this Job's general notes page and these web site. ALPINr, www.elolnwitw.cen, TPI, www.tolnst.oroi SBCAI wwwxbclndVctrv.orAl IM wwwlccsafa4rg Z �/�fdnelRtpS^S,httttt`` Bracing Group Species and Grades) Group A: S ruce-Plne-Fir Hen -Fir a1 / 02 Standard 1 #2 1 Stud #3 Stud 1 1 #3 Standard Dou las Fir -Larch Southern Pinewww #3 03 Stud Stud Standard Standnrd Group BI Hen -Fir al 6 Btr al Dou has Flr-Larch Southern Plnewu at at k2 #2 lx4 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 races. 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 (0.12810,0' min) naps. )1( For (1) 'L' brace) space nails at 2' o,c. In 16' end zones and 4' ac. between zones. il(B'For (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' ac. between zones. 'L' bracing must be a minimum of 80% of web member length Gable Vertical Plate Sizes + Vertical Length 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 No Slice Less than 4' 0' 2X3 Greater than 4' 0', but less than ll' 6' 3%4 Greater than 11' 6' 4X4 TOT. LD. 60 PSF SPACING 24,0' • Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 120 mnh Wind Sneed. 30' Mean Heloht. Partlattv Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace R (1) 2x6 'L' Brace w (2) 2x6 'L' Brace NO Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' il' 2' 11' it, 13' 7' 14' 0' O H F Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' QJ #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' ou P D F L #2 3' 8' 6' 1' 6' 6' 7' 5' 7' S' 8' 9' 9' 2' It' 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' It' 8' 9' 9' 1' 10' 1' 10, 10' 131 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 4' 9' !' 30' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' t0' 6' 13' 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 9' il' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Lf O I� F f l Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 1 8' 7' e' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' 01 D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' S' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' 11' 9' 0 14' ' 14' 0' d S P F #1 / #2 4' 8' 1 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' ii' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 7' 7' B' 1' 9' 2' 9' 6' to, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD Lf u Stud 5' 7' 7' 8' 1' 2' 9' 6' 10, Il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 0 1� F StandardS' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' S' 13' 7' 14' 0' 14' 0' 14' 0' X #1 0' r4' 8'0'e' 3'9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 8' 7' 11' 8'2'9' 4' 9'e' '''6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 6' 6' 10' 7' 3'- 9'1'9' 7' il' 0' il' 6' 14' 0' 14' 0' 14' 0' 14' C' DF L Stud 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' V 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem -Fir tll / #2 Standard k21 Stud #3 1 Stud 1 #3 Standard Dou las Flr-Larch Southern Plnewsw a3 a3 Stud Stud Standard St Group B, Hem -Fir 01 6 Btr #1 Dou las Fir -Larch Southern Pinewwr #L 1 #1 42 1 #2 1x4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B vatues may be used with these nodes. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over, contlnuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. -- A'aaui Attach 'L' braces with 10d (0.128'x3.0' min) nails. iR For (1) 'L' brace, space nails at 2' o.c, able Truss In 18' end zones and 4' o.c. between zones. for (2) 'L' braces, space nails at 3' o.c. Diagonal brace option, T In 18' end zones and 6' o.c. between zones, vertical length may be doubled when diagonal IB' 'L' bracing must be a minimum of 80X of web brace is used. Connect L member length. diagonal brace for 690a 'L' i Gable Vertical Plate Sizes at each end. Hnx web Brace total-length-Is-14 . — — — _ _ _ _ ilf ilf Vertical Len th No S lice 2x6 ➢F-L 02 or _ _ _ _ _ _ _ Less than 4' 0' 2X4 better diagonal '�- _ _Greater than 4' 0', but 4x4 brace) single T less than 12' 0'— Vertical length shown8• In table above, or double cut 45' (as shown) at L 1 *Refer to common truss design for upper end, peak, splice, and heel plates.11 ontlnuous Bearing Refer to the Building Designer for conditions Connect diagona at 1151511111i not addressed by this detail, midpoint of vertical web. Refer to chart above for max gsAbYe r�(L length ..vARrm+ta•w onto AND FOLLOW ALL NaTES or T= BRAVINtg ��.�` j�, REF ASCE7-10—GAB16030 wtpiplRTANT- FISBaSH THIS DRAWM TD ALL CCNTRACTDRS DVCLUDQ7G THE INSTALLERS `� \ A. ii Trusses require ertr.m. care in Pnbrknting, h.MlIN, shipping, Installing and braebp. Refer to and `11 �\G��tS� ' DATE 10/01/14 follow the tatest edition of SCSI (BusrBng component Safety Information, by TPI and SBCA) for safety practices prior to performing these functlans. installers shall provide temporary brad per SCSL Unless noted otherwise, top chord shall have properly'attached structtewl sheathing ­7 bottom chard No DRWG A16030ENC101014 A�ON u shNl have a properly attached Hold ceabV. Locations shorn For permanent lateral restraint of ebsshad hove bracing ion aged pwr abo] sand — th J r SIO,Det s aW..s te.no APply Watas to each face of truss and position a slt16 as shorn above and to the Joint Details, unless noted otherrlse. = N Refer to drarinps 160A-2 for standard plate positions, �r Atphe, division of ITV B.ft Mg Compoment5 Group Inc. shall not be esponsible for any deviation from A I E OF AN ITWCOMPANY this drawN, any faAure to build the truss h canfornanoe with ANSI/TPI 1, or for hnndift, shlppbtg, : 10 AX. TOT. LD. 60 PSF installation L bracing of trusses. (4�. A seal on this drawing or cover papa UstMg this drorhg, indicate- acceptance of praftstlemat Ty Vf engbteerirtg responsibility solely Por tlhe dasipn shown Thr sWtabiUtY and use of this drawing '+�JrQ h `� for any structure Is the resportsmAlty of tie Bundng Designcer par ANSI/TPI 1 stcz 13389 rkhakeMO 63045 ror more Information set this Job's general notes page and these reb sites, �¢%sy¢S�il��l �p�p aita MAX, SPACING 24.0' City, ALPINE, wwmalolmaltr.comi TPI, w totnst.oroi SBCA, www.shcindustryArgl ICG wwwlccsafe,org ¢pAr..._ !9f1 : ,tt0 sO'YZ DNIOddS 'XHW »�. oJo•a;aso>rass am MJVRJ}Snpy graog W'Jes �d 18io'4 -M&A adI f-;a a iD•YIf G?Gdi♦) Isa}ls qas asay} pus a00d sa}w pjausa s.gor s� a" uopuul a uoiJol S40 ON'4P.04 93 _ _ T _ --- 'ZasS 17dL W Jsd JMCPaa SMMM xp io .t}1Y a.i y} si aJrq�n,gs etw Jo; arav Sra io aan Pw w «u „W j3 e+Rs.P aq� Jo3 (Nios'�ai'r, od aJ a,J.ae,eu. 2.14 MaIW4 1e16MI ,lNb o�/i 'Z1nQ 'wWeSfi�etvS,u I doJd do S sa}D>pl, •flfM9 V SHi �}Sil J.AOD JO . 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ON 'ya-Buai .aagwaw do %06 sl aov.�g •saooJq .1. uo .'1, y;IM paoo.aq aq 0�. paau }ulor oa. �ulof wO Ad .817 Aano sgo am uay} 'avJq Boo s v soy clam dI sYv�I� .Aan ul-:.a1 .Ao-J 1!�O4-aQ aIg1 )D quaw o3ulaa 1. 2: a Hip frame stops at plumb cut of jacks to maintain pitch continuity. )[ Hip frame lumber Is SPIT, So. Pine, HF, or DFL Standard, Stud grade, or better, MCI Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to purlins must be intact and properly attached, Hip Frame Stepped Hip Svstem Trusses Sheathed Hip Framew B Bottom Chord Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6` o.c, maximum spacing, �-- Setback —— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or —Hip-Frame---pro- Isdesigned ided_by truss manufacturer, Hip frame s degned to provide bracing -for -flat top_ ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structura4 must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hin\\\mVY Na Nr Uns, reVARNUQ— READ Arm Fnu.m+ ALL NGIES n+ THIS DRAVDUd er'' G � REF HIP FRAME -ENP=ANTia FURMEM TWS DRAVIEW M ALL. fd1TRACUIRS DCLUDING THE DISTALU3M Trusses require est -care fro fabrkbtlnp, handling, shippft, 6lstafto and brochg. Refer to and �1� V`sCC �� DATE 10/Ol/14 folio, the lutes! station of HCSI ceuamng Conponont "'ty Inforwntbn, by TPI and SB('A) for safety 1Vo practices prior to performing these functions. Installers shop provide tenpo—y �brocing per SCSI. - unless noted otMr.ise, tap chord snap have properly attaied structvrW sheaving and botton chord = � = DRWG HIPFRI801014 shall hnve a properly ot*.=:d' rigitl ceabmg. Locatbns cloen for pernonent lateral rastroint of ebs, _ shall have "Ja sl Installed - s per BCSI and on the J or B10, as PpUcable. Apply plates to each Face Q I�U�1 Re truss nntl ppoosltbn ns shown about and on the .blot Oetn0.s, uMess noted otherrise. S. �S, ATE O� Refer to drorings 160A-Z for stondard plate posits— 'O AlOw, a dvbkmn of [TV HWding Components Group Inc shop not be responsible for my devintbn frvn �� P 10% Q^ AN ITWdOMPANY this driving, any fnlvr to bWtd the truss In confornance vith ANSInPI L or for handunp, sHppbv, ,��`\ Ynsinllatian L brac4+g of trusws. SE T9 A seal on this draebg or cover page Ustkv this droving, Indicates acceptance of profess[orol oq >4m� a re ttyhasdety for the desIm shom The sultobOlty and use of this L 13380 Lakefront Drive frF more bfar see misof t the ennerae.4 s �e and them silos. Rr�bfd�A"" \1\\\, Earlh City. M0 fi3(MS ALPINE, rvalpbwltr.conm TPR w tolnsst— S11 M w—bdedust—ron ICQ —kcsafe'arn d111111111111t\\ Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)K Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 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, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mld-length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on. Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 2X4 4X4 12 3X4 Valle�— 12 Mnx, I— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip f -- 8-0-0 max -I Bottom Chord Bottom Chord End Detail Joint Detail Valley Val 4X4 Toe -nailed �V, �t *R9 20-0-0 (++) Supporting trusses at 24' O.C. maximum spacing, n FURKM T RfAD A I FGLLnv ALB. rraT T f7N � MiG Trd ,uep�TANTee FlYd1ISN Ti4S IIRIIVR7G TU ALL fBNTRACTQIS ,mrur: 711E BiSIALL.QtS. `,� N)�a- IVIX4� ''%� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/01/2014 Trusses regJre extrene cure M fobrkatklg, hondung, shppinR, InstolUng and bracinp. Refer to ontl `. '�,yJ. DL 20 15 7PSF folloe the infect edition of BCu CBJIdInp Component Sofety InFornatlon, by TPI and SBGU for safety proctkea prior t perforr2ng these Cunctlorts. Inatollers thou pro we tenporory brodnp per BCSL tlniess ted otherels0, top dnrd shalt have property ottoehed atruclv'el hen<hlrro n boltm chord ; (',t=s''C �� �'� �. ] DL 10 10 10 PSF DRWG VAL160101014 I7 �� F� d I' t L—IJ� ' 8--+ shop have o property attached rlgId cNWg. Locations whom for pernment Le rot resttokrt of ebz shall havo IrocNq Installed per BISI sections R3, H7 or RIO, s opplicable. Appty pintas to each face of truss and posltbn as them bove and an the Jain! B.taq, IeMa" natnd olheMse. r - � � � 7 Bt LL 0 0 0 PSF IL.1��— ILI—_=—' AN RW O�MPANY RtFer to droelnos MA-Z for stvdaM plate posMJons. Atpinb o division of ITV BJI&a tonp—tw Grouupp I— shoLL not be responsible for onyY devlatbn from this drawing, any fallure to bull the truss In confornonce with ANSInPI 1, or for be no, shlpph'o, ,- �n , F OF TOT. LD, 60 .. = 57PSF 55 insteltatbn L bracing of trusses. A sal m thl. d-awkip or cover page UstkV thic droebrg, kdicatec acceptonct of professlonnl cngvawM�p re sotety for the de.1g, wham The sultanuq�o d —a of druetrm kUShe % ��1:)�� � df �� f UR,FAC,1.25�1.33 1.15 1,15 13389 Lak.f—1 Orwv Earth Cly, MO 63045 F. any sinned" recpar�,sKy of the 81"1p D-Jv4r per pad ei oruc°' ' ei krf�rnntbiait . t.vathis 's�t �a� Se HCA�I roshcWM,sGr rn, MO .-Accs.Fe,ara ^�f _ i «. �'i. �tt9!I/tr F r �ti SPACING 24,0' wnm Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30,00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain 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. wll Refer to Enalneer's sealed truss desion drawing for oloovback and base truss soeclficatlans. Detail A 1 PurUn 12 Up to 12 4' 2' 2' Spacing = 24' c,c, or less Spacing = O.C. max 4' t—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c. spacing In between. Detail B : Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0,128'x3') at 4' o,c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.51). Up to 12 V i i i i 4' \\ I I \\ ( 1 I // I I aa- Mr. max FuLt I 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, purlins must be Installed at 24' o.c. max, and use Detail A. "VARrmx+en REAR AND FOLLOW ALL MOTES ON THIS 13RAWMG -INPORTANT+e fW4SH THIS DRAVM TO ALL CONTRACTORS INCLIMING THE INSTALLER& ,,,� �s l tL Trusses require extreme core In fabricating, handling shipping, Instotlino and brac". Refer to and A� follow the latest .,Atha of BCSI (Butdmg Component Safety Information, by TPI and SBCA) for safety �l \ �� proetices pNw to perforninp these functlons. Instatters shall prole. temporaryy� .cbV par BCSI. Unl noted otherwise, top chord shall hove properly attached etruclwnl sheatYung and bottom d+ord n, .A i shall have a properly attached ripitl telling. Locations shown for permanent lateral restraint of webs . ,V J or Be, as untessWo. dot pintos to wall face shall havo broth. Installed per BCSI sections the of trust and ppoosition as sham and a and to the ions Detnlc, unlese noted otherwise. !a drnwMgs for AN IIW(XWPANY Refer 160A-Z standard plate positions. Alpine, a r90.1on of ITV BWtding components Group Ina shall not be responslble for any devintlon from drawing, failure to bWld truss In fw ha + "ly A r © ' this any the confornonce with ANSI/TPI 1, or me. sh1ppinp, Installation S. bracing of t-ses. A this drawing n,dcatos 6 �6 sent on or cover, page Usting this drawly, acceptance of professional ery4,eerly respa�AFty solely far the design shown. The sultnbUky and use of this droxly ,j4� `64y Id) for any strucdre Is the respan.Utty of the and mg Desior,er per ANSI/iP1 I Seel ey rAl �41011. 1_anh C13389 ity, MO 6Od4e ry For more Information see this job's general notes page and these web sites, ALPINE, wwwabholtw.comi TPI, wextphatorai SSCA, wwsbcmdustry.orol ICG wwvlccsnfeara fUQl �lY�+^�_,i\t� Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of loci box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nulls (0.135'x3.5'). The top chord R3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (U 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Note, Nalting thru holes of wave plate is acceptable. it In addition, provide connection with one of the following methods, Trutox Use 3X8 Trutox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members, Attach to each face @ 8' o,c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset B'xB'x7/16' (min) APA rated sheathingg us et (each face). Attach @ 8' o,c, with (8) bd common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may, be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pl gyback plate to each face @ 8' o.c. Attach eeth to piggyback at time of IF brlcatlon. Attach to supporting truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 25(6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, <K Center scab on wide face of web, Apply (1) scab to each face of web. Member Substitution T-Reinforcement OY T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',m1n) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. Scab Reinf, welN ORTAKM � S WAVWNO ' TO ALL �,�TI p� M � INSUL M Trusses requlr. extreme care h fobrknting, handling, shipptrp, In 'I and br°ckq. Refer to nrd ��•�'��E1.. PUj,� T''�•,,� ; / �i TC ILL PSF TC DL PSF REF CLR Subst. DATE 10/Ol/14 folio. the tatect eWtlon of BGSI (R.Rdng CavpOnent Sofety BYfornation, by TPL and S I for safety practicec prior to porforNng these funrYlons. Lrst-H- shNl provide temporary br.tlrg per BCSL ll�� r \,�vE Z � DRWG BRCLBSUB1014 Unless noted otherwise, top chord slat, hove properly attached structural sheathing and bottom chord shad lave NOId celUnp. Locathns sham for lateral restraint of orbs `� C DL PSF 1 n property nYtoched pernanent chap Yova Erntlng Installed por HCSI cecticnc H3, H7 or Ble, as oppllcnbla, Apply plat.. to cad. f°ce of truss and positron as sh.wn nbo.. and an th. JoAM Hatnls, rule.. naiad a4n.rdsr. Refer to drn.Ongs 16DA-Z for standard pt°te posHlons. = 7'( BC ILL PSF AN tl1NCnMPANY Atpine, Wvl o of ITV Mdin Compmmtc Group Inc chat) not be responsible for an deNntlon iron this dro.ing, any fdlure to 11 the truss in conformance with ANSLTPI 1, or for ha sWPOtnO, `i � -o OF OF ,T y QT, LD, PSF 13389 Lakefront Drive Farth City, MO 63045 InslnLLnt on L brndng of irusces. A seat on this dr..4rg ar cover page HsthV this dr..Mg, b+atcates occeptonce of Professbal e�yxrey°rsmNty saety for the design sho.ru Tlw sWtabAlty and us. of this *a.Mg For My Is the rrspm�Wq of the 9uldrq DeslgKr per ANSI/TPI 1 SecZ e ..t.1-tore IH A, .nt..b.n°c st1vA these ALPINE w�aleinelLr,.con�OTPsee ICO e:►kc:of.4M Q ® �y�t'S 1f- ." 'p0 11 W ✓� � �``/e /r1ar., r(\ '+'..�s��t DUR, FAC, SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid only for single pty trusses with 2x4 or 2x6 broken members. No more than one break per chard panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area CB) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member, Length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered, Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0,128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s as L L —i ___iTypicoA ~ �I O O O O+ - O O+ O O+ I --I 2' Stagger = Back Face 10d Box (0.128' x 3', min) Nailsi Front Face 2x6 Member - Triplee Roww Staooered Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 1 6660# �".Z=U�M.. L B L \-O� '4 L Nail Spacing Detail n I Nm► L I oMARHBdGtsr READ AND FOLLAV ALL HnTES a THIS BRAVnq ; \ "' - �n'+� REF MEMBER REPAIR ■-DLK RTAHru FMUSH arts BRAVM Tn ALL CWFRACTM 1NCI.UBM THE n1STALLE1t8. .� Q, Jt/ "Y '�d Trusses requev extronr care W fabricateg, haodUrV shipptnp, instol6ng and brackq. Refer to and S fa6o. the latest station of BCST (Buading CoN.—t Safety lnfornotlon, by M and SBCA) far safety DATE 10/01/14 practices prior to perforrang these functions. Installers shall pra„wr tenpornry bradnp per `ecsl. No. Unless noted othe,Ww. top chord shall hove propery attached rtruetural iheat,ano an botton u7tor DRWG REPCHRD1014 n shall have properly attochetl 191d c0ft. Locations sMm for perwnant lateral restraint of rebs L�7 0 chaff - nd sl Installed 45s per B Sl sections andon the j or, B30,Det as Qppilcable. Apply plates to each face Q of truss and ppo0sition as shorn above and on the joint Deto4s, uMess rested otherrlse. ryC Refer to dwreigs 16oA-Z for standard plate posltlons. V i Alpine, n dlvlsbn of ttV BuRding Conponrnts Grote lac shall not be responsible for any deNatbn fron �t AN ITW COMPANY A% tMs d-nekq any FaAure to bJltl the truss M conforronce rlth ANSVTPI 1, or far hnnufUng, sNpp4+g, ' -!' Mitallatbn � bracln0 of truiiei. - %, O < p p Q f� �; 13389 A eed an this d•nrNg lY cover page gsibg tNs drorep, Indcntts acceptance oP professWnl r I� r) � 'V engineereg resyona011ltY solNy for thr design sho.n, Ths ssJenWlty and use of tNs drosFg '/i (`� `� ��� the r¢sROAsmilitr of ttie Budldhg nedgner per AHsvrn: 1 sees �i tr Earth City. 633g45 for am Alps "alPlneltr onloTPt errWe r mJ'tbairageneral S Yn cncv°'iducvYara eico vi cceioiaerg 4���A�S+��NAl'l ��ttttt`, SPACING 24.0' MAX! STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TOTRIM ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX,, OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x 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) BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER 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 NnTFn ON THIS SHEET f USE THIS DETAIL FORI ICTURAL 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. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. N❑TE1 FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION ➢OES 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, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN• PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL <JOINT SPLICE). FIELD APPLIES - 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 BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS 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 IS' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). ..DVMWT F SH TFQB MAWIING TO &L ALL NOTES DDIMUBM TIE DiSTALLEM .� ' � � � '+ �J REF BC FILLER Trusses require trene care In fabricating, handling shippInp, Instal 0no and bracing. Refer to nM h ��'t� � �. DATE 10/01/14 follow the Wtest editlon of HCSI tBUAdlnp Conpanent Safety InfornatWn, y TPI and S, for safety t7: pr+nctices prior to perfornkhg theca F—ttons. Installers shall provide tenperary bracing pair BCSL �� _ UNess noted otherwise, top chard stall have property attached struchn•nl shantFvng and button char Nr�.� DRWG REPBCFIL1014 shall have n propertyion attached Holaloe ce and Locations sDeta far Less n to lateral restraint of webs / yi!,`� r shall have bra installed per BCSI sections B3, 87 or, H10, os applicable. Apply plates to each face of twss and pp Ibn as chum BCS1 cti an the .taint Bataee, unless le. A otherwt e Refer to drowinps 16OA-Z for standard plate posMars. /W FIWCOMPAMY Alpkhe, a dviston of TTV B.Urp Conponents Group Inc. shntl not be responseAe for any de vldtian OF this dm", any fo0we to build the truss in eonFornance with ANSVTPI I, or For handing, swppk'2, .0 6� instnllallm i bracing of trusses. �1 t•�. /� A seal an the &owing or cover page Usting this drawing, Indicates acceptance of professtoral Ine�q respons�Ft�Ivvaatly far tint daaf�, SZ,a... Tina auitaboity and usa of this drawkg . 4 OR1 �{+.• 13389 Lakefront Dr1w for any strvcWra - -'_ re�onsWlty of the Buil4inB 8osi8nM Par ANS1 I Seel r Earth City, MO 63045 arw�or pore �F�rnatlanoaee th�s,,Job�s ggrral notes page and these reb sites, rug .._. . _.._ e, ..�w•,,,i,wt,,,arn� Ica www,_fe.aro bs..•' ,art. SCAB 2X4 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, ❑VERHANG DETAIL ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D, 30.001ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for watt connections, 12 2 TO 12� 3L ON 1 / (110 !] A sl A A A V T AI I l —VARNING.. READ AND FO-LOW ALL NOTES DN THU MAHDO .�'. :it' .... •r,!�a -- REF 2X4 SCAB O.H. ..DVMTm,T= FVRNISTI TIM WAVM TO ALL CUNMCMU INaunmc THE DWALLM �J " TOTAL TOP CHORD Tresses -qw1— estrene core In fabrkatimg, handling, shipping, installing and braehg. RAPer t0 and ti`g� ��,EN3F � �'� LOAD NOT TO DATE 10/01/14 follow the latest edition of SCSI CB Conponent Safety T%o`m t by RPI and SBCA> for safety ` :EXCEED 40 PSF pnetices prhr to perferning these functions. Installers s{wB provide t¢rrporaryy bratlng ppr lira U,i ss noted othe Ise, tap chord shah ha proPwrlY ttached structural sheer= and I tton chord _ �Q (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 n shall have a properly attached Nea ceBbgVe Lowtbns shorn For permanent lateral restraint of webs Q 1��,� shall have braUrg instased per Above sections BB, J or Dag, Is ante s no Apply plates to each face = A I1��LU�J�1I of truss and cpiong lon os shown above sections on the Joint helots, uN¢ss noted otherwise. Defer to dror ngs I60A-Z far standard plate postons, l qrE OF Alpine, o dvislon oP TIV Hu4mrp Conponents Wo Inc shall not be responsible fa' may deviation From � AN MCOMPANY tNs draw ng, any FaBure to bu td the truss in confornance with ANSVTPI 1. or for FmndWg, sFdPdng, %'Q t,, 4(/` hst¢IlaWn 6 bracing of trusses. A sed on tNs drawhg or cover page Ustbg this drowLfp, WDeates aceeptantt of proFesslorial 0 M u� engheerhp respor�Afty solely Far the design .Ewen The sAtablitr .,w use of this drawhp ''. DUR, FAC, 1.15/1.25 Far any structure Is the rasponsbgity of the &SINNng Designer Deg'�E'I i SacZ Earth LakefrontDrive�7P (�F�'(�` \. Earth City. M063D45 for norc Information see this ,Job's general notes page and these web site$, u�'�44 ""�MIVA \\\ \\ SPACING 24' ALPINE, wewnlolnsitw.com TPI..ww.tohst"ni SBCAi www.sbclnaWstrv.oral I r, wwwiccsafeo,g flit,...._. _.....Et\