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a' • z RANEY COMPONENTS L7ney 19900 Independence Blvd. Groveland, FI 34736 onlponents, Lwow (352)429-9429 • (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS014 Printed: Fri, Oct 13 2017 d UU llll Ul Mali Ull. Address: FOR Name and License Number: .ustomerName: Creekside Lot 14 )R Horton 8409 Cobblestone Dr lescription: City, State, Zip: �EHB Hayden-2601 "D" OL OW Fort Pierce, FL I narlinrl Infnrmafinn- Root Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead., 20 7 0 10 40 10 0 5 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 56 Total 56 # DESCRIPTION SEQNO # DESCRIPTION SEQNO At DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A02 3 A03 4 A04 5 A05 6 A06 7 A07 8 A08 9 A09 10 A10 11 All 12 Al2 13 A13 14 BOiGB 15 B01 16 802 17 M2G8 18 M6GB 19 M6 20 V1 21 V2 22 V3 23 V4 24 V5 25 EJ7 26 EJ2 27 EJ2A 28 BJ5 29 BJ5L 30 BJ3 31 BJ3L 32 BJ1 33 CJ7 34 CJ2 35 Lol 36 L02 37 EJ3L 38 BJ1L 39 WX 40 FT1 41 FT2 42 FT3 43 FT4 44 FT5 45 FT6 46 FT7 47 FT8 48 Fr9 49 FT10 5o FT11 51 FT12 52 FT13 53 FT14 54 FT15 55 FT16 56 FT17 Digitally signed by Manuel Martinez ' I DN: c-US,oddenTrurt ACES gusLxss .. P' . - Rep eseMalWe —M AND EA550QATES rn-Man e1 Martnez, AWF0F19200300.100.1.7=A010980000007 FAoE9! a16:34rAon: y `L Adobe 201155.006.30352 40 015A 3B Ff 5S 81'BO BB 7F'4B OO 99 2E &5 FB Th&itemhat �e:rwr+ala� etcdsealodhY FAaas:,r9 R4YrtiRC$ PE(FL.ICt.C4#i92{ia, i3�mda4¢slsixarBa6a %zSn$tdN.R3 asaiharilira.�aarxxic..�' ... F3�tsd et�pa�aithi�s ilr>:r.'a:zaa3 mrm riot arn�+S�ad taazl zla$lad ame tiva.'�.J aaatrient3ca5itsstr,�tc rasai laa iamf�J ��s�iectrars2: Page 1 of 1 o. Job Number: 136DCS014 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Haydeq-2601 "D" OL O Truss Label: A01 6'4"7 ' 1'6"1' 1 6'4°4 1112X4E 12 6 y3X6 D 03X4C (a) r'4X6A(A2) B 3� P O N 112X4 I OH0308 =4X10 Qty:t '200.2 Ibs I FROM: AH 847 / T10 / COMNI DRW; 16'4" 425"3 289"7 30'3" 36'6" 4'1"3 '1"3 6'4°4 1'6" 64"7 Faa5X6 G Itl2X4 (a) (a) `�3X6 H 1 k3X4 (a) M L K =4X10 MH0308 112X4 10/13/17 j ER4X6(A2) a L1' 6'2"11 5 22"13 8'2"7 2'2"13 5'9°5 NOV'2"11 12' 14'2"13 225'3 24'8' 30'5"5 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.159 G 999 240 B 1537 1704 / 855 / - / 395 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 / 666 / 786 / - 1- /- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): 0.140 K - - B Min Big Width Req = 1.8 Mean Height: 22.84 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = - Soffit: 2.00 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 Bearing B is a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.759 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1456 -2193 Wind Duration: 1.60 1 WAVE, HS VIEW Ver. 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183 Lumber C - D 1244 -2216 , H -1 1261 -2222 Value Set: 13B (Effective 6/1/2013) D - E 1270 -2179 I - J 1608 -2817 E-F 1452-2191 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "l38" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322 P - O 2441 -1275 L - K 2461 -1322 Bracing �t�0 - O - N 2441 -1275 K - J 2464 -1322 (a) Continuous lateral restraint equally spaced on enas�a N - M 1502 -588 member. Or 1x4 'T" reinforcement. 80% length ofe *� web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails .v @ 6" oc. wr a Webs Tens.Comp. Webs Tens. Comp. xvNo 04710.2 Tra Scabs Y :; P - C 274 -10 F - M 967 - 650 ., C - N 470 - 586 M - G 409 - 381 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach m . E - N 410 - 383 M -1 524 -606 scab to face of chord with: Nails @ 8" oc, plus 4 N - F 961 - 647 I - K 278 14 additional nail clusters at: BRG.: (0), heel: (0), 1st ,m+- a� +u panel point: (0). ' e e� Loading chard ITruss ve Toad nassed eareack os witt142' h20 psf igh x 24itional "wide` clearance. '. Wind �'� #$)!U�' •- 40 015A 39 FF 56 61 SO 813 7F 49 00 99 2E 85 FB Member design based on both MWFRS and C&C. 111tit©rrPtaet�9ca;mated yaaMart�a, Pf ({i.. L&.64TEffi�cS ma ;!Yaxru a6twaa u%�g � s5t&.1 asr�s ¢n Staz�xs ss�4r:. . . 2rffitad rdpfff ,tittira eastma�na\t C-11 6 d, SkT.4=A zmkd =61hawA-!aathcntca sc`4e.n-tuvwiftesfana rdeurur:6- amlas. • '.1 "'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 ant7'SBCA) for saety practices prior to performing these functions. Installers shall provide temporary oracing er BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache5rt id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 3s applicable. ApplVV� 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�LComponents Group In' c. shall not be responsible for any deviation from this drawing,any failure to build the Truss in conformance with ANSI PI 1, or for handling ;shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 1 SEQN: 676093 / T29 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A02 Wgt: 235.2 Ibs / ... 10/13/17 6'4"7 T10" 14'2"12 17' 19'8" 22'S"4 28'9'7 30'3" 36'8" 6'4"7 1'6" 6'4"3 2'9"4 2'8" 2'9°4 6'4"3 1'6" 6'4"7 =5X6 1112X4 =3X8 =4x10 =3X4 =6X10 =3X6 1112X4 r1' 8'2"'1 5'9°5 2'2"12 4't"4 4'1"4 2'2"12 59"5 6'2"11 1� 6'2"11 12' 14'2"1 18'4" 225"4 24'8" 30'S"5 36'8" 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 IJdefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.137 E 999 240 B 1447 1705 / 862 / - 1384 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.315 E 999 180 K 1447 1705 / 862 / - / - 15.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.133 M - - B Min Br Width Re 1.7 Des CLLd: 10.00 Mean Height: 22.50 ft �) 9 q 9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.7 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): A - B 27 0 G - H 1498 -1972 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1587 -2618 H - 1 1311 -1961 Lumber C - D 1284 -2000 I - J 1284 -20M D-E 1311 -1961 J-K 1587 -2618 Value Set: 13B (Effective 6/1/2013) E - F 1499 -1972 K - L 27 0 Top chord 2x4 SP #1 F - G 1156 -1455 Bot chord 2x4 SP #1 Webs 2x4 SP #3 - Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - 5 2283 -1268 P - O 1452 -674 Bracing N4 S - R 2280 -1268 O - N 2280 -1294 MAIJ (a) Continuous lateral restraint equally spaced on P► R - Q 2280 -1266 N - M 2280 -1294 member. Or 1x4 'T' reinforcement. 80% length of Q - P 1452 -659 M - K 2283 -1294 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails �+� Maximum Web Forces Per Ply (Ibs) @ 6" oc. $ 2 Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) a S-C 285 -11 P-G 221 -192 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach - C - Q 467 -624 G - O 798 -630 scab to face of chord with: Nails @ 8" oc, plus E - Q 421 -380 O - H 421 -380 additional nail clusters at: BRG.: (0), heel: (0), 1st Q - F 798 -630 0-1 467 -624 panel point: (0). a1 e 1,x � � F - P 222 -193 J - M 285 -12 Member design based on both MWFRS and C&C.� 40 015A38 FF 50 8180 BB 7F48 G0 99 2E 85r FB ThU!tiny' h'asbeen elach jvOadend "atadbyldz lmarthms, PF fA.. tk.c4;rts21 on the data shown abaw acing a 5Fwl S tmd cspkiertU& d=x A armnet=Aidtaed ugned and seated mad iF,e W sn3 au�¢nCcrSisntcod¢ mus[ @a m�3f�.ttae amy etcctronk tx�7as. *`WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporal BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper[ id cei!inqq. Locations shown for permanent lateral restraint of webs shall have braclng insTalled per BCSI sections B3, B7 or 1310, e. AoDTv Dlates to each face of truss and position as shown above and on the Join. Details, unless noted otherwise. (2efer to a division of I PI 1, or for nandling snipp acceptance of prot'esstoi any structure is the respor ral notes page and these web sites: Of tis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability 1 Job Number: 136DCS014 4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB Truss Label: A03 6'48 6'4"8 1 12 6 p 601 "D" OL O I gL1233.8 Ibs I FROM: AH 849 ! T16 !HIPS I DRW; 14'2"12 +'z5•aL' 26's7 J-03a as•s" '66'4"3 2T4 2'8" 9°41'6 '4"8 76 F G 102X4 'a3X6 i 0 R Q P O N M L 012X4 =4X6 Z10 ; U4 �4X10 �U6 1112X4 6'2"12 5'9°4 22"12 4'1"4 4'1"4 2'2"12 59"4 6'2"12 6'2'12 12' 14-2'1 18'4" 22'5'4 24'8' 30'S"4 36'8' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 1706 1862 / - 1368 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 1793 1- / - I - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS EXP: C HORZ 0.134 L - - B Min B Width Re 1.7 Des Ld: 37.00 Mean Height: 22.50 ft �L) q 9 Code I Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = - NCBCLL: 10.00 TCDL: 4.2 psf Bearing B is id surface. Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 g a rigid Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1168 -1459 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1589 -2622 G - H 1502 -1976 Lumber C - D 1288 -2004 H - 1 1330 -1967 D - E 1314 -1965 I - J 1304 - 2006 Value Set: 13B (Effective 6/1/2013) E - F 1511 -1975 J - K 1649 -2640 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - R 2286 -1328 O - N 1456 -702 >#f R - Q 2283 -1328 N - M 2302 -1358 Bracing J Q - P 2283 -1328 M - L 2302 -1358 (a) Continuous lateral restraint equally spaced on tl° 6a P - O 1456 -710 L - K 2306 -1358 member. Or 1x4 "T" reinforcement. 80% length of ��� � � • web member. Same species & SRB grade or better, X,�u p attached with 8d Box or Gun (0.113"x2.5",min.)nails Maximum Web Forces Per Ply (Ibs) * 6" oc. � Webs Tens.Comp. Webs Tens. Comp. @ Oft R-C 285 -11 O-G 221 -193 Tray Scab(s) e` wa_ C - P 466 - 623 G - N 800 - 632 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach,: E - P 421 -379 N - H 419 -377 rc scab to face of chord with: Nails @ B" oc, plus w : , . P - F 798 - 630 N - J 521 -642 additional nail clusters at: BRG.: (0), heel: (0), 1st 0 F - O 224 -194 J - L 289 -15 panel point: (0). $ ae,. °�40, o Wind Member design based on both MWFRS and C&C.� J x 40 01 5A 38 FF 56 81 BO 067F 4900 99 2E 85 FB AEik3t¢miazt"srnakzus j nedm3=ledbyMwx-,^.1Wartkwc 2 (rt.tts.r.�ssaz(oz, CimdisshAwrs aE¢w tang a SRA4 mdiandcaxrsars ux4a. tteatvdzopi:xs:¢s5tf 4radmd :salad and the ii3 as.Kfien>;ca:kexrsd¢m+sr Ea xs�ifli�d yraayd"tmrsL- mylm "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingrt handiing shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ripld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin 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 drrawing or cover page_ listing this drawing,indicates acceptance of profession% 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. Job Number: 136DCS014 Ply: 1 SEQN: 746850 / T8 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A04 Wgt: 219.8 Ibs / ... 10/13/17 6'4"814'2"12 15� 21'8" 4 28'9"8 30'3" 36'8" 84"8 1'8"1 8'4"3. �9" 98" 9" 6'4°3 1'6° 8'4B E55X6 0100 WM � X8 =3X4 =3X8 =3X6 102X4 1' 12 59"4 2'2"12 4'1"4 4'1"4 2'2"12 5V. 82"12 1' F' 82"12 12' 14'2"1 18'4" 22'5"4 24'8" 30'S"4 36'8° 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: 11 EXP: C Des Ld: 37.00 Mean Height: 22.00 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: 3.67 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): 0.135 E 999 240 Lu: NA Cs: NA VERT(TL): 0.311 E 999 180 Snow Duration: NA HORZ(LL): 0.059 M - - HORZ(TL): 0.135 M - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.569 TPI Std: 2007 Max BC CSI: 0.577 Rep Factors Used: Yes Max Web CSI: 0.710 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 / 707 / 868 I - 1344 15.5 K 1447 / 707 / 868 / - / - 15.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 K Min Brg Width Req = 1.7 Bearings B & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 1553 -1960 B - C 1614 - 2617 H - 1 1344 -1963 C - D 1318 - 2002 I - J 1317 - 2002 D - E 1344 -1963 J - K 1614 - 2617 E- F 1553 -1960 K- L 27 0 F - G 1262 -1635 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2282 -1303 P - O 1626 - 837 S - R 2278 -1303 O - N 2278 -1335 R - Q 2278 -1303 N - M 2278 -1335 Q - P 1626 -810 M - K 2282 -1335 No -.0471821 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e S-C 284 -10 P-G 203 -173 C - Q 461 -619 G - O 732 -652 ft S V E - Q Q F 468 - 348 732 -652 O - H O - J 469 460 - 348 -619 P,A. - F-P 203 -173 J-M 284 -12 40 01 5A 38 FF 58 8180 BB 7F 49 00 99 2E 85 FB Th6 Item has bee elwmftkarqod mo waled by maftel wrtin", PE(*L. Lc.9471921 tm tha9t2R Owwn abeme wing a SPWI �hene�a3trxse- ndcrpiaafdiv admadsalad sn: ft,SiAr2 eniEca83 ses:dc rt�zsE Sac vsttied rn a�ye9ect�mrk cmplm "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bqq TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 11id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, le. ADDIV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to a division of —IPI Tortorh acceptance any structure ALPINE: n this drawing,any failure to build the eal on this drawing or cover page. . irthe design shown. The suitability SIfrP11 Sec.2. SBCA: www.sbcindustry.com; [CC: www.icesafe. a I Job Number: 136DCS014 Ply: 1 SEQN: 746851 / T15 J HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A05 I Wgt: 218.4 Ibs .. / ... 10/13/17 6'4"7 T10" 14'2"12 1 ' 21'8" 2'5"13 28'9"8 30'4" 36'6" 6'4"T 1'6°1 63 9" 6'8° 1 6'3"11 17"1 6'3"6 or5X6 F m 8G 112X4E i1 IM4 IE 12 6 F,-,- @3X6 M 3X6 D I b � 03X40 I JZ43X4 � in(a) ta) =4X6A(A2) B x=4X6(A2) R Q P O N M L ®2X4 =3X6 =3X8 =3X4 =3X8 =3X6 112X4 L1' 6711 5'9°5 22°124'1113 2"3 5'00"6 61.1044421 I- 6'2"11 12' 1253 24 36"6 36W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl 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 J Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf., NA Ce: NA VERT(LL): 0.134 H 999 240 B 1449 1708 / 868 / - / 328 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 1670 / 799 J - /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): Mean Height: 22.00 ft 0.136 L - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 TCDL: 4.psf Code J Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing B is rigid surface. 9 a 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.582 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 I Plate Type(s): A - B 27 0 F - G 1275 -1639 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1626 -2621 G - H 1558 -1971 Lumber C - D 1330 -2006 H -1 1360 -1972 Value Set: 136 (Effective 6/1/2013) D - E 1356 -1967 I - J 1334 -2013 E - F 1565 -1964 J - K 1676 - 2645 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 1/3012013 by ALSC B - R 2285 -1370 O - N 1631 -865 R - Q 2282 -1370 N - M 2307 -1384 Bracing* Q - P 2282 -1370 M - L 2307 -1384 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of 9t ° a� a�4� wti P - O 1630 -873 L - K 2310 -1384 web member. Same species & SRB grade or better, vv,fs rg ,'� bra attached with 8d Box or Gun 0.113"x1.5",min. nails ( ) , e + Maximum Web Forces Per Ply (Ibs) 6" oc. W No 04t*02 own, Webs Tens.Comp. Webs Tens. Comp. R-C 284 -10 O-G 204 -173 Tray Scab(s) .. a u - C - P 460 -619 G - N 737 -652 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach '"" + n " E - P 468 - 348 N - H 467 - 350 scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st -' ° P - F 731 - 652 N - J 513 -638 panel point: (0). STATE , Aj V .. F - O 205 -173 J - L 287 -13 Wind Member design based on both MWFRS and C&C.� La 40 015A38 FF55 8180 BB7F 49 00 99 2E85 FS x#UhomWr tmn dkdrw g 4nad zs9:a 10 by 6A2AM Martens:, n(R. Lk,i%47,101 on UiadE %,Aawn ahwm ering a DWI entk2&Mmda. RS,ftwd toph a afdim docer..ctataaa not crm em-d dgnr„* ar^.d =lad sn621aav:=A>3 avRhanGca ansa9arnrzi be dfbd on say c9oamoic capim "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, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI._ Unless noted oThenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Irjc, shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling{ 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 ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A06 Wgt: 201.6 Ibs / ... 10/13/17 6'4"9 13' 18'4" 30'3"7 36'8" 64"9 6'7"7 5'4" 5'4" 67 7 6-4"9 1112X4 16X4 =4X6=3X4 m3X8 =3X4=4X6 It2X4 1' 6'2"13 5'9"3 1' S'4" 5'4" 1' 5'9"3 6'2"13 12' 13 18'4" 23'8" 24' " 30'5"3 366" 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: If EXP: C Des Ld: 37.00 Mean Height: 21.50 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 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 91 Webs 2x4 SP #3 Lumber value set "l3B" 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 Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.138 E 999 240 B 1447 1709 / 868 / - / 303 15.5 Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 1709 / 868 / - /- / 5.5 Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS HORZ(TL): 0.134 J - - B Min Big Width Req = 1.7 Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.488 Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 E - F 1430 -1924 WAVE VIEW Ver: 15.01.01.0402.19 1 B - C 1634 -2597 F - G 1406 -2072 C - D 1406 -2072 G - H 16M -2597 D- E 1430 -1924 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B- P 2260 -1319 M- L 1777 -971 I P - O 2257 -1319 L - K 2257 -1351 O - N 2257 -1319 K - J 2257 -1351 N - M 1777 -939 J - H 2260 -1351 Y*V 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 04 P-C 252 -10 M-F 265 -192 C - N 422 - 532 F - L 425 -194 1104, D - N 425 -195 L - G 421 - 532 41 D - M 265 -193 G - J 252 -12 E - M 233 - 270 $TAT ` g 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 95 Fla XA.t ircnahasU= ek - %sptdanr6s IadbyMar.--7MarmM n (R. Lts.0431V 21 cm the &1admwa aham v*ig a 5NT L maakend =rkn Ga'da. ftkud ccpi"c thi&dacra..=spot ca W&md%Wgmtda dsaalad aro6llso, ,x d9s l@StYii94s�aa xda sear havMfX-j MmYrAgamrk ants "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro gpeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, i e. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ivi 1; or tor nanoiing snipping,instaiiatior acceptance of professions engineent any structure is the responsibility of the its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS014 Ply: 1 SEQN: 746853 / T14 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A07 I Wgt: 201.6 Ibs .. / ... 10/13/17 6'4"9 �13' 18'4" 23'8" 30'3'7 368" 6'4"9 67"7 5'4" 5'4" 67-7 6W9 H12X4 T8 E rM5XQF 12 6 b y3X40 I G %3X4 rG r` 1 g Hm4X6(A2) —, ) i1\V1 9 O N M L K J I II2X4 =4X6=3X4 m3X8 saU4m4X6 1112X4 6713 1"3 1 1' 5'4" 5'4° 1' 5'9"3 6'Z"13 rt' 6'2"13 12' 13' 18'4" 23'8" 24' ' 30 8" -5.3 36' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pit NA Ce: NA VERT(LL): 0.137 E 999 240 B 1449 / 710 1868 / - / 287 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.319 E 999 180 H 1385 / 672 / 799 I - /- I - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.058 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.135 I - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.50 ft Code / Misc Criteria Cree Factor. 1.5 p H Min Brg Width Re Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is rigid surface. 9 a g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): IA - B 27 0 E - F 1446 -1929 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1645 -2601 F - G 1419 -2079 Lumber C - D 1418 -2076 G - H 1672 -2619 D - E 1446 -1929 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "1313" uses design values B - O 2263 -1385 L - K 1783 -1000 approved 1/30/2013 by ALSC O - N 2260 -1386 K - J 2280 -1391 N - M 2260 -1386 J -1 2280 -1391 Wind mAg M - L 1780 -1006 I - H 2283 -1391 Member design based on both MWFRS and C&C. x - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. , O04,7102. O-C 252 -10 L-F 265 -192 C - M 421 - 632 F - K 428 -200 D - M 424 -194 K - G 446 - 551 D - L 268 -194 G - 1 256 -15 TAT E - L 235 - 270 � 7 001,AAi FF5B81B0BB7F48G0992E85FB i}sit ltaBshas Bzers clectcars3aa ;ai�nad anA waled by FAaA"zl martbwsr 3'� (t`L,1�.64iFS3.(on�asS�ashawmatxi a�ingaSHArP acihasdrat�aaxta. Matadccplaxalthvdactani:asgotC=X1 ctdtqnadaril=bd anE ttsc5i4A 2aa. taut a9uas is rout 6s9eWL3 d M=ydmtMrk =WL "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, byy TPI anti'SBCA) f9OF safety practices prior to performing these functions. Installers shall provide temporariyy r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. AppTy plates to each face of truss and ppsition as shown above and on the Joinf Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. ivision of ITW BuildinptLComponents Group Inc. shall not be responsibie.for any deviation from this drawin any failure to build the ifonnance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ drawing indicates acceptance of professronaT engineering responsibility solely for the design shown. The suitability, A this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 7468541 T61 HIPS 4EHB Hayden-2601 "D" OL OW/DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A08 Wgt: 193.2 Ibs / ... 10/13/17 11' '4" _7I 36'4"9 8L7"9 478T447 489" { 1112X4 I r 1 6X4=3X4L4X6 =3X8=4X6=3X4 012X4 1' 6'2"13 4'9 3 1' 6'4" 6'4" 1' 4'9"3 6'2"13 1' 6'2"13 11' 12 18'4" 24'8" 25' " 30'5"3 36'8" 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 E 999 240 B 1447 1712 / 861 / - / 263 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.360 E 999 180 H 1447 1712 / 661 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.132 J - - � )� B Min Br Width Re 1.7 g q NCBCLL: 00 Mean Height: 21.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.7 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.553 Bearings B & H are a rigid surface. 9 9 Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.567 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)11 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):. A - B 27 0 E - F 1654 -2312 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1643 -2569 F - G 1508 -2203 Lumber C - D 1509 -2203 G - H 1642 -2569 D- E 1654 -2312 H- I 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - P 2229 -1321 M - L 1922 -1090 approved 1/30/2013 by ALSC P - O 2227 -1321 L - K 1922 -1090 O - N 1922 -1058 K - J 2227 -1353 Wind N - M 1922 -1058 J - H 2229 -1353 Member design based on both MWFRS and C&C.� 0 r " 'W 11 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �No 047182* P-C 191 -12 M-F 490 -341 . C-O 319 -370 K-G 318 -370 10 D - O 399 -192 F - K 399 -191 D-M 490 -341 G-J 191 -14 a E-M 378 -439 STATE 40 01 SA38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB r#�ix ital;ci�-aa �acetr cleztrotcEr.�fFzgieds�saalnd 6y Fdaamsai vtatti�iea, PEOL i§c.tR3r3HztontTe aushawna uengassiT 1 .. aasitterl3caa�ia_ a-Waad'TIngfe" sir amu M not crmfdraad*Wdand sxalad aas'. tFe A,1 a�.�ent�a3�soNa naxr � vetN3� ac as�mlcctror�. . bias. "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, bV TPI and SBCA) t0F safety practices prior to performing these functions. Installers shall provide temposrrvy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins. per BCSI sections B3, 67 or 810, T.'. A,,Tv Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability >e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 676125 / T13 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HaydIen-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A09 I Wgt: 193.2 Ibs I / ... 10/13/17 6'4"9 6'4"9 11' 18'4" + 25'8" 1 30'3"7 + 36'8" 7'4° 7'4" T 4'1 64"9 112X4 Dm E v F T 12 Ir I 6 � g3X4C C' �3X4 b =3X6(A1) I� H I RE3X6rA1) B I I 1 � �4 D 112X4 I m3X4 m4X6 sa3X8 m X6 =3X4 112X4 62"13 4'9°3 1' 6'' 6'4" 1' 49°3 6'2"13 F1' 6'2"13 11'� 18'4 12' " 2425 '8° ' 30'5"3 368" " Loading Criteria (psg Wind Criteria Snow Criteria (PIN in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 B 1449 / 713 1861 / - / 247 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 / 674 / 792 / - /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.133 1 - �) B Min Br Width Re 1.7 9 q NCBCLL: 10.00 Mean Height: 21.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is rigid surface. 9 a 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It TPI Std: 2007 Max BC CSI: 0:568 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.532 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.00 FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1673 -2319 Wind Duration: 1.1 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1654 -2573 F - G 1619 -2213 Lumber C - D 1520 -2207 G - H 1669 -2592 D - E 1673 -2319 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP Al Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 Lumber value set "1313" uses design values B - O 2233 -1387 L - K 1929 -1120 approved 1/30/2013 by ALSC O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J - 1 2251 -1393 Wind M - L 1925 -1125 1- H 2253 -1393 Member design based on both MWFRS and C&C.ax + s� m 441 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. w NO 047182 1 "A O-C 191 -12 L-F 488 334 C - N 318 - 370 J - G 331 - 389 s D-N 399 -191 F-J 403 -197 D - L 493 - 343 G -1 196 -19 ATE E - L 379 -439 40 015A38 FF59818f5 gB 7F48 00 99 2E 85 FB Mu item Rea been eltamotogy*nodaadecaladbyi7xr lrAanow4 F£'�F{.. l�. G+[i3sPtcn th¢dax¢zhaw�iotmaa a8asifA"�, a€u3hent56atkasua3e, tadcapttsofthkdoomwaare not C=z1 "6 upmi and %mind wrtips Se�RP t"Iheaikationcode Mott be —chid on mydectmnk carlet. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricafing, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI ant? SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have.properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kWr to drawings 160A-Z for standard plate positions. l 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 handlings shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. _ listing this drawing indicates acceptance of professionag engineertng responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the iesponsibility of the Building Designer per ANSIITPI 1 Sec.2. " Job Number: 136DCS014 Ply: 1 SEQN: 676087 / T2 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: A10 Wgt: 201.6 Ibs / ... 10/13/17 6'2"12 + 9' 1 15'2"2 + 18'4" y 21'4"2 + 27'8" + 30'5"4+ 36'8" 6'2'12 2'9°4 6'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6'2'12 li 0 I =3X6KAB 12 6 p -5X8 1112X4 =3X6 =3X4 Z�5X8 D E F G H m3X4 116(4 m4X6 Min m X4 m4X6 102X4 m3X4 �('�' K h1' 8 2'9"4 2'10"4 3'2"2 6'5"8 34 2'10"4 2'9"4 8'4"8 2, 6'4°B 9'1"12 12' 15'2"2 21'7"10 248" 27'6"4 303"8 36'8° rn 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 1445 1774 / 850 / - / 247 / 5.5 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.186 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 / 817 1919 / - /- / 5.5 BCDL: 10.00 Risk Category: 11 Snow Durafion: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.139 L - - B Min Brg Width Req = 1.7 Code / Misc Criteria NCBCLL: 00 Mean Height: 20.25 ft CreepFactor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.526 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 F - G 1858 -2698 GCpi: 0.18 Plate Type(s): •,. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE B - C 1638 -2558 G - H .1849 -2678 C - D 1755 -2499 H - 1 1737 -2464 Lumber D - E 1858 -2698 I-J 1627 -2531 Value Set: 13B (Effective 6/1/2013) E - F 1858 -2698 J - K 52 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - S 2219 -1262 O - N 2039 -1158 S - R 2D45 -1120 N - M 2039 -1158 Wind 1f R - Q 2048 -1121 M - L 2036 -1157 Member design based on both MWFRS and C&C. 1m 'Afa w;' Q - P 2048 -1121 P - O 2700 -1558 L - J 2191 -1310 " 047162 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - S 275 -214 G - O 319 - 357 S - D 320 -304 O - H 799 -534 -S � D - R D P 81307 07 M - H H L 171 284 - 31 v� - E P -532532 308 350 - L I 258 -270 - - - -195 t w P-G 92 -84 SEftX 46 01 5A 38 FF 55 81 P.0 BB 7F 48 00 99 2E 85 FB St7t itnmr<"saatten clxzttacics�3gsig}tcdasi 5czled6y rsar •�9lnarttrses, €�L, ltc'. �.'a.iiiP{ i!k[ Lhmdals2 �hawa at*aW➢fYdflg a SFi�•i ��icntkaYwvstsure. meted vvlofdi&ds =nt= not ccW&ad*ne and=led ms! i�^c �:A�as44daant�ayceas�edfe m�zt �rarogrif�d.aracay�cctmnk rc�iu4. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have -bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of tTW 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 pa e listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this IoVs general notes page and these web sties: ALPINE: www.al ineitw oGin: TPI: www. into ; SBC/k www.sbdndu .00m; IM www.loesafe.ong Job Number: 136DCS014 I Ply: 1 SEQN: 631761 / T3 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: All Wgt: 198.8 Ibs .. / ... 10/13/17 ' 4'94 4'2"12 ' I T9' 73'12 ' E05X8 =3X4 =5X6 D E F 12 T 6 a 42X4C (a) Ia I 1 3� =4X%A2) B OI N M LK m5X6 m3X6 ®3X4 ®4= 3W i 3'9°6 T7"4 B. IZ8" 165"8 24'0"12 4' 9' (a) 31'8" T7"4 31'8" 5' G T 1H.,ff4X4(R) i M �1 N 1 B4X4 5' 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.185 E 999 240 B 1454 / 786 / 868 / - / 177 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.430 E 999 180 1 1380 / 748 / 713 J - /- I - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.116 I - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 20.51 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = - 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES g Max TC CSI: 0.635 Bearing B is a rigid surface.Soffit Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.651 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.950 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1806 -2572 Wind Duration:1.60 WAVE VIEW Ver: 16.01.01 B.0614.19 B-C 1719-2594 F-G 1807 -2572 Lumber C - D 1602 -2378 G - H 1079 -1579 D - E 1946 -2795 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values B - O 2265 -155B L - K 1370 -884 approved 1 /30/2013 by ALSO. O - N 2092 -1349 K - J 1370 - 884 ((- N - M 2092 -1349 J - 1 10 -12 Bracing % M - L 2813 -1798 (a) Continuous lateral restraint equally spaced on Or lx4 "T" 80% length of rages a member. reinforcement. web member. Same species & SRB grade or better,e i° ye Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113 tQ.S",min.)nails e a ' Webs Tens.Comp. Webs Tens. Comp. @ 6" oc. �»� C - O 240 -198 F - L 353 -415 D-0 371 -117 L-G 1401 -884 Plating Notes • - ' D - M 823 - 536 G - J 349 - 415 (")1 plate(s) require special positioning. Refer to e - M - E 312 -281 J - H 1469 -942 scaled plate plot details for special positioning � E - L 190 - 283 H - I 954 -1345 requirements. rSTAT E' OF Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus 4. ' y 4 � additiona_l nail clusters at: BRG.: (0), heel: (0), 1st , P Po ()• L Hangers / Ties 40 015A38 FF 58 9180 813 7f48 00 99 2E 95 FB (J) Hanger Support Required, by others mit item saaledbycts oMmarun=a PE M. Ut. L"-37I01 an the daaz Acm at arrm WAS a si%4 l Wind "enC mnws e- Member design based on both MWFRS and C&C. Mated ecetuaf"dw, A, mot Md rmas q=dwabd Right end vertical not exposed to wind pressure. and the MWIau +eotkata-acmerrr .r rya w.itaad mmycle mr ca�las: —WARNING— READ ANDIFOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I reqquire extreme care in fabricating, handlin f shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenF Safety Information, by TPI anctSBCA) fof safety practices prior to pertorming these functions. Installers shall provide temporary per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 910, cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the cronfonnance with ANSUI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawingg indicates acceptance of pprofessrona7 engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 2 SEQN: 676103 / T36 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O 1.Qty: 1 FROM: JAH DRW: Truss Label: Al2 Wat: 217.0 Ibs I ... / ... 10/13/17 fi T 7' 12'10"10 5'10"10 18'4" + 23'9"6 + 29'8° 36'8" 5'5"6 5'5"6 5'10"1D T m3X4 =5X6 m3X4 m5X8 4'10°4 f7"� 5'8°14 + 5'8"11 17" 36,82 2, � T1"12 12' 2' "2 18'4" 24'0"14 44 29'6"4 36'8" 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: 19.76 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value se "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. T T Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.276 E 999 240 B 2893 / 1503 /- /- /- 15.5 Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 H 2942 11567 / - / - /- / 5.5 Snow Duration: NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS HORZ(TL): 0.137 C - - B Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.509 Rep Factors Used: No Max Web CSI: 0.496 Maximum Top Chord Forces Per Ply (Ibs) Ff7RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 13 -11 E - F 2067 -4048 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1497 -2896 F - G 1873 -3670 C - D 1877 -3672 G - H 1485 -2887 D - E 2067 -4048 H - 1 23 - 24 No 047102 r STATE OF 40 015A 38 FF 5B Si 60 BB 7F48 00 99 2E85-F8 ThU hari Hvn bvm ctccia nettmdualed by Luwiti Marunox.. {R. ua.e471921 on urecaw Aawnabr wksa SRJ6.1 au�tlserti:atiea�lc, Ng-md o-p —fehi� docnrmwA art not cundiored Ognad and staled and t}c;.:irst w ant�aliascode meat tvaardfsesl a� a�alactranlr. C'rYy'itl1. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - P 2559 -1311 M - L 3717 -1908 P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1914 K - J 2563 -1302 N - M 3719 -1911 J - H 2550 -1299 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 333 - 76 M - F 393 -189 C - N 1293 - 662 F - L 416 - 565 N-D 413 -562 L-G 1301 -672 D - M 390 -185 J - G 327 -67 E - M 269 - 304 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�therwise,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 B3, 87 or,B10, e.. Appty plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to of ,irl i,orrorr acceptance any structure ris drawin any failure to build the on this drawing or cover page re design shown. The suitability i Job Number: 136DCS014 I Ply: 2 SEQN: 631765 / T23 / HIPS • 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: A13 I Wgt: 219.8 Ibs .. / ... 10/13/17 11 0 I m3X 1 3� T 113'10"10 20'4" 2676 33'8" 36'8" T I6'10"10 65"6 6'5"6 6'10"10 3' E3X4 =5X6 =4X4 -5X14 . -"qql -qqqq : P B12X4 7'1"12 T1"12 4X6 T T N a N O N M L K J I =4X6a4X6 m3X10 =5X6 �4X10 �4X6 1113X10 11" 6'8"14 4'4" 26"6 6'5"10 i_ 3' 6 �3 '2 20'4" I 248" } 272 33 "6 I 18" 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): -0.351 E 999 240 B 3380 12077 ! - l - 1- 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 1 3387 12121- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.074 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(rL): 0.159 C - - B Min Brg Width Req = 2.0 NCBCLL: 0.00 Mean Height: 20.01 ft Code / Misc Criteria Cree Factor. 1.5 p 1 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Bearing B is rigid surface. 9 a 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.653 Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: No Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens, Comp_ GCpi: 0.18 Plate Type(s): A - B 13 -11 E - F 2894 -4636 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.19 B - C 2134 -3445 F - G 2268 -3628 Lumber Hangers 1 Ties C - D 2766 -4444 G - H 1030 -1641 Value Set: 13B (Effective 6/1/2013) (J) Hanger Support Required, by others D - E 2894 -4636 Top chord 2x4 SP #1 Wind Maximum Bot Chord Forces Per Ply (Ibs) Sot chord 2x6 SP #1 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "l38" uses design values Right end vertical not exposed to wind pressure. B - P 3050 -1881 M - L 3703 -2325 approved 1/30/2013 by ALSC P - O 3067 -1885 L - K 3703 - 2325 O - N 3067 -1885 K - J 1461 -915 Nailnote;5 N- M 4484 -2802 J- 1 3 -2 Nail Schedule:0.128"x3", min. nails4.�e* Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c.' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Webs : 1 Row @ 4" o.c. Use between equal spacing rows and stagger nails No 7. C - P 392 -89 F - K 693 -901 in each row to avoid splitting. . C - N 1556 - 995 K - G 2447 -1527 Special Loads wa q 16 Ma N - D 435 -477 G - J 557 -725 --(Lumber Dur.Fac =1.25 / Plate Dur.FaG.=1.25) 4 10 D- M 173 -105 J- H E - M 333 -344 H - I 1741 -1090 1068 -1698 TC- From 56 pif at -1.00 to 56 plf at 7.00' TC- From 28 at 7.00 to 28 at 33.67Ci M - F 1060 -646 pif pif TC- From 28 pif at 33.67 to 28 plf at 36.671 ` "sr BC- From 4 plf at -1.00 to 4 plf at 0.00�� w4 BC- From 20 plf at 0.00 to 20 plf at 7.03mv�d 10 7.03 to 10 36.67 BC- From pif at pif at TC- 339 lb Conc. Load at 7.03 I , TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06 ai SERLk 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33,06,35.06 40 015AS8 FF 50 8113081371748 00 992E85 FB BC- 538 lb Conc. Load at 7.03 z%istsamisabcmclesxcn °sjsi aawtd=1adbyLUm1L4ArtV= BC- 127lb ConG. Load at 9.06,11.06,13.06,15.06 K(FL.�•r47102IMth. x�a�6�'a+ sawm-1 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 fenfita Coda., 33.06,35.06 tadcrP&s, fdisd_t wat mot =sadsmdsiewdmism W and tlae adz sthentScaad sscds ms the gv#f_,i ca=ydcctrmnit raVlas. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building fo'r to these functions. Installers temporarryY om.ponent Safety Information, by TPI and'SBCA) safety practices prior performing shall provide iracmg per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join? Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. 41pine, a division of ITW Buildin�!L�Components Group Inc :shall not be responsible for any deviation from this drawing,any failure to build the bracing this drawing :russ in conformance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or isting this drawing indicates acceptance of rofessiona engineering responsibility solely for the design shown. and use of this drawing for any structure is thje responsibility of the Building Designer per ANSI/TPI I Sec.2. cover page The suitability Job Number: 136DCS014 Ply: 1 1 SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OIL O Qty: 1 FROM: JAH DRW: Truss Label: B01GB Wgt: 64.4lbs .. / ... 10/13117 f 7' I 14' 7' 7' �— 3 fTYP1 E=4X4 M L K J I 14' 14' { Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.003 1 999 240 H• 80 / 47 / 40 /- / 11 / 168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.003 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 M - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL):-0.003 M - - Bearing B is a rigid surface. Mean Height: 20.01 It NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria CreepFactor: 1.5 Soffit 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.128 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Camp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.098 A - B 27 0 E - F 270 -52 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 74 -61 F - G 192 -68 GCpi: 0.18 Plate Type(s): C - D 177 -52 G - H 8B -107 Wind Duration:1.60 WAVE VIEW Ver:16.01,01B.0614.20 D-E 262 -53 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - M 136 -52 K - J 149 -55 Webs 2x4 SP #3 M - L 145 - 53 J -1 142 -56 Lumber value set "'I3B" uses design values L - K 149 -55 I - H 133 -59 approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply (Ibs) Plating Notes ' ' Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. sa ee, s�� C-M 232 -129 J-F 305 -115 Wind TZ D - L 310 -119 I - G 329 142 Member design based on both MWFRS and C&C.' E - K 13 -75 No 047M Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. OF ' =STATE 40 015A38 FF 5B 81 BO BB 7F 48 CO 99 2E 85 FB 3'>att item has isen ckrrz }vaned&,A=ledby lAasysel manks, iE (z1, uc.r4lunj on the ctascahowaabaw U^ bg aSNA'3 aa�t etststaS3en �1e. �r'nted zrgriasatlas dflct rr,L ra a�at cu dii ttds we=tl=lad M the S'x...eA tenrcatiemseadc must U writ'a d Many dedrea c cjes. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrYY bracing per BCSI., Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceitlnq Locations shown for permanent lateral restraint of webs shalt have bracingp 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 JoiniDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buifdinpp Components 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 ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitmoom; TPI: www.tpinst.org; SBCA: www.sbcindustrV.com: IM www.jccsafe.oni C Job Number: 136DCS014 Ply: 1 SEQN: 676050 / T26 / SPEC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss label: B01 I Wat: 105.0 Ibs I I ... / ... 10/13/17 T I i 12' 15'10" 19'8" 21'B" 7' 1 5' 3'10" 3'10" 2' C=4X4 T 126 F:;- T Z5X10(SRS) 1112X4 D E =6X8 F n (a) d M =3X4(A1) B L'=3X4(A1) v L K J I 1 =6X6 1112X4 =6X8 1112X4 r 1, TI-12 5' 3'8"4 3'8"4 2'1"12 T1"12 12'1"12 15'10" 19'6"4 21'B" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 1550 1- l - l - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 /- / - ! - / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.191 C - - B Min Brg Width Req = 1.5 Mean Height: 20.01 it Code / Misc Criteria Cree Factor. 1.5 G Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf p Bearings B & G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.841 Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.06 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 -3264 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.0113.0614.20 B - C ' 840 -1361 F - G 928 -1584 Lumber Tray Scab(s) C - D 824 -1363 G - H 27 -25 Value Set: 13B (Effective 6/1/2013) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach D - E 1914 -3264 Top chord 2x4 SP #1 scab to face of chord with: Nails @ 8" oc, plus Bot chord 2x4 SP #1 additional nail clusters at: BRG.: (0), heel: (0), 1st Maximum Bet Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 panel point. (0). Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "'I3B" uses design values B - L 1149 -681 J - 1 1389 -798 approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802 Bracin K-J 4010 -2361 MAt? (a) Continuous lateral restraint equally spaced on 1i �NMaximum Web Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of � Webs Tens.Comp. Webs Tens. Comp - web member. Same species & SRB grade or better,. attached with 8d Box or Gun (0.113"x2.5",min.)nails � as - �a C - L 788 - 332 E - J 194 -196 @ 6" oc. No 047,82. L - D 1716 - 2890 J - F 1944 -1157 D-K 121 0 I-F 104 0 Special Loads D - J 463 -774 --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 pIf at -1.00 to 56 pIf at 7.00 " a tr TC- From 56 If at 7.00 to 56 If at 12.00, -, TC- From 56 pIf at 12.00 to 56 pit at 15.60 TC- From 28 pIf at 15.60 to 28 pIf at 19.67 y "r A4, TC- From 56 pIf at 19.67 to 56 pIf at 22.67 BC- From 4 pff at -1.00 to 4 pIf at 0.00�+mow BC- From 20 BC- From 10 pIf at 15.60 to 10 pif at 21.67 BC- From 4 plf at 21.67 to 4 plf at 22.6 TC- 33 lb Cone. Load at 16.60,17.60 SERIAL TC- 51 lb Cone. Load at 19.64 4001Sit38FF50818013137F4800992€85FB BC- 32lb Cone. Load at 15.60,17.60 r4$Itamius asckurmz3ca tsf nedwdwalcdbyFAwum7naartnu, BC- 37lb Cone. Load at 19.64 PEVL. M.N7193tan mdats i weatxi � gasxT°a zU1twdQtAM=d& Wind tndcr4sUaxarzhk dotrxaeraara natdi*sed a� znd ssmla6 Wind loads and reactions based on MWFRS. a, eri�=a samctstr� ccan sruvs�fary�actrmr� cnplm **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural 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 83, B7 or 610, as applicable. Apply plates to each face of truss aqd position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with 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 su"stability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2. :or more information see this iob's general notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.oro: SBCA: www.sbdndustrv.com: ICC: wwmiccsafe.orn Job Number: 136DCS014 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: B02 T 0 15 T 10'6"E T 3'6"6 C 1114X6(R) Ply: 4 I SEQN: 685222 / T12 / Qty: 1 FROM: JAH Wgt: 137.2 lbs 14710 18'2"6 3'8"4 3'11"12 =6X8 =H1315 1114X5 IIN DRW: . / ... 10/13/17 21'8" 3'53'S� T T� 1X16(B3) i' 1, 774 37"10 39"12 3'5" 2'11"6 . 7'2"4 10'9"14 14'7"10 18'0"10 21' 8"j 21'8" 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: 20.01 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 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 2x8 SP #1 Webs 2x4 SP #3 :W1, W2 2x4 SP #1: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bet Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 022"-0.25" min/max dia. X 6.0" length wood screw at each joint location. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads -(Lumber Dur.Fac =125 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 10.53 TC- From 56 pif at 10.53 to 56 plf at 18.20 TC- From 56 plf at 18.20 to 56 pif at 21.67 BC- From 4 plf at -1.00 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 pif at 7.13 BC- From 10 plf at 7.13 to 10 plf at 21.67 BC- 3387 lb Conc. Load at 7.13 BC-1380 lb Conc. Load at 9.06 BC- 1385 lb Conc. Load at 11.06,13.06,15.06,17.06 BC- 1474 lb Conc. Load at 19.06,20.60 1 Snow Criteria (Pg,Pf in PSF) Defi/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): 0.263 J 975 240 L 6025 13446 / - 1- / - / 5.5 Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 G 8685 14496 / - /- / - / 5.5 Snow Duration: NA HORZ(LL): 0.073 C - - Wind reactions based on MWFRS HORZ(TL): 0.165 C - - L. Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = 2.2 Bldg Code: FBC 2014 RES Max TC CSI: 0,534 Bearings L & G are a rigid surface. TPI Std: 2007 Max BC CSI: 0.894 Rep Factors Used: Yes Max Web CSI: 0.867 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.01.01B.061420 W' d Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 7 - 6 D- E 3577 - 6522 I B - C 1837 - 3230 E - F 3123 - 5819 in C - D 1895 -3340 F - G 2169 -4092 Wind loads and reactions based on MWFRS. Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp 4001SA38 FF5B81BO8B7F4800992E85 FB Thu Itemieast•IvMelcdries-q AxPcd w4 uatcd by Marrzr9 Aearh,=' ?E.(Fc.us.r�z:&z.!ae tLmdasc xWswr}abawm tsx7egaswAa ae;ffitentitat�eas�fe. smite T.�" .Ytav�ran�9iaa cc�a rnssrt Dez+rsifl.raa aaydettrmrm� xazrJns. B - K 2874 -1628 1- H 3736 -1965 I K - J 6491 - 3572 H - G 3663 -1930 J -1 5878 -3165 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 2843 -1583 E - I 241 - 337 K - D 2081 - 3876 1- F 2276 -1266 D - J 175 - 29 H - F 822 - 386 J - E 714 -467 *`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, by TPI anr7'SBCA) for saiPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or I e. ADI plates to each face of truss and Dosition as shown above and on the Joint'Details. unless noted otherwise. (2efer to a division of ince with ANSirl PI 1; or for handling , ing indicates acceptance of profe, F.drawing for any structure is the re see this job's general notes page and these we its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS014 I Ply: 1 SEQN: 676121 / T55 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: M2GI3 Wgt:14.0 Ibs .. / ... 10/13/17 12 4 C 2M(A1) B0 T- M D I 21 � 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA D• 104 / 51 / 80 /- / 21 124.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 D - - B Min Brg Width Req = - EXP: C HORZ L -0.000 D - - BearingB is rigid surface. Des Ld: 37.D0 Mean Height: 15.00 ft )t a g NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 1.5 TCDL: 4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.169 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 BCDL: 5.0 psf P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/ TPI Sid: 2007 Max BC CSI: 0,034 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.032 A - B 19 0 B - C 9 -29 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Chords Tens.Comp. Lumber B - D 166 -20 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values C - D 87 -32 approved 1/3012013 by ALSC Plating Notes All plates are 2X4 except as noted.e�x. ENO NIV%W Windo , Member design based on both MWFRS and C&C. Rd- 04710:2 STATEr 40015A39FF5881BOBB7F4900992E85FB M Itemh=b� akctrr ;a�gzr,�ned 1ealadiy m2wa Mardw,. (FL, lPt. GdlFH3! o-atit� eatsshawaa6:rr� � a SNA 1 en�ca�ces,z�ir fr�md ct��txe�'tH� ilaraac-a m� c�c+t aa�'nd �nad:mil r�aicE 2t9f� Jt�.�'iv±d':a:ABieliYiCS9PEirslf�e ffif#SI�A?srHb:.d. Cfii Shy cietltDrk '. calm —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7'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 SCSI 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 [Buildingq�Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the truss in conformance with ANSIItPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this rawing 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: 136DC8014 Ply: 1 1 SEQN: 676117 / T22 / GABL 4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: M6G6 Wgt: 28.0 Ibs I / ... 10113/17 3' 5' 6' 3' 2' 1' E 12 4o C m io N � 2X4(A1)B N U i F t H G 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: %00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) 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 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS S16016ENC1DOB15 & GBLLETIN1014 for gable wind bracing and other requirements. 6' 3' 2' i 1' 3' ' 6' Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.002 H 999 240 F* 85 140 / 61 /- / 17 / 72.0 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brig Width Req = - HORZ(TL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.074 A - B 19 0 C - D 12 - 98 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 Plate Type(s): ; WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per PIY (Ibs) No 0471021 .. STATE a 40 015A 38 FF 56 8180 BB 7F4800 99 2E 85 FB Thk ItatscRsss.t%a�nektlt�s$gnud :ralad bf Mar=l Martine :�'� €#i. tii.. `k�ir.F&Tt a!1 tea-StmWR aLet�& kN�1� a SH.�i ietlLitat#a%is6de. 3xtatad cag�iosesitf�s tiarr,€^.ntaaa a�atmufm9 sFan� :sala€E ausd tic. �Zas.�thcnY:ca3uuectade nrst Leuarif2wtmaayrmtactimr3: rcyfax. Chords Tens.Comp. Chords Tens. Comp. B - H 275 -25 G - F 2B9 -27 H - G 285 -26 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E-F 49 -19 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 285 -134 D-G 249 -W —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporaryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly wid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover pa e ie design shown. The suttability Job Number: 136DCS014 I Ply: 1 SEQN: 676123 / T4 / MONO 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 9 FROM: JAH DRW. Truss Label: M6 I I Wgt: 25.2 Ibs .. / ... 10/13/17 12 �4X4C 4 T r r LO a0 r � M 2X6 D 'n~j 2X4(A1) B 3 A L_j 7 —L 1112X4E 5'8"S 1' 518118 QITA I E; Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 ! - / 101 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 / 114 1137 / - /- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS EXP: C HORZ L 0.012 E B Min Br Width Re 1.5 Des Ld: 37.00 (T )� 9 q = Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 1.5 D• Min Brg Width Req = 1.5 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.209 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.325 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 A - B 19 0 B - C 52 -131 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP 91 B - E 90 -178 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values Maximum Web Forces Per (Ibs) 9 Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC ty D - E 102 -36 C - D 1336 -640 Wind. Member design based on both MWFRS and C&C. e .Pool ie 18. n � t,. STATE qF -�Of . t 40 01 SA38 FF 58 8180 BB 7F48 00 99 2E 85 FB WsItem hsnt ackzat aca /s neaWAu icdbylaartinea, sE(�L.Ik. CNiTasa.(rnrt'Aac$s2e shaavaalaa�u.�gasF£t i authentiaau�e.. stud.capimsrarch�stiweira�rta�mat esr�sail �na�€�ad �a4ad an6 tF.z �7.a 2sv�antatatexe ca^lensat to aadtcd �sategnflmmctta�.. . fas.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqguire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7 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 sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or•610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Gr1 up Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handlingf shipping, installation and bracing of trusses_A seal on this drawing or cover page_ listing this drawingg indicates acceptance of Ipro essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. r i Job Number: 136DCS014 Ply: 1 SEQN: 676020 / T39 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: 'V1 Wgt: 42.0 ibs .. / ... 10/13l17 T 3'8" T10" 1118" I' 3.8" I 4'2" 3-10" 12 III?,X4 6 11'8" _ i -414r 3'8" 3'8" 4' 1 7'8" 111'8" 4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.010 E 999 240 D" 75 143 / 39 / - / 7 / 140 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L -0.007 E - - )t Bearing G is a rigid surface. g NCBCLL: 10.00 Mean Height: 20.04 ft Code ! Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.193 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0A08 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.092 A - B 6 -3 C - D 16 -52 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 6 -3 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) G - F 3 -6 E - D 20 -29 Top chord 2x4 SP #1 F - E 3 -6 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "138" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/3012013 by ALSO A - G 145 -75 E - C 279 -167 WindWN B-F 310 -270 Member design based on both MWFRS and C&C. W Ago r,t,. '4 Additional Notes See DWG VAL160101014 for valley details. No 047102 STATE OF 40 01 5A 39 IFF 58 81130 BB 7F 48-00 99 2E 85 FIB *,h Itemhutas�aftIrA ssaladbg M.0kxir Mantna2 PE(FL. Lbc.OM221 on Me da5:a shilw�n akmz� arcing a Stt$-i =thfndmw rya. wetted ccpr. aftidy d-uttent armnot aAW&md g 'sndvcand an6 tic wsa antaadwroCode mast U vewbd CA my dactfar& satins. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "imPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI., Unless noted 0 he— e,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover pa e, listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8uiiding Designer per ANSI/TPI 1 Sec.2. For more information see this 'ob's eneral notes pacte and these web sites: ALPINE: www.al ineihv.com: TPI: %wnv. inst.o ; SBCA: www.sbcindu .com; IM www.iocsafe.org Job Number: 136DC8014 IPly: 1 1 SEQN: 676024 / T35 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4E1 B Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: V2 I Wgt: 36.4 Ibs .. / ... 10/13/17 1181, � + 5'10 { 98" { 1'8" 47 3'10" 12 II�X4 ///4X8(R) Q 6 A 1112X4 T 3X4(D1) D -eta F 1112X4 E 9,8„ 4' 4' 518" 918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 E 999 240 D- 75 / 44 / 40 /- / 9 1116 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.007 E - - Bearing G is a rigid surface. NCBCLL: 10.00 Mean Height: 21.04 It TCDL: 4.0 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.233 Maximum To Chord Forces Per PI Ibs P y ( ) Load Duration: 1,25 MWFRS Parallel Dist: 0 to h 2 TPI Sid: 2007 Max BC CSI: •0.117 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it I Rep Factors Used: Yes Max Web CSI: 0.110 A - B 1 -2 C - D 20 - 54 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: B - C 1 -2 GCpi: 0.18 I Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) G - F 2 -1 E - D 16 -31 Top chord 2x4 SP #1 F - E 2 -1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-G 31 -51 E-C 321 -173 Wind B - F 369 -235 Member design based on both MWFRS and C&C.�e Additional Notes , ^a• . See DWG VAL160101014 for valley details. 40 015A38 FF 56 8180 8B 7F4800 99 2E 85 FB s#1t 3[ernPrsslrccn'alscRe�n$c�ys�jtnd arm9s�alad fry t�rwsd Martfnaxx� eE(�i.. t}t.W192f a e01adaft .n'hnsvma�a us&ngaSMA4 x�mntkax&srsexrlr. etmd e�iaxm5ttds d�r_rr ;*s2 arm c�ota^aasti#risd-�n�:�ans! sealed sad ttvs��as.�estkSS�atcr�le raseitm aa:rifk�.ricsrayrdactem"k «ayina. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hands q shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Grol p 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 drawin indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 676026 / T56I VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V3 Wgt 28.0 Ibs / ... 10/13/17 3'10" 7'8" 3'10" 3'10" 12 ///4X6(R) 6 A 1112X4 B T 3X4(D1) - C 1 .ev4 E 1112X4 D 1112X4 7-8" 3'8" 4' 3'8" 7,8" Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefi U# Loc R / U / Rw / Rh / RL / W C* 74 146 / 41 / - / 12 192.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 D 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L -0.007 D - - �) BearingE is rigid surface. a g Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.04 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp. A - B 9 -7 B - C 12 -57 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.114 Lac. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.16 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Chords Tens.Comp, Chords Tens. Comp. Lumber E-D 6 -8 D-C 24 -39 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC 1) Wind Member design based on both MWFRS and C&C. Additional Notesw®a r See DWG VAL160101014 for valley details. OF �r * -' oflil Oil .$ 40 01 5A 38 FF 50 8180 BB 7F49 00 99 2E85 FB %U ltamhaa baenekaranlagy ad ztsdY aiad by°. Sasaaaim rtr:sc7 ?£ (FL. ttt.Q47f52t eoifts rz42 shawa atxiva sr�ag a SMh-i aTd3ifEdit�7t'aS89 £iSdC. P1Bated cea atmin arxds dMu notcmwt6wnd dculiandsoakd Z .11Aa.f.Mtee4uSQsmusr-a4*cdfWCA a dretMr'L- caxs<i"x. —WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq7uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structufal sheathing and bottom chord shall have a propperly Locations for lateral have bracing installed BCSI 63, B7 610, attached rigid ceiling shown permanent restraint of webs shall per sections or as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW 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 suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinit.orgSBClI www.sbcindu .coin ICC: www.iccsafe.orq Job Number: 136DCS014 I Ply: 1 SEQN: 746866 / T371 VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V4 I Wgt: 25.2 Ibs / ... 10/13/17 1'8"8 1 5'8" 118"8 13'11"8 12 6 p B=4X4 1112X4 A N N=3X4(D1) =i C 1 -eta E 112X4 D 1112X4 5.8" 1'8"8 1 3'11 "S 1'8"8 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W E* 74 / 29 137 / - 110 168.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.020 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.009 D - - )' a g BearingE is rigid surface. Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 23.07 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp. A - B 51 -18 B - C 51 -41 Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.059 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 I Plate Type(s): Maximum Bot Chord Forces Per Ply (ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 4 -3 D- C 4 -3 Value Set 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values A - E 95 -46 B - D 198 -137 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.MAP Additional Notesx% See DWG VAL160101014 for valley details.s' 047,182 . Ir OF. .�' ' 40 015A 38 FF 515 81 BO BB 7F 48 00 99.2E 85 FB rnuItainIt=bemneto s�nadasdacalad tr; t aaaaac7 MartkemT P£ (fit.. uc. 0431-1E2t an the dada Shawn abase w,dns aSH,41 =*eAdcst3casa0dm _ tadcC&sa3thandnccsaaaatwonot crassdc ds adaza sarmbd me tFe 54A l at aa.amfioawde n-t tam z Ah--d W amycdectrmr csx�Pmt: "*WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]wire 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 o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. oft russ ,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 handling, shipping, installation and bracing of trusses.A seal on this rawing or cover page_ _ for the design The listing this drawing,indicates acceptance of Ippro essfona engineering responsibility solely shown. suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's eneral notes a e and these web sftes: ALPINE: www.al ineihv.com; TPI: www. inst.o SBCA: www.sbdndu .abnY IC www.iasafe.a Job Number: 136DCS014 Ply: 1 I SEQN: 746867 / T38/ VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V5 Wgt 16.8 Ibs / ... 10/13/17 1'8"8 1 3'8" 1'8"8 1'11 "8 12 6 B=3X4 3X4(DC 3X�(D1) 1"12 3'8" _1 3'8" TV Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.005 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - - EXP: C HORZ L 0 002 Des .00 Mean Height: 23.57 ft ) NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.058 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. low MA03,Zt-#,r Additional Notes See DWG VAL160101014 for valley details. +'0471,02, wo via .. wo J� STATE *� 40 01 SABB FF 55 81 BO 613 7F48 00 99 2E 85 FB Sik i:et::i�., elatims#.cs�,y:d�trad � sralncitry FiSaxusd namtinos PE vM, uc.rAP92.1 on the dtt& Awn ab= Wno a SMA autEsendmtk mdo. s'�atcd c��satttsss doscx-srt euEcaeaxidesed ;ie�ma�ax�� stsi�ts ar,E 3ha SiA : �^::i3veniva4ie¢etrle mast Ca ac�afiad ta't aer�a9ecttmnb� tae�los. ♦ Maximum Reactions (Ibs), or'=PLF LOG R I /Rw /Rh /RL /W A' 71 /23 /31 /- /7 /44.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 192 -144 B-C 189 -141 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 136 -145 "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, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, e. ADDI Dlates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover pa e_ im. The sui brhty i Job Number: 136DCS014 Ply: 1 SEQN: 746868 / T21 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 28 FROM: AH DRW. Truss Label: EJ7 I Wgt 23.8 lbs / ... 10/13/17 C 77 12 6 CM O to M Ch V' =2X4(A1) B �L A D 1' 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 336 1155 / 257 / - / 211 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 126 1102 I - 1- 11.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.022 D C 171 / 169 / 85 / - / - / 1.5 Des Ld:EXP: C HORZ L 0.031 D - - ) Wind reactions based on MWFRS CL 10.00 NCBCLL: 10.00 Mean Height: 20.00 ft 9 Code ! Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Softit: 2.00 TCDL: 4.2 psi BCDL: 5.0 sf P Bldg Co g de: FBC 2014 RES Max TC CSI: 0.533 D Min B Width Re - q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft 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. Camp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Lumber A- B 27 0 B- C 77 -160 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "13B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. • *eNo 04710.2i a m STATE QF Ito 40 015A38 FF 56 81808B 7F48 00 99 2E 85 FB asf$fsemr t ,akus� nc�andwaladbVts"wtIKftrW 'E( .t i:471 wI on the dasasimWeabs0[wing a SRA-L tliaadcaaimcr d& z'aw2dccgImaftfnsdcsiauaAaranatcrssliwed%fpadands bd =n Hk_.1WAaxaenthatL-AWAOrnwtbAa dfvdMwyel"Im'k cWias,. -WARNING'- READ AND FOLLOW ALL NOTES ON THIS DRAWING! j "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigpid 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 fruss'and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance oIf pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is, jKe respons!bility of the Building Designer per ANSI/TP11 Sec.2. Fnr mnra infnanafinn sae this inh's aenerai nnfes nacre and these web sites- ALPINE: www.ainineltw.com* TPI: www1i insLom: SBCA www.sbcindusfrv.com: ICC: www.iccsafe.oro Job Number: 136DCS014 Ply: 1 SEQN: 676030 / T5 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW: Truss Label: EJ2 Wgt: 11.2 Ibs / ... 10/13117 1 0 12 6 C TT Lo 2X4(A1) 2' 1 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# 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 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.76 ft Creep Factor: 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.099 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and CBC. 11 STATE OF 40 01 5A 38 FF 58 8180 BS 7F48 00 98 2E 85 FB Aral it¢txtntsiNce» mkgsnad am9.maisd t+Y vtash�l Adarta�as niL.Lk. "71H21 on the dim lhawaal;a'm errng a m4a ' at�^ds sa;tica�er, sttaia. 7imted c" atrthh dfr-czetatisrs not craasidmmd sknad an$ smmtsd entirat 3avfcntkAU=cadaam�t to w4bd.ataayedectwok km 11 ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 163 168 / 144 / - / 63 15.5 D 32 /6 /30 /- /- /1.5 C 33 /28 /10 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —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, by TPI an7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, e. Am v plates to each face of truss and position as shown above and on the Joint- Details. unless noted otherwise. (2efer to a division of V51/ I NI 1, or for nar Res acceptance of for any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability TPI: www.tpinstorg; SBCA: i Job Number: 136DCS014 I Ply: 1 SEQN: 676032 / T59 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: EJ2A I Wgt: 11.2 Ibs .. / ... 10/13/17 A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.76It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf . Load Duration: 1.25 MWFRS Parallel Dist: h/2 t Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C -IMPORTANT"" FURNISH THIS a division of ITW Buildingq Components conformance with ANSI PI 1, orfor h this drawing indicates acceptance ce of this drawing for any structure 12 C ;2X4(Al) T M `i' `O D 2' h - 1' 2' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct:'NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W B 163 / 68 / 144 /- / 63 15.5 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 32 / 6 / 30 ! - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 / 10 I - I - / 1.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.099 D Min Big Width Req = - TPI Std: 2007 Max BC CSI: 0.023 C Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. ff FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.018.0614.20 WAVE A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A 38 EF 53 8180 BB 7F48 00 99 2E 85 FB r7iis IEsm hisstmnaisclr jx rod and uWad by rAar-0 Mart6sa:, �E€i't..ttc.r�trsi(c�i�rdaazsMswnat��m�'nsasN�3 ac3henacaffi�s�a9a. Fzhlt dcgr�xofulsd .is not QmAdmd 14n.6 WA rabd Zthc ins entcaSicswCen slCcaaritidsas=Vdedfonk rwax. LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS aping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporarryy have properly attached structural sheathing and bottom chord shall have a propperly oral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ition as shown above and on the Joint- Details, unless noted otherwise. Refer to shall not be responsible for any deviation from this drawing any failure to build the ipping, installation and bracing of trusses.A seal on this drawing or cover page. . aonaQ engineering responsibility solely for the design shown. The subility lonsibilttvofthe Building Designer per ANSi/TPI1 Sec.2. IJob Number: Truss Lay dens-2501 ""D"IOL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Qty: 5 8 Ibs I FROM': AH 095 / T18 / JACK I DRW / 10/13/17 I C 12 6 M O to T r CV CM 2X4(A1)B —y=3 A MA D 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: It EXP: C Des Ld: 37.00 Mean Height: 19.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.010 D - - Code / Misc Criteria Creep Factor. 1.6 . Bldg Code: FBC 2014 RES Max TC CSI: 0.329 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE No 047102 A 40 015A38 FF 50 81 BO BB 7F48 00 99 2E 95 FB 4f.3s i3ernhua besfx ciec3zanica's'�,sted. taalcd fzy Taal ktartx; -;£:�L. t�.eaizsz{ cn�etas��sTwe�m ate a,� a slr�a enr4ara�a- ftmEgi erylnaftfds dwa n.,t=Hitt rnea &vadsa�,yu:��dsamlc�d and nut t�,eacdiacowideamak cr 14L ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 1 123 / 208 / - 1155 / 5.5 D 90 /17 /70 /- /- 11.5 C 119 /115 /58 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"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, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o-therwise,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 610, r ie Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of i ri i, or Tor r acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability e Job Number: 136DCS014 I Ply: 1 SEQN: 676083 / T11 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss label: BJ5L I Wgt: 18.2 Ibs / ... 10/13/17 T 12 6 1)B A �— 2'1 5' 5' 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: 19.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 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): -0.005 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.419 TPI Sid: 2007 Max BC CSI: 0.172 Rep Factors Used: Yes Max Web CSI: 0.000 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW V.er: 16.01.01B.0614.20 40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 95 F8 Vfu ltetrIm,bsan alez! aigziad=6=aid by tAmml Martinez, i*£a. Lk.g4ni2t ca the daft ahawa Abo daSHAa aa�tsr,Gcaticeesdr. itdd ccpa=Qfthis dffivir» AarmAot mnl dd and lad Z €f145xi.Ya'u SasPrsas snseofarn t3mnerSf3ef os dattrar 5'13t;ldz.. C ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 337 / 181 / 297 / - / 179 15.5 D 87 110 175 1- l - 11.5 C 109 /105 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 52 0 B-C 49 -122 Maximum Bet 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, handlin shipping, !ristalling and bracing. Refer to and follow the latest edition of BCSI (Building ( Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herw!se,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 bracingg installed per BCSI sections B3, B7 or 610, le. AoDTv slates to each face of truss! and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to a division of ITW BuildinaComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installahon and bracing of trvsses.A seal on this drrawtng or cover page, this drawing indicates acceptance of, profess€onaT engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 676097 / T19I JACK 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs / ... 10/13/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 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 C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Sid: 2007 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 STATE OF 40 015A 38 FF 5B 81 .B0 B5 7F 48 00 99 2E 85 FB rf,h Item ha.bem clednod.ueA :.caiad by M: zotl Martimem a"ir€r'L,tie. G.SraE2i on no.a 594-1 ��ts ent`+cit# sasi� nbled eapimo*fthi' d Emma m notcsnaxftfwed sl tYt"dantf sealod and the aeiAq'.a .haatfraA a code mustbaxedfad mazyd"tmnk act�ns, 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 /95 /162 /- /101 /5.5 D 51 /8 /42 /- /- /1.5 C 64 /62 /28 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -110 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI1fPI 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 dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. n Job Number: 136DCS014 I Ply: 1 SEQN: 6760811 T54 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ3L I I Wgt: 14.0 Ibs .. / ... 10/13/17 T A 12 6 2X4(A1) B �I 2' T 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pr: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 D - - Des .00 EXP: C Mean Height: 18.76 ft HORZ L 0.007 D ) NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 Load Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2007 Max BC CSI: 0.158 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 113012013 by ALSO Wind Member design based on both MWFRS and C&C. 40 015438 FF58 81.80 867F4800 99 2E 85 F8 atitltnmRuatxccn akcimzceips�+rsad'.asa9ubalaa toy i.1Asa.�7 MAtttsteA, PE (a. Lk. Gi7183l on a* daffi shown AEA wine astwa a:�cnctCA�eaxsxxtc. aM thes A-1 a.,ffimd6tk=ccde ma t tw vsrifat carargdcdmn1 - rrsiac.. ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W B 281 / 164 1269 /- 1125 / 5.5 D 48 /19 /54 1- !- /1.5 C 45 145 / 23 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. A-B 52 0 B-C 20 -94 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, by TPI ana'SBCA) F saiPety practices pHor to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq ins tied per BCSI sections B3, B7 or BID, e_ AooTv olates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability e of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: Truss Label-26DCS014 Qty: 8 .21bs FROM: 676099 / T20 /JACK / 10/13/17 4EH8 Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW: 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 " 12 6 C 2X4(A1) B 4"3 A D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 18.50 ft ' TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) 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 Ff1RT:20(0)/l 0(0) Plate Type(s): WAVE 10 M O LO r r co r DeflICSI Criteria PP Deflection in too Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D - HORZ(TL): 0.001 D - - Creep Factor. 1.5 Max TC CSI: 0.171 Max BC CSI: 0.016 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 16.01.01B.061420 40 015A SE FF 58 8180 B87F48 CO 99 2E 115 FB YA,ttItem Lubeen al:rAaca�:ca dd arzl caWbMam el Mtartkicr, .PS (a. tic.C471221 am lie Cate ehcwa ate ts^ing a SHAa'3 auftntc =nMd*. esr�ted sepias mf than do_cx;s��t zam "at cna�$dcand ni Cmd vcalnst m,e ltir,.e,.r":�s;F av�cnticatima�a Host t,x.wer#f9e9 raa aa3°c9setmrsY. carylcs. ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 150 187 / 146 1- / 49 15.6 D 11 /11 119 /- /- 11.5 C -14 / 29 127 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly KK. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or t . Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z far standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page . _ this drawing indicates acceptance of professional engmeering responsibility solely for the design shown. The suitbility re of this "awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineftw.com: TPI: www.tpinst.org; SBCA' www.sbcindustry.com; [CC: www.iccsafe. i Job Number: 136DCS014 I Ply: 1 SEQN: 676101 / T27 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 3 FROM: AH DRW. Truss Label: CJ7 I Wgt: 42.0 Ibs .. / ... 10/13/17 6'3" 9110"1 6'3" 3'7" D 4.24 p —13X4 C v � h fM M d 2X4(A1)B I T A ILJ =5X6FE 1112'X4 15 l 6'1"4 6'1"4 + 93"4 911 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1199 /- /- /- 17.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1176 /- 10 / 0 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 /- /- /- 11.5 EXP: C HORZ L 0.009 F - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Hei ht: 19.99 ft ) 9 Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.6 Noffit: 2. 0 TCDL: 4.2 psf E Min Br Width Re - Soffrt: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 g q = P D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.308 Re Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft P Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpl: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber A- B 9 -8 C- D 72 -74 B - C 382 - 638 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp., Chords Tens. Camp. Lumber value set "13B" uses design values B - G 578 - 337 F - E 0 0 approved 1/30/2013 by ALSC G - F 570 -339 Loading -t ff Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs.e�ee ' Webs Tens.Comp. Webs Tens. Comp. Wind G - C 181 0 C - F 406 -684 Wind loads and reactions based on MWFRS.' ;.N6 0 4. 7. STATE QF 40015A38FF503160857F4E00992E95FB ads rtamhw hem by Fisa 'M marti'mr, (Fl.. t€c. 0471921 an the d=shown abase-it�ag a VA4 asad� .'ttian¢seta. ?sbtad c0pinoftlis dwi m= me fflotamAiw.g i4pw �d:salad 2MS}seMA'!z"JimtIMUMMccde M=ttm adfa dMangdactmar- cvpias. —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, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is iflte responsibility of the Building Designer per ANSIITPI I Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 6761051 T53 / HIP_ I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: CJ2 Wgt 12.6 Ibs 1 ... 10/13/17 12 C 4.24 F T U') ih ti 1'S" 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: It EXP: C Des Ld: 37.00 Mean Height: 18.74 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 byALSC Loading Hipjack supports 1-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 2r9"3 2'9"3 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): -0.000 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.084 TPI Std: 2007 Max BC CSI: 0.013 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE a? 4 9t 4 � STATE OF 0 40 015A38 FF 56 81 BO BB 717 48 CO 99 2E 85 FB Thu ltarn'haa and salad by Mari lmwth*z' not.. Uc. C4710j m 1 the daU shaven abwmt using a S11A4 assthentycatkas sadr- ?rtatad cop&tzarthitd�crrntara not c dtsad ,'jams and walad and thri °.'� aut?tsnY�aiFers codernest ha vslfiod ratattyelvarank etas. ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 82 159 /- /- /- 17.0 D 5 1- l8 1- l- /1.5 C 17 /16 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 B-C 8 -8 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ang'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted oTherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. ADDTV Dlates to each face of truss and Dosition as shown above and on the Join?Details. unless noted otherwise. kefer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS014 I Ply: 1 SEQN: 688751 / T24 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW. Truss Label: L01 � Wgt 39.2 Ibs .. / ... 10/13/17 5'2" 10'4" 5'2" 5'2" 12 C=4X6 T 4� T N =2X4(A1) B I C=2X4(A1) iv 13 5 A I E F 1112X4 10' _?I 1, 5'2" 5'2" 5'2" 10'4" 1, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 / 279 / 421 / - / 81 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 1252 '/ - /- 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.009 F (T )= B Min Br Width Re 1.6 9 q = NCBCLL: 10.00 Mean Height: 15.00 tt Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 4.BCDL: 5.0 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. Load Duration: 125 MWFRS Parallel Dist: 0 to V2 TPI Std: 2007 Max BC CSI: 0.235 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 19 0 C - D 1178 -658 Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 B - C 1208 -658 D - E 19 0 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 592 -1000 F - D 592 -1000 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind " C-F 300 -273 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind �� e Left bottom chord exposed to wind. Q. S 40015A38FF5581BOBB7F4900992E85F6 rkatr ltemiha8}SaLYSC{8 s ,mGd Zadsaaicdby WAAMZOIAs 5?£i.. Lk.04fluzl ao thedsaw a SNAP-1 az�ih er�t�ta.tkaa x�,9c amtxd ccqnf&ie. dozma at minvot crmfi&=d shoat=d waled and tivs� ,.auirieDGcatira4a�xlc must Da rmifteana�dsctraaf:' cs�lea� —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS Df2AWING 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, bVV TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of trusts and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawin 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 drrawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more infnnnation see this ines aeneml notes Dane and these web sites: ALPINE: www.alDineitw.com: TPI: www.minstom: SBCA www.sbcindustrv.com: ICC: www.iosafe.ora Job Number: 136DCS014 Ply: 1 SEQN: 688765 / T28 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: L02 Wgt 49.0 Ibs / ... 10/13/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 3' 7'4" I 10'4" 3' 4'4" 3' 12 =4X4 4 p C =4X6 D 2X4( A� r� IIIZA4 fI 10, =,3A4 E=2X4(A1) F 3'1"12 1 3'10"12 1 3'3"8 1' 3'1"12 17'0"8 10'4" 1' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-M setback with 0-2-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Right side jacks have 3-M setback with 0-2-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pt NA Ce: NA VERT(LL): 0.026 G 999 240 Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 Snow Duration: NA HORZ(LL): 0.008 G - - HORZ(TL): 0.018 G - - Code / Mist: Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 TPI Sid: 2007 Max BC CSI: 0.260 Rep Factors Used: No Max Web CSI: 0.059 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): „ WAVE VIEW Ver: 16.02.01D.0314.13 No 047182 M a: r. TAT E OF � �+ • ' a 0 q�gg q fa 'N � a�'Mnaavia SERIAL#. 40 015A38 FF 56 81 B0 BB 7F48 00 99 2E 85 FB IIt is ltcmhasbeen akctruatc-u_}sS�ned and sealed by 7.Laa.A Marttnaa, nIFt,Lie. 0471221 on date shown above wmg a SH A as�hentuatirr, cs.�1a, FantedASnadand:salad and 04!FA,2 nut ba vtriti-d en avy dedmnk carlaL. ♦ Maximum Reactions (Ibs) Loc R / U I Rw / Rh / RL 1 W B 568 / 278 / - / - / - 14.0 E 568 1278 /- /- /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 -14 D-E 510 -1120 B-C 509 -1128 E-F 19 -14 C - D 468 -1088 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1052 -470 G - E 1046 -471 H - G 1074 - 469 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 151 0 G-D 156 0 C-G 15 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "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, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Appgv 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 i el 1, or Tor n acceptance any structure failure to build the g or cover pa e in. The sui bility i Job Number: 136DCS014 I Ply: 1 SEQN: 6887631 T31 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Heyder-2601 "D" OL O Qty: 4 FROM: JAH' DRW: Truss Label: EJ3L Wgt: 12.6 Ibs / ... 10/13/17 12 4 C T Tto B M ti A ;,'X4(Al) Pq p FLU 3' �I1L 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# 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 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - Des Ld: 37.00 EXP: C HORZ L -0.002 D ) Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf g Bld Code: FBC 2014 RES Max TC CSI: 0.176 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.069 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 40 015A38 FF 51581 BO SB 7F 48 00 99.2E 85 FB tbfxlemm��arse s,a{crsran4 Qa§ ncdzmUcaladbyrta=tatarttncz K(FL.Lk.CSr:92)msi[heda4cshararzai eMingaSFAA sctbt entRtaa�an ¢c�.de, �m8 x�icsaict�s do�r_trecr,trrm a�memsY6dzxad s%nrsS�sds�lcd ar,6 tkc S'rsi S av2heni:caAimkeerlc nest arc wraith rz� amydectrerx� wrim ♦ Maximum Reactions (Ibs) Loc R •/U /Rw /Rh /RL /W B 192 / 124 / 192 1- l 57 14.0 D 49 /33 /68 /- /- /1.5 C 61 /40 131 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -61 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, byV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �l 'Idceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, e., AvvTv Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of for any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS014 Ply: 1 SEQN: 6887611 T301 JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 4 FROM: JAH DRW. Truss Label: BJ1L Wgt 11.2 Ibs .. / ... 10/13/17 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 tt Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind Left bottom chord exposed to wind. A 12 4 F,� 2X4(A1) B r'i r D i Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 TPI Std: 2007 Max BC CSI: 0.019 Rep Factors Used: Yes Max Web CS 1: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 �-No 047182 e TAT E OF 40015AMFF5881BOBB7F4900992E&5F0 W4 ilaw,,J Martin", £t`ai.. lii.Gi7SS2j an titmda4r. haven aCarm u•.�nga 5F 4a aaa�t�r,�atka, rzr�r. Pmlwi et d�s'3Lhsti dtx-v�srniamne�tcrmffuvad sii axas1 glad =6 nfiSPA-1 aa'fdMtrork cmim ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 140 /121 /155 /- /31 /4.0 D 11 /0 /6 /- /- /1.5 C 0 /22 123 /- !- 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. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 17 0 B-C 22 -8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc�SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover pa e_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 I Ply: 1 SEQN: 688759 / T57 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 2 FROM: JAH DRW: Truss Label: CJ3L I Wgt: 15.4 lbs 2.83 (12 C N_ Eiiii2 M(M)B ch ti A I r O �--1Y Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37-00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to hi Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs and the 0-0-() span/setback member on the 0-1-8 cant side requires 17 lbs. Sub -fascia beam assumptions: 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. Hipjack supports 2-11-8 setback jacks with 0-1-8 cantilever one face; 0-1-8 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. Tt{ 4'2't3 4t2"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 127 / 78 / - 1- / - 15.7 L. NA Cs: NA VERT(TL): NA D 20 /- 110 I - ! - 11.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 51 / 39 /- / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor. 1.6 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.136 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.026 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. 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 14 -9 B-C 12 -10 e STATE OF 40 015A38:FF 513 S BO BB 7F48 00 99 2E 85 FB '%UItemh= erc aiezKftat%aiy rid=6 saaiadby Md. 4kkartiw— Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 PEl4c.Y47is2( on the daw shawa aGwa Wng a sK%.l �ffisctstigks�a Pc tedc issoitfdm +- .:lava not mmw&ad svwdand=Ind and tisa.s,HAlacdbent`icaAsaeazede nut twv=M dcn ydatmrtk casidL "WARNING" READJAND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f-oi 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 attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, • unless noted otherwise. k fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components ,Group Inc :shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structurelis the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 681985 / T25 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT1 I Wgt: 109.2 Ibs Page 1 of 2 / ... 10/13/17 P_ 1,4„ -{ (T'P) 2X4(R) A B C D E F G H T 3a `v 1 3'a Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longnudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 W=3X4 I J K L M N O P 19'11"8 19,11 "8 =2X4(R) QR Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 T* 109 / - / - /- /- / 239 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. HORZ(TL): 0.001 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 1 0 J- K 1 0 Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 L- M 1 0 Plate Type(s): D- E 1 0 M- N 1 0 WAVE VIEW Ver: 16.01.01 B.0614.19 E-F 1 0 N-O 1 0 F -G 1 0 O-P 1 0 G-H 1 0 P-Q 1 0 H-I 1 0 Q-R 1 0 1-J 1 0 No 047182 ' m 9 Ned a q t,STATE OFJ m ppyy� �� ,+,�+ss #eq Y�11,ggS�MaalyW El 40 01 SA 38 FF 5B 81 B0 8B 7F 48 00 99 2E 95 FB Tf<.ir Itemhes btcae dlcdrrV effirl Aped No scaled by M.asr:c1 m2rdw, F£ (A.. Lk. 04TU21 on the data shown aboma tying a six-1 aut3idndc+as�scadm Pscstad copi" of thL doccarcrtwe not ecresldwnd stinad and sealed and tree VA-1 zukh.btkalkncode neat ImwAf&d on aayadectmnk C.rAm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 0 -1 AB -AA 0 -1 AJ-AI 0 -1 AA-Z 0 -1 AI-AH 0 -1 Z-Y 0 -1 AH-AG 0 -1 Y-X 0 -1 AG-AF 0 -1 X - W 0 -1 AF-AE 0 -1 W-V 0 -1 AE-AD 0 -1 V-U 0 -1 AD -AC 0 -1 U -T 0 -1 AC -AB 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -2 R - T 0 -4 A -AK 0 -5 T-S 0 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp, Gables Tens. Comp. B -AJ 0 -107 J -AA 0 -133 C-AI 0 -139 L-Z 0 -133 D-AH 0 -132 M-Y 0 -133 E -AG 0 -134 N- X 0 -134 F-AF 0 -133 O-W 0 -132 G -AE 0 -133 P- V 0 -139 H -AC 0 -133 Q- U 0 -107 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and'SBCA) fsafely practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinc-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of protessionaI engineering responsibility solely for the design shown. The su"rtability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this'otft general notes page and these web sties: ALPINE: www.al inedw.com: TPI: www. into • SBCA: www.sbdndu .corn; ICC: www.iccsafe.or [Job Number: I 4EHB Hayden-2601 "D"OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I y: 142.8 Ibs I FROM: DJH45 ! T43 / SY42 I DRW:/ 10/13/17 Truss Label: FT2 Wat 9i�"12 7'3"8 9'3"8 4 19'11"8 7'3"8 2' 10'5"12 I FZ -Lt-17112L� 1�"I � "1+_3 1 i f' 1112X4 2X4(R) A B AD AE' 1 38 AB Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP Al Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1112X6 =5X6 =-2X4(R) 1112X4 1116XB(R) W=3X4 =3X4 1112X4 1112X4 C D E F G H I J K L M N O PO AA 5X8Y V T S 1115X6(R) =5X8 =4X4 W=3X4 19,11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 / - l - 1- 1- 17.5 Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - / - /- / - 14.0 Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.076 R R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0.712 Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 -4604 WAVE VIEW Ver:16.02.01D.0314.13 B-C 0-1891 J-K 0 0 C- D 0 -3329 J- L 0 -4086 D- F 0- 3329 L- M 0- 3305 E-F 0 0 M-N 0 -3305 F-G 0 -4618 N-O 0 -1896 G-H 0-4624 O-P 1 0 H -1 0 -4612 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. MAPJZ�Z �*vo AC -AB 1059 0 W - V 4392 0 nN 4 / 0 AB- Z 2708 0 V- U 0 0 *� AA- Z 0 0 V- T 3809 D go Z- Y 4034 0 T- S 2700 0 No 047182 Y-X 4035 0 S-R 1061 0 X - W 4624 0 * Maximum Web Forces Per Ply (Ibs) '�,•f Webs Tens.Comp. Webs Tens. Comp. S TAT S OF AD-AE 0 3 W- J 621 66 �° 40 A -AC 0 -41 J-V 0 -425 `*v '.. 0',. % �"` AC- B 0 -1474 V - L 386 0 } 11 AB-C 0 -1136 M T 0 -79 C- Z 844 0 T- N 822 0 SEPALt 40 01 5A 38 FF 56 81 BO BB 7F 48 00 99 2E 95 FB D-Z 0 9 N-S -111 Z-F 0 -959 S-O 1161 0 0 *J0temhubcesbyFUmolmarttnas. F-X 1381 0 O-R 0 -1477 F£ (F1. IPC. CSTifl2.l as Ibe da'Cclmwn abags v-anQ a SH�.L tlsenGcatkascfr. X- G 0 -918 P- R 0 -40 H-W 0 -326 R-Q 0 -7 tamtod cepkzss92ts docsxraxrsavm aat cixuioerad stdn� and zrslod and 11w F-WX au6mtu 1imcade mwt be vedfrd osaapdedroolz caries. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oilherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown,for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIrTPi 1 Sec.2. For more information see this Iob's general notes cane and these web sites, ALPINE: www.alolnMw mm, TPI- vnvw_tninst om, SBCA ww %Mhdustrv.mm• IM www io—fe nm Job Number: 136DCS014 Ply: 1 SEQN: 676129 / T32 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HaydeIn-2601 "D" OL O Qty: 11 FROM: DJH DRW: Truss Label: FT3 Wgt 98.0 Ibs / ... 10/13/17 1— 7'3"8 } 9-3"8 } 15'11"8 _I 7'3"8 2' 6'8" 1'3""�{ 1'10"12� �— 2'6" `1 1'3 12'{ 1 i "� �_ 2,6„ 1,3" =4X6 A B T :Ea: =2X4(R)T =2X4(R) ya S =4X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA - I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up "'WARNING— REAI -IMPORTANT** FURNISH THIS a division of ITW BuildinccL�Components conformance with ANSI/TPI 1, or far h this drawing indicates acceptance ;e of this thawing for any structure =4X4 1113X4(R) 1113X4(R) =4X4 =4X6 C D E F G H I J. X6 =3CX6 1113X4(R) 1113X4(R) = X4 = X6 K L =4X6 15"11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / - ! - / - 17.5 Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5 HORZ(TL): 0.051 B - - L Min Big Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing S is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate. TPI Std: 2007 Max BC CSI: 0.679 Rep Factors Used: Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 F- G 0 -2675 WAVE VIEW Ver: 16.01.016.0614.20 B - C 0 -1441 G - H 0 -2664 C- D 0 -2393 H- I 0 -2356 D- E 0 -2393 I- J 0 -1442 E-F 0-2670 J-K 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S- R 834 0 O- N 2527 0 plil st, R- Q M21 0 N- M 2022 0 �� Q- P 2625 0 M- L 831 0 P-O 2675 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Com _ 47 82 p p T-U 0 -3 G-O 0 -354 + A-S 0 -41 O-H 552 -47 s' S-B 0-1161 H-N 0 -391 B- R 844 0 N- I 464 0 E OF p,_�y R-C 0 -807 1-M 0 -808 C- Q 506 0 M- J 849 0 *��ay D-Q 0 -9B J -L 0 -1160 ems" Q-E 0 -393 L-K 0 -15 E-P 420 -162 K-L 0 -45 -r�,m aatl P-F 71 -299 zr_ W-31 40 01 5A 38 FF 56 8180 BB 7F49 00 99 2E 85 FB *,U Item hu betty ehdtanitca.'+/s4gnet' zMvwmd by M IMatttaier, pt. tLc.raraez( en tbadsaa Shaw" abom Wna a sxt .l ac°thenttsa.tkaa raxdrt. Printed cc+p�aoltKt docermaxt aro not amddasad iii;ntdand =Ind and tho F,-og1 avihenesaf: mde nwk btstdfecd mugdedroNc asplax. LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ty practices pnor to performing these functions. Installers shall provide temporarryy have properly attached structural sheathingp and bottom chord shall have a propperly ral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, tion as shown above and on the Join f Details, unless noted otherwise. kefer to shall not be responsible for any deviation from this drawin any failure to build the Aping, installation and bracing of trusses.A seal on this drrawing or cover page_ . tonal engineering responsibility solely_for the design shown. The suitability SBCA: Job Number: 136DCS014 Ply: 1 SEQN: 681991 / T44 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 3 FROM: DJH DRW: Truss Label: FT4 Wgt: 105.0 Ibs .. / ... 10/13/17 7'3"8 9'3"8 9112 16'2"10 f 7'3"8 I 2' 4 6'8"14 �— 1'3" —{ r� 1_1'3"12 + 1'3"12 I L2,1_=_i f -1'3" 1112X4 1112X4 1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4 1112X4 A B C D E F G H I J K L T =2X4(R) W76 M 2X4(R) 2X4(R)X V U T S R Q P O N =4X =3X6 1113X4(R) 1114X4 =3X6 W=H0308 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 16'2"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.185 F 999 360 V 878 / - / - 1- ! - / 7.5 Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 / - / - /- / - 13.1 Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - Creep Factor. 1.5 N Min Brg Width Req = 1.3 Bearings V & N are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 G- H 0 -2444 WAVE, HS VIEW Ver: 16.01.01 B.0614.19 B - C 0 -1471 H -1 C- D 0- 2454 I- J 0 -2444 0- 2444 D- E 0 -2454 J- K 0 -1472 E- F 0- 2759 K- L 1 0 F - G 0 -2766 No 047182»� �r w � jr a e ` STATE OF Vt *44 40 01 5A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB rhu Itam IV" boom, cleaz kaziy%Jmad adsaalad by Luauzl Kdarttnas, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 849 0 R- Q 2766 0 I U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W-X 0 -3 Q-G 144 -71 A-V 0 -41 G-P 0 -648 V-B 0-1181 I-P 95 -136 B-U B65 0 P-J 516 0 U- C 0- 827 J- O 0 - 825 C- T 528 0 O- K 866 0 D-T 0 -98 K-N 0 -1182 T-E 0 -420 L-N 0 -40 E-R 459 -162 N-M 0 -7 R - F 56 - 322 PE (a. lie.047IS21 om the date shown above Wng a WWI, =thent3tawnw-le_ rtmtad capfts at this doc=wt= mat c W3 —d ogned and ssand and the SF%.l authandotien cads ms t UararlfY_d m awcictrmk bias. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o7herwise,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 ins latted per BCSI secbons 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona engmeering 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 I Sec.2. For more information see this lob's general notes page and these web sties: ALPINE: www.alpineitw.com: TPI: www.tpinst.org: SBCA www.sbcindustry.com; [CC: www.iccsafe.org Job Number: 4EHB Label:yden-26 1 "D 1OL OW /DR Horton /4EHB Hayd -2601 "D" OL 0- 136DCS04 Ply:I Wgt 11 Ibs I FROM: DJH 61 / T34 / SY42 I DRW / 10/13/17 I Trus Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord r 1'2"12 �L { i-- 1712 =33X8 =3gX4 =3CX8 =3X10 3'8"8 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Po: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 E 199 / - / - /- / - Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / -- Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.064 /- 14.0 TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -11 Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 108 0 40 01 5A 38 FF 50 81 B0 BB 7F 48 00 99 2E 95 FB Mfg itembas am9 scaled by mass, lmartln", 2£(R, tie.C4xttRl an IhmdaSc shawnabayat using a SKA 1. atstltassC�Ga8k8YLa.Mrt. pt ucd ecpux of th& docu=rA me not ccn%1&=d skrmiand scaled and the-VAt awhen6mtfficnecde rnwt ba wdf ad ms myelmloniz Mclm.. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-A 0 -64 B-D 0 -124 E-A 0 -21 D-C 0 -36 E-B 0 -112 C-D 0 -63 A-E 0 -34 C-D 0 -21 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **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 f Safety Information, by TPI and SBCA) f-oi safety practices prior to performing these furthers. Installers shall provide temporary r BCSI.. Unless noted o�herwise,top;chord shall have properly attached structural sheathing and bottom chord shall have a properly qqid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. APP1v Plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to of failure to build the g or cover page in. The suitability any Job Number: 136DCS014 Ply: 1 SEQN: 622563 / T42 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wgt: 30.8 Ibs / ... 10/13/17 1'3"12 � F3'A F3'� 10� "12 1112AX4 = 3gX4 III C 4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac=1.00I Plate Dur.Fac =1.00) TC- From 50 plf at 0.00 to 50 plf at 2.58 BC- From 5 plf at 0.00 to 5 plf at 2.71 TC- 200 lb Conc. Load at 0.40 TC- 878 lb Conc. Load at 2.02 Hangers I Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. D =3X4 2'8"8 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.005 B 999 360 Lu: NA Cs: NA VERT(TL): 0.007 B 999 240 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: 0.946 TPI Std: 2007 Max BC CSI: 0.124 Rep Factors Used: Yes Max Web CSI: 0.104 FT/RT:12(0)/10(0) Mfg Specified Camber: Plate Type(s): ., , WAVE VIEW Ver: 16.01.01B.0614.20 V3 SERIAL. 40015A38FF5881BOBB7F4800992i_85FB Thit Itamhssbeetekctrastca }s$Snad aas9. 1.d by Maa lMartins, F£ (FL. Uc.04r1221 era the date shaven alw a Wbi; a SHAH auffit arttkat�ts task. Prmtad ctt�a zci'tfvxdwaxssyst atanot u�u3 ed sajudandz lad and th�a:.r;R.�2 asdfiantkatmsufe rnsat d» marNdtts ag1' e9atrardt mplos. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W F 435 /- /- /- /- /- D 785 1- l- l- I- /6.0 F Min Brg Width Req = - D Min Brg Width Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1 0 B-C 1 0 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 266 0 E-D 266 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 0 -179 B-D 0 -447 F-B 0 -363 D-C 0 -10 B-E 38 -19 C-D 0 -406 —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 fallow the latest edition of BCSI (Building Safety. Information, bV TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrrYy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pror efly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each faceof truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS014 I Ply: 1 SEQN: 681989 / T33 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT7 I Wgt: 145.6 Ibs .. / ... 10/13/17 7'3"8 7'3"8 7-4 LF 12"12 -3"� 1112X4 AE A(R) = B _F6 3°s°s a =2X4(R) AF 1 3'8 AC AD =5X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP 41 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 I Plate Dur.Fac =1.00) TC-From 100 plf at 0.00 to 100 pff at 19. f BC- From 1 D pff at 0.00 to 10 plf at 19J TC- 435 lb Cone. Load at 15.98 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.25". See detal DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. W b t t dbl d I 1112X6 1112X4 1116XB(R) C D E F G AB AA Z 1114X10 R =5X8 ( ) W=3X6 9-3"8 15'11 "12 2' 6'8"4 19'11"8 3'11"12 N 13„9--{ 1p"92 j-- 1'6" -+ — 2'S 12 — i W=3X4 =2X4(R) 1112X6 =3X4 1112X4 =5X10 =5X8 1112X4 H 1 J K L M N O PQ A vv v U T S =4X4 1114X4 =5X8 19'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.453 H 515 360 AD 1165 /- I - I - l- 17.5 Lu: NA Cs: NA VERT(TL): 0.708 H 329 240 R 1440 / - / - ! - / - / 4.0 Snow Duration: NA HORZ(LL): 0.058 R - - AD Min Big Width Req = 1.5 HORZ(fL): 0.091 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AD & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate. TPI Std: 2007 Max BC CSI: 0.967 Rep Factors Used: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 -5184 WAVE VIEW Ver: 16.01.01B.0614.19 B- C 0 -2057 J- K 0 0 C- D 0- 3666 J- L 0- 4901 D- F 0 -3666 L- M 0 -4317 E-F 0 0 M-N 0 -4317 F-G 0-5211 N-O 0 -2618 G-H 0-5217 O-P 1 0 H - I 0 - 5209 Maximum Sot Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp_ $ . �,��y;eemeiarma,a � AD -AC AC -AA 1142 .0 2957 0 X-W W- V 5116 0 0 0 x 0 0 W- U 4715 0 AB -AA 4 AA- Z 4503 0 U- T 3751 0 0 Z- Y 4503 0 T- S 3751 w Y-X 5217 0 S-R 1434 0 low * Maximum Web Forces Per Ply (Ibs) STATE OF Webs Tens.Comp. Webs Tens. Comp. , �� ° AE-AF 0 - 3 J- W 0 -298 � *e A -AD 0 -42 W- L 259 0 :�.� t? AD-B B -AC 0 -1589 1273 0 L-U M- U 0 -540 0 -75 AC-C 0 -1252 U-N 727 0 C -AA 963 0 N - T 22 -4 D -AA 0 - 79 N- S 0 -1589 e s are square cu excep iagona s or as 40 01 bA 38 FF 56 8180 BB 7F48 00 99 2E 85 FB otherwise shown. AA- F 0 -1138 S- O 1648 0 Truss must be installed as shown with to chord muitgmwa bomele aad =zladby FAaouzi mar Dw. P P• erlrl. tie. t71.1 sit2� 6..dwwft L•n>mW'IngaVaTa F - Y 1536 0 O - R 0 -1995 zs-eiercd.nc Y- G 0 -10D6 P- R 0 - 34 I H-X 0 -137 R-Q 0 -7 rated crpinafthh% d,x xe==nat=wl&—d s4p ri=gmlad X-J 147 0 anc the titiliicntwAim36s is n"kt Am dfi_fm=fdcttwk rncias. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarry� 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 or610, 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 Buildint�Components Gfoup inc..shalI not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI fPI 1, or for handling shipping, installation and bracing of tntsses.A seat on this drawing or cover page, listing this drawing indicates acceptance of profession. engineering responsibility solely for the design shown. The suitability and use of this giawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS014 4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT8 1�'� 1 ,4" (NP) A T s =2x4( =2M(R) 3 A Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Ply: 1 SEQN: 6816811 T47 I SY42 Qty: 1 FROM: DJH DRW: Wgt 86.8 Ibs .. / ... 10/13/17 B C D' E F G H I J K L M N 15,8" 15'11"8 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 A 999 360 N- 110 / - 1- / - ! - 1188 Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 Z Min Big Width Req = - Snow Duration: NA HORZ(LL): -0.001 A - - Bearing Z is a rigid surface. HORZ(TL): -0.001 A Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.032 A- B 1 0 G- H 1 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 1 0 H - 1 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 1-1 1 0 Plate Type(s): • D- E 1 0 J- K 1 0 WAVE VIEW Ver: 16.01,01B.0614.19 E- F 1 0 K- L 1 0 F-G 1 0 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Z-Y 0 -2 T-S 0 -1 Y-X 0 -1 S-R 0 -1 X-W 0 -1 R-Q 0 -1 W-V 0 -1 Q-P 0 -1 V-U 0 -1 P-O 0 -1 U-T 0 -1 O-N 0 -1 'VIC415k, Maximum Web Forces Per Ply (Ibs) V . No Webs Tens.Comp. Webs Tens. Comp. . eZ AA -AB 0 -2 N-M 0 -8 A-Z 0 -43 M-N 0 -49 � r W to STATE F Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B- Y 0 -141 H- S 0 -133 # C-X 0 -132 I-R 0 -133 D 4 3 y E -V 0 -13 K-P 0 -13 F-U 0 -133 L-O 0 -133 G-T 0 -133 40 015A38 FF5B 8180 BB 7F 48 00 99 2E &5 FB rf'i;Itrmhas cCaelaztYr ysdyvadats9=afrdbyrAa Imarww, "S K. tk.047IS21 W the dile Shown abon mang a SHA i ard5en�catt+�azada curd 4 n9im10rtH-_ dir_uaasream spat C=wi-sd si c=d glad and r cap M_-J caracV&Xtroniz CWIi L. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7'SBCA) t0F safety practices prior to pertorming 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinctComponents 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 handl!ngf shipping, installation and bracing of Vusses.Aseal 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 gnawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes Daoe and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.mm: IM www.ir fe.oro Job Number: 136DCS014 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Truss Label: FT9 5'2"4 5'2"4 1'3"'{ 2'6" �F1„8 i 1112X4 1112X4 A B C D Ply: 1 SEQN: 622524 / T40 / SY42 "D" OL O City: 1 FROM: DJH DRW: Wgt:114.8lbs / ... 10/13/17 7' "8 16'8" 4 9'3"8 I,— 2'5"12 —� 3 1___+L� , ---I - 2,6„ _+1,3" W=3X4 =3X6 =3X4 1112X4 =4X4 E F G H I J 1i i♦ %c ii��— — is ii �I .... NO --- ;ii, ... .`. mt W V U T O=o^v rc W r- O N M =5X6 W=3X4 I =4X4 -3X6 =4X4 16'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 / - / - / - / - / - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - / - / - / - 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - EXP: NA HORZ L 0.043 M - - M Min B Width Re 1.5 Des CLLd: 10.00 Mean Height: NA ft �) q 9 Code l Misc Criteria CreepFactor. 1.5 Bearing M is a rigid surface. Noffit: 0. 00 TCDL: NA psf Bearing M requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.856 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2917 Wind Duration: NA WAVE VIEW Ver: 16.01.0113.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H -1 0 -2543 D- E 0 -2878 I- J 0 -1523 Value Set: 13B (Effective 611/2013) E- F 0 -2917 J- K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP fi3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0 V- U 0 0 Q- P 0 0 Plating Notes U- T 2267 0 Q- O 2885 0 All plates are 4X6 except as noted. '$te�e";r r T-S 2263 0 O-N 2141 0 S- R 2878 0 N- M 874 0 Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail Maximum Web Forces Per Ply (Ibs) DEFLCAM81014far camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes A- W 0 -58 G- O 0 465 + 2x6 continuous strongback. See detail W - B 0 -1214 H - O 0 41 STRBRIBR1014 for bracing and bridging B - U 881 0 0-1 547 0 recommendations. U- C 0 -1056 I- N 0 -859 Webs are square cut except dbi diagonals or as a C - S 976 0 N - J 902 0 otherwise shown.a, S- D 0 -348 J- M 0 -1217 io Truss must be installed as shown with top chord up� 0�:�� * R - E 67 -270 K - M 0 -42 s... L X 0 -3 Q-G 220 -55 40 015A:38 FF 56 81808E 7F48 0099 2E 85 FB 3ht[truniitus i;:rcefsekCtzs.�s3ra.�"yxiyvccd 2�afed 6y ilaa�zl Mnrt§rxaz. tie.047.1mian t%a daSesMwa ahm .a nga s3?$i tenckaalowdo. ftbud ceptnaxf lik dnc,rrz-A—notc wiffmod daAd=lcd sra6 t�C »acFd+entkaii ieede n,ar:Su rgrSfbci an dcctwnk cxaylcs: **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 sh! ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) foi sa ety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Grl up 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 I rofessional engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is )Phe responsibility of the 6utiding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DC8014 Ply: 1 SEQN: 676131 / T45 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT10 Wgt 42.0 Ibs / ... 10/13/17 6" 1'2"4 �--- --� �—{ 6" { f— f —. 1 r2n4 =3X6 =3X6 =3X6 A B C F E D =3X8 1112X4 =3X8 34"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F 591 / - / - / - / - / - TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.019 B 999 240 D 697 / - / - / -- BCDL: 5.00 Category. NA Snow Duration: NA HORZ(LL): 0.002 D - - F Min Big Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.003 D - - D Min Big Width Req = - Code ! Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf CreepFactor. 1.5 Soffit 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp. A - B 0 -4 B - C 0 -31 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber F- E 595 0 E- D 595 0 Value Set: 13B (Effective 6/1/2013) Top, chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP #3 Lumber value set "13B" uses design values A - F 0 -28 B - D 0 -736 approved 1/30/2013 by ALSC F - A 0 -48 C - D 0 -179 F-B 0 -771 D-C 0 -28 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)& No 0A, B - E 50 -12 TC- From 100 plf at 0.00 to 100 plf at 3.38 + q4*e BC- From 10 pif at 0.00 to 10 pif at 3.36 TC- 917 Ib Conc. Load at 1.85, - *. Hangers !Ties s , � w (J) Hanger Support Required, by others. Additional Notes m* '° 2 Webs are square cut except dbl diagonals or as �� ST OF F otherwise shown. g*w Truss must be installed as shown with top chord up. t# 33�y�Y► ON A 3ER1A(, #.' 40 015A 38 FF 56 8180 BB 7F 48 00 99 2E85 FB ' Thisttcmicas eetackareusirs js nedm9aaled fX42.aclMarttnaz, .. (FL. Uc. t"71911 an tha ciao? shrnns ab�m L-_Ma a 51+A-1 =IhanwtlmwdL tad copiesedtfvs do=tsat we not crosl&nd signet` and scaled and dse . xAcnGration code nwt be vMf dsn acry dWrants copies. **WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr3'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a propperly properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings l60A-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 of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see this'oUs eneral notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbdndu .com; IM www.iocsafe.org Job Number: 136DCS014 Ply. 1 SEQN: 681686 / T46 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OIL O Qty: 1 FROM: DJH DRW: Truss Label: FT11 1 1 Wat: 151.2 Ibs I I ... / ... 10/13/17 1'8"4 1 7'1"12 9-1"12 18'78 1'8"4 1 5'5"8 2' 9'5"12 1f'—'� 2-6" _ 1-4" I'- 2'5'12 ,'3"12„� 1-3"1 - 2-6" � IW=3X4 =2X4(R) 1112X4 =5X10 =5X6' =4X10 -5X6 1112X4 1112X4 A B C D E I F G H I J K L M N O s <r i 4(R) B 38 � AA Z Y X W V U T S R I Q =5X8 =4X10 =5X6 =5X8 W=H0308 =4X6(") Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 pff at 18.5 BC- From 10 plf at 0.00 to 10 p1f at 18.5 TC- 591 lb Conc. Load at 1.81 Plating Notes All plates are 4X6 except as noted. (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.17". See detai DEFLCAMB1014 for camber recommendations. 18'7"8 Snow Criteria (Pg,Pt in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in- loc Udeti U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - 1- 1- 1- l 4.0 Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - 1- /- ! - 17.5 Snow Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3 HORZ(TL): 0.071 P - - P Min Brg Width Req = 1.5 Code 1 Misc Criteria Creep Factor. 1.5 Bearings AA & P are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.493 Bearing P requires a seat plate. TPI Std: 2007 Max BC CSI: 0.769 Rep Factors Used: Yes Max Web CSI: 0.538 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 H -1 0 -4028 WAVE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1769 I-J 0 0 C- E 0- 3179 I- K 0- 3209 D-E 0 0 K-L 0 -3209 E-F 0-4501 L-M 0 -1849 F-G 0-4518 M-N 1 0 G - H 0 - 4025 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, AA- Z 1686 0 U- T 0 0 Wpi If vr� Z-X 2664 0 U-S 3705 0 Y- X 0 0 S- R 3705 0 • &� X- W 3786 0 R- Q 2632 0 W-V 4518 0 Q-P 1038 0 r* � 'sr` V-U 4514 0 yo ► �, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. d A -AA 0 -67 U-1 445 0 w AA- B 0 -2248 1- R 0 -675 B-Z 805 0 K-R 0 -58 ' Oilx Z-C 0-1192 R-L 785 0 . A && On C_X 88 X_ E 710 -841 Q M 1129 -10 0 Additional Notes # E-W 954 0 M-P 0 -1444 + 2x6 continuous strongback. See detail MAC. W - F 0 -445 N - P 0 -42 STRBRIBR1014 for bracing and bridging 40 015A38 FF 5B 91 BO BB 7F48 00 99 2E 95 FB V - G 92 0 O -AB 1 -3 recommendations. TI-AItat'n1=r +saatadbyrna: lmarr z G-U 0 -638 �(�t. t€s.reste2.lontA��at¢srtawnaEsrsnta�ngasx�i Webs are square cut except dbl diagonals or aschcnaxussu9r. otherwise shown. Truss must be installed as shown with top chord up. 'tr't" at dom` A W®°°r �sd 2"d=1ad and'the mio 3_4harSxati�ezcdc mmtb, vrAtiimd m a Vdc tmrk Diaz —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigpid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as aDolicable. ADDTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptape ofl pro essiona engineering responsibility solely for the design shown. The suit bility ce of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 622572 / T41 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: DJH DRW: Truss Label: FT12 Wgt: 145.6 Ibs .. / ... 10/13/17 7'11"4 7'11"4 1112X4 2X4(R) =4X6 1112X4 =6X8 1112X6 _—A B C D E F G 9'11"4 + 2178 _1 2' 11'4"4 2'1"4 =4X4 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4 H I J K L M N O P == 1 AC =5X8 1115X6(R) 111ZX6 1N=Hu3u8(I) =4X1u 4X6 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.- EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21'3"8 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): 0.450 X 554 360 AC 1157 1- ! - / - / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 /- / - / - ! - 14.0 Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.096 Q - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & Q are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0.896 Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 1-1 0 0 WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2048 I - K 0 -4524 C-D 0-3612 K-L 0 -4524 D-F 0-3612 L-M 0 -3612 E-F 0 0 M-N 0 -3612 F-G 0-5233 N-O 0 -2045 G-H 0-5253 O-P 3 0 H - I 0 -5012 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. p AC -AB 1137 0 W- V 0 0 •.. AB- Z 2925 0 W- U 4840 0 " AA- Z 0 0 U- T 4840 0 40 e Z-Y 4326 0 T-S 4192 0 NO Y- X 5253 0 S- R 2927 0 W. X- W 5248 0 R- Q 1134 0 sew w Maximum Web Forces Per Ply (Ibs) S TAT Webs Tens.Comp. Webs Tens. Camp. E OF AD-AE 0 -3 W - 1 454 -14 A -AC 0 -42 1-T 0 -438 Tm4 AC-B 0 -1583 T-L 462 0 B -AB 1266 0 L- S 0 - 788 AB- C 0 -1219 M- S 0 - 73 % C-Z 934 0 S-N 931 0 D-Z 0 -102 N-R 0 -1227 40 01 5A 38 FF 50 81 BO BB 7F48 00 99.2E 85 FB Z - F 0 - 968 R - O 1266 0 si*,:Tcltem3ras3iee3aek�}sjrnedam.R:�WbyPosa.Zlttartk4m; F-Y 1328 0 O-Q 0 -1582 :o££FL,ltc.0471921 ent'hedats. shnwo above ti, aSM,6�3 Y- G 0 -602 Q- P 0 -15 endcatfcsstcdc X-H 274 -118 P-Q 0 -44 ?rutcd 4C91M oftfil H - W 8 -665 =t tta. =a c A dmli= ccAcearnI ks"slf'x^a cn any dectmrk, c=1., —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrrPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.org Job Number: 136DCS014 I Ply: 1 SEQN: 622580 / T62 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayde -2601 "D" OL O Qty: 2 FROM: DJH DRW: r Truss Label: FT13 Wgt: 168.0 Ibs I / ... 10/13/17 7'11 % I 9'11 "4 217" -' r T11"4 + 2' { 117"12 2-6"12 --� �2 = { r— 2-6"12 — 1 Z6"12 �{ =4X6 =5X8 W=3X4 I12X6 =3X4 =4X6 B C DI E F G H I J K L MN ADA T =2X4((RR) m2XAE ) 1 I F s AB AA ZI Y X W 1112X6 T S R Q P O AC =6X8 —6X6 1112X6 W=H0308 Ip4X6(R) W 3X6 1112X6 =6X6 =6X8 p12X6 1112X6 -4X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.30". See detai DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 21'7" M, za Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 ! - ! - 1- / - 17.5 Lu: NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 / - / - / - / - 17.5 Snow Duration: NA HORZ(LL): 0.043 B - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.068 B - - O Min Big Width Req = 1.5 Code I Misc Criteria Creep Factor. 1.5 Bearings AC & O are a rigid surface_ Bldg Code: FBC 2014 RES Max TC CSI: 0.659 Bearings AC & O require a seat plate. TPI Std: 2007 Max BC CSI: D.782 Rep Factors Used: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply (Ibs) FT/RTA2(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0 -1133 G- H 0 -5403 WAVE, HS VIEW Ver: 16-01.01 B.0614.20 B - D 0 -3083 H - I 0 0 C-D 0 0 H-J 0 =5172 D- E 0 -4630 J- K 0 -4446 E- F 0 -4625 K- L 0 -3087 F-G 0 -5411 L-M 0 -1132 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 31 0 V-U 5309 0 tg1 AB -AA 2266 0 U - T 5309 0 MAI saes. AA-Z 3914 0 T-S 4949 0 •"��f"e� Z-Y 3914 D S-R 3916 0 ve€ Y- X 54M 0 R- Q 3916 0 X- W 5400 0 Q- P 2264 0 •047109 W-V 5411 D P-O 31 0 Maximum Web Forces Per Ply (Ibs) 1, Webs Tens.Comp_ Webs Tens. Comp. STATE - OF AD-AE 0 -103 H - T 28 -342 # as gyp ' A -AC 0 -1021) T - J 350 0 +ryk A -AB' 1495 0 J- S 0 - 681 � j0 AB- B 0 -1537 S- K 704 0 `6 B -AA 1109 0 K- R 27 0 y AA-D 0-1104 K-Q 0 -1101 D-Z 49 -3 Q-L 1116 0 SUMLI D-Y 943 0 L-P 0 -1536 4di015A38FF598180B87F480099ZE:85FS Y-F 0 -1160 P-M 1494 0 rtiSritamtsst acMztaaa8ra fr.' redand =led byttsasx.tlMrth=4 F-W 330 -66 M-O 0 -1020 €(rt. t€c.S tsEzj mlhcdaxestwwaabmre+rnsasttt i G- V 0 -320 N -AF 0 -103 t¢aecaa&xsa. V - H 562 - 248 8saatnd capi"oftila donama=4 not cxna Mudd sWpadand salad mad tine -;1 �srYl+¢nY4�-aaccvasr�e en�t frc a�r3fidcnsaydectrur� ccblas., -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted o){herwise,top chord shall have properly attached structural sheathing and bottom chard shall have a progeny attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face. of trus i and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Gri p Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for hanm shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance ofro esstona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 681690 / T49 / SY42 �j 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT14 Wgt: 114.8 Ibs Page 1 of 2 .. / ... 10/13/17 f ` 1.4" —� (NP) 2X4(R) " A B C D E F G Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "1313° uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 H I J K L M N O P W=3X4 217" 217° 2X4(R) Q R Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T- 109 / - / - /- /- 1259 Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. HORZ(TL):-0.000 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Camp. TPI Std: 2007 Max BC CSI: 0.018 A- B 0 0 J- K 0 0 Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 0 K - L 0 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 0 0 L- M 0 0 Plate Type(s): D- E 0 0 M- N 0 0 WAVE VIEW Ver: 16.01.01 B.0614.19 E- F 0 0 N- O 0 0 F-G 0 0 O-P 0 0 G-H 0 0 P-Q 0 0 H-1 0 0 Q-R 0 0 1-J 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 0 0 AB -AA 0 0 AJ-AI 0 0 AA- Z 0 0 AI-AH 0 0 Z- Y 0 0 AH-AG 0 0 Y- X 0 0 AG-AF 0 0 X- W 0 0 AF-AE 0 0 W- V 0 0 AE-AD 0 0 V- U 0 0 AD -AC 0 0 U- T 0 0 AC -AB 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -5 R-T 0 -54 A -AK 0 -54 S-AN 0 -5 10' fm Vitt'* Maximum Gable Forces Per Ply (Ibs) SERIAL #: Gables Tens.Comp. Gables Tens. Comp. 40 015A 38 FF 56 81 BO BB 7F 48 00 99 2E 85 FB B -AJ 0 -142 K -AA' 0 -133 rrsitttamrits�ecnckr}shynadm9:,eatadhyMxa.•eltAarttnez, C-AI 0 -132 L-Z 0 -133 P£(n..tta.tl4Jt821 on the data shown abava ving a SHA-2 D-AH 0 -134 M-Y 0 -133 actheoCcarn E -AG 0 -133 N- X 0 -133 N'ttadda-amcnAmnot umsidmad skmulland salad F-AF 0 -133 O-W 0 -134 and l as 2 as.ffiantkasissneoda must be vvNicd mwrde hvrAe G -AE 0 -133 P - V 0 -132 C"ias. H -AD 0 -133 Q- U 0 -142 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any truss in conformance with ANSIrfPI 1, or for handlin installation bracing deviation from this drawing any failure to build the trusses.A this drawing shipping, and of listing this drawing indicates acceptance of pro-fessionat engineering responsibility seal on or cover page_ , solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ioVs general notes oaae and these web sites- ALPINE: www.aloineitw.mm, TPI, www_tninst om, SBCA wwwsbcindustry mm, IM www.ir�gafe om If l Job Number: 136DCS014 Ply: 1 SEQN: 684539 / T51 I SY42 4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT15 Wgt: 127.4 Ibs ! ... 10/13/17 3114" (TYP) W=3X4=2X4(R) A B C D E F G H I J K L M N O P T �r 3e 3f6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6W=3X4 Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psi Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 18'7"B 18'7"8 & 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 R- 109 / - / - I- /- 1223 Lu: NA Cs: NA VERT(iL): 0.000 P 999 240 AH Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 B - - Bearing AH is a rigid surface. HORZ(TL):-0.002 B Code / M!sc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.009 A - B 2 0 1-1 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 J - K 2 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 2 0 K- L 2 0 Plate Type(s): D- E 2 0 L- M 2 0 WAVE VIEW Ver: 16.01.0113.0614.19 E- F 2 0 M- N 2 0 F-G 2 O N-O 2 0 G-H 2 0 O-P 2 0 H-1 2 0 No 047182. a Z "' a s OF 1104 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AH-AG 0 -2 Z-Y 0 -2 AG-AF 0 -2 Y-X 0 -2 AF-AE 0 -2 X-W 0 -2 AE-AD 0 -2 W-V 0 -2 AD -AC 0 -2 V - U 0 -2 AC -AB 0 -2 U-T 0 -2 AB -AA 0 -2 T-S 0 -2 AA-Z 0 -2 S-R 0 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-AH 0 -67 Q-AI 0 -2 P-R 0 -50 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ B-AG 0 -133 J-X 0 -133 C-AF 0 -134 K-W 0 -133 40015A38FF5B81808B7F4800992E95FB D-AE 0 -133 L -V 0 -133 Volt Atth stmmeleara%%Qa stgnad andicalcd by FA tl Marttnrs, E -AD 0 -133 M - U 0 -133 n(FL.Lk. 0471921 on the data shown abera u-vnga sNA•3 F-AC 0 -133 N-T 0 -134 assthendca ccsda, G-AB 0 -133 O-S 0 -133 a'ecdergmxatttvsdtrirsrdarmn�stcxaaddmodst+ma3xndscaled H-Z 0 -133 W,4 Code met by rcd(iui mnydoctrank raplm "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer 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 ANSIPI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro{esslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insto ; SBCA www.sbcindu .com; IM www.iccsafe.or Job Number: 136DCS014 Ply: 1 SEQN: 688749 / T48 / SY42 4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Haydenf-2601 "D" OL O Qty: 8 FROM: DJH DRW: Truss Label: FT16 Wgt: 128.E Ibs .. / ... 10/13/17 I F14" 7'1 "12 9'1 "12 187"8 7'1"12 2' 978 4 �� f 3"12T3111� 1� �7 2-5"12��31��3"1� r1>3„ =5X6 =2X4(R) 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M -� N s a I —2X4(R) JAA -3q =M Z Y X W _ —5X6V U T S R Q P O 1114 (R1 =4X10 =5X6 I W=3X4 18'7 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce:.NA VERT(LL): 0.313 T 694 360 Z 1025 / - / - / - / - 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1()1() / - / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ L 0.060 O - - �) O Min Br Width Re 9 q 1.5 Mean Height: NA ft 9 NCBCLL: 00 Code / Misc Criteria CreepFactor. 1.5 Bearings Z & O are a rigid surface. TCDL: NA psf 0. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.793 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp - I: NA GCpi: NA Plate Type(s): A - B 3 0 G - H 0 -36M Wind Duration: NA WAVE VIEW Ver: 16.02.01D.0314.13 B - C 0 -1276 H - 1 0 -3600 Lumber C-D 0-1276 1-J 0 -2996 D- E 0 -2648 J- K 0 -2996 Value Set: 13B (Effective 6/1/2013) E - F 0 - 3818 K - L 0 -1744 Top chord 4x2 SP #1 F - G 0 - 3831 L - M 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp - approved 1/30/2013 by ALSC %11alssji Z-Y 319 0 T-S 3831 0 Plating Notes Y- W 2096 0 S- R 0 0 All plates are 4X6 except as noted. ✓ �* rr X - W 0 0 W- V 3303 0 S - Q Q- P 3440 0 2474 0 Deflection �a +`� V- U 3301 0 P- O 985 0 Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail 10. U - T 3831 0 DEFLCAMB1014 for camber recommendations., * I- Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp- + 2x6 continuous strongback. See detail Mo � �+ STRBRIBRIO14 for bracing and bridging STATIE Of: ft A- Z 0 -33 Z B 0 G - S S 33 -570 361 0 recommendations. � A, r e'oWebs - -1035 B - Y 1301 0 -1 I - Q 0 -604 are square cut except dbl diagonals or as ' `� ,+. ea ���a otherwise shown. �P' "�, P �z ��ra C - Y 0 -105 Y D 0 J - Q Q K 0 -53 709 0 Truss must be installed as shown with top chord u�j " - -1115 - ON E7609P W 90 P - 0 -1015 10 �3ERU. E-U 79 0 L-O 0 1371 40015A38FF5B8180813 7F4800992€85FB U-F 6 - T - G 206 -171 1 M-O N -AA 0 - 0 -3 zirit ltamh;ts6srn tlac3toaka/sFgnadaad xalad Ly FAxxc1 Martinc7> P£ (EL, IYc.G47i8Y l an tAcda4ashawrz atxive a�g a SffA.i assthan�a#csaurJc. er&�md capatxsaf this dou:r�astan nat ctwxi�rad sFgnri and scakrd and ifaa 59Aa2 authanto9ksswde mc:.t im aadfid matsye]atmnk i myias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of these functions. Installers BCSI (Building temporarryY Component Safety Information, byy TPI an7'SBCA) for safety practices pnor to performing shall provide bracing BCSL Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a per properly allached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections propefly B3, B7 or 810, as applicable. Apply plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions - Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSI1TPl 1, for handling, installation bracing Vusses.A this drawing truss in conformance with or shippinq, and of seal on or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. cover page_ , The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Job Number: 136DCS014 Ply: 1 SEQN: 681692 / T50 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJ H DRW: Truss Label: FT17 Wgt: 64.4 Ibs .. / ... 10/13/17 T 1 17--}---' 1'4" -- (TYP) A B C D E F G H I 10'4" iiLIZ,W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 1 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.001 B - - Des Ld: 55.00 EXP. NA HORZ(TL):-0.002 B - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft CreepFactor. 1.5 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.074 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.018 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CS 1: 0.031 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): VIEW Ver: 16.01.018.0614.19 Wind Duration: NA WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. No 7` STATE OF V. IV.-, J ♦ Maximum Reactions (Ibs), or "=PLF Loc R I /Rw /Rh /RL /W J" 109 /- /- /- /- /124 R Min Brg Width Req = - Bearing R is a rigid surface_ Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 2 0 E-F 2 0 B-C 2 O F-G 2 0 C-D 2 0 G-H 2 0 D-E 2 0 H-1 2 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 0 -2 N-M 0 -2 I Q-P 0 -2 M-L 0 -2 P-O 0 -2 L-K 0 -2 O-N 0 -2 K-J 0 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -60 1-1 0 -41 J-1 0 -8 W Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-Q 0 -124 F-M 0 -133 C-P 0 -136 G-L 0 -136 D-O 0 -133 H-K 0 -124 E = N 0 -134 40 013A38 Ff 5B 81 B0 8B 7F48 00 99 2E 85 FB This Item BanbeesaI atm /%OMandscaledbyMar AMtartincr, n (n., uc. tl37tr21 an the dak, shcwn above siting a SHA•1 a thentft= A¢cede. r^�ted capiasarttus dazrecAaaa natcasnSdacad zidncd and zcalod and the S,?A:-1 aAfiwteatess wde nmt ba verIfLadm=f dectrarsis ra:pins. —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, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, e. A fpTy plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise, 12efer to 60A-Z for standard plate positions. a division of -11`1 1; or for h acceptance any structure failure to build the g or cover page in. The suitability ® Boise Cascade Double BC CALL® Design Report MEM Build 6080 Job Name: 4EHB Hayden D Address: Lot 14 Creekside 136DCS014 City, State, Zip: , FL Customer: Code reports: " ESR-1040 -3/4" x 16" VERSA -LAM® 2.0 3100 SP Dry 11 span I No cantilevers 1 0/12 slope File Name: 136DCS014-Beam.bcc Description: DesignslBM1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: Floor Beam1BM1 October 13, 201710:24:56 BO I 20-07-08 B1 Total Horizontal Product Length = 20-07-08 Reaction Summary (Down / Uplift) (lbs ) Bearing Total BO, 6" 5,818 I B1, 7-1/2" 5,424 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-08 40 15 01-00-00 2 FT3 Unf. Lin. (lb/ft) I L 00-00-00 20-07-08 321 119 n/a 3 FT10 Conc. Pt. (Ibs) L 03-09-12 03-09-12 509 189 n/a Controls Summary Value I % Allowable Duration Case Location Pos. Moment 25,803ft-Ibs I 69.1% 100% 1 10-00-15 End Shear 4,881 Ibs 45.9% 100% 1 01-10-00 Total Load Defl. U313 (0.753'j) 76.8% n/a 1 10-00-15 Live Load Defl. U442 (0.533") 81.5% n/a 2 10-00-15 Max Defl. 0.753" I 75.3% n/a 1 10-007-15 Span / Depth 14.7 n/a n/a 0 00-00-00 Squash Blocks Valid % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified B1 Wall/Plate 7=1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified �tt#ttpt,� � " Notes I+"410 ew Design meets Code minimum (U240) Total load deflection criteria. �a • « .. W Design meets Code minimum (U360) Live load deflection criteria. Is Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. • I � RA , N sue(. A 40 01 5A 38 ff 58 81 SO 68 7F 48 00 99 2€ 85 IB r 41sts (tam $cts8cm eHctrnn�s f sS�ned ass3 saafe66y.htaasai)datttlsa'. ?E (2t, ltr. rsF3S2.} ct7 [leediEilshDYla a6rdu tag a SFPR-P � nuthant4rat�aa eav'E I .�'mtaflccgto<xa1'ttssa}armxrt ar�not cseuir�r¢d rg,eeard txnkd aav}tftra �£R3 �fsanfisa.r�c moat 6r aaNfSa� exe aerydcxt,cr� cedes. ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM(g) 2.0 3100 SIR Floor Beam1BM1 Ulm Dry 11 span I No cantilevers 1 0/12 slope October 13, 2017 10:24:56 BC CALCO Design Report Build 6080 File Name: 136DCS014-Beam.bcc Job Name: 4EHB Hayden D Description: DesignslBM1 Address: Lot 14 Creekside 136DCS014 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �i Li b —d— Completeness and accuracy of input must be verified by anyone who would rely on a • r • • output as evidence of suitability for particular application. Output here based on building code -accepted design c properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2° c = 12" (800)232-0788 before installation. b minimum = 3" d = 6" BC CALC n0, BC FRAMER®, AJST^', ALLJOISTO , BC RIM BOARD- BCI® , Calculated Side Load = 440.0 Ib/ft BOISE GLULAM-, SIMPLE FRAMING Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM®, VERSA -LAM®, VERSA -RIM PLUSO ,VERSA -RIM®, point loads, please consult a technical representative or professional of Record. VERSA -STRAND®, VERSA -STUD® are Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade wood Products L.L.C. Construction Details Top Loadesd Only ComecUm D w + 19'rnr 7M•-- _.• 11 nin. When 2 pieces of I -So ! Versa -Lanham loaded from abl Nail 9-1/7 and 11 718" beams w/ 2 - rows 19d box or s 011%1,1181ftrI�e *f� NO 047182 00 OP 16 I'm STATE OFA yid 's Nail 14', Wand 18' beams w/ 3 — rows 19d box or sin! SERIAL #: 40 01 SA 3$ FF 56 18Q B 7F �s 00 99 ?€ as FB Nail 24w beans w/ 4 - rows 18d box or sinker nails. �l,� ��°e� ��°da ,� b� ,taatt��, 7i ('el, lEc. ea3i82) txf tAe ca3a.zhavm 3bw..tng a sFi�•a ulheritisaZe.aseo:€c. ariatedecPk.Vf1W1 da.x+ew—tat "ui ed ragwd; d=10,i xr+d ttu 5�+..@s: aathentdca?l�av ca.^'e mint Ec+�eNf�d us xoy dretm�e� CFZpiCL Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ord 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt - 1,00 nr, lPn n t, 1Jin1 R-A. 15' Mann Holnht. Pnrtlnily Fnclnsed. Fxnos D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (I) lx4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B C #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' - S P r #3 3' 8' 5' 9' 6' 2- 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14, 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' V 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' n% Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' V 14' 0' 14' 0' 01 4' 0' 1 6' 8' 6' 11' 7' 10, 8' 2' 9' 4' 9' 8' 1 12' 4' 12' 9' 14' 0' 14' 0' J S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7- 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d (U D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' Il' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' e' 10' 4' 13' 1' 14' 0' U 01 / #2 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-> L U S P P #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' SO' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' to, 10, 13' 9' 14' 0' 14' 0' 14' 0' (3) O H F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' to, 10' 12, 8' 13' 7' 14' 0' 14' 0' 01 4' 7' 7' 7' 7' 11' 9' o' 9' 4' . 10, 8' 111 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 1 14' 0' 14' 0' Id, 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' �10Q1 r D r L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 111 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8- 6' 0' 7' 6' 8' 0' to, 2' 10, 10, 11' 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' 0' CS S P F #3 4' 7' 1 8' 2' 8' 5' 9' 8' to, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L7 U U u P I� Stud 4' 7' B' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14, 0' X #1_ 5' V 8' 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' to, 1- 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' . 7' 4' 7' 30' 9' B' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' e' 1 9' 3' 11' 6' 12' 0' 13' 7' 1 14' 0- 14' 0 14' 0' ble Truss Diagonal brace option - T vertical length may be doubled when diagonal 18 X -Frace-Is-used-Connect L I diagonal brace for 6001t - at each end. Max web - - Brace total length is 14'. _ )K)K 2x6 DF-L #2 or better diagonal r I Vertical length shown I bracer single B, In table above. or double cut L 1 [I I 45' (as shown) at j upper end ontlnuous Bearing 11of llflr Connect Diagonal at mid olnt of vertical web. '' Refer \\\ \\+1\ to chart above for wwVARNINGlew READ AND FOLLOW ALL NOTES -UN THIS DMWINM ..IMPORTANT- FURNISH THIS WAVW To ALL CONTRACTORS D=UDD(G Tie DATALI.ERA • . Q' �GENS+n' Trusses quire extreme care In fabricating, handerg,'chipping, Installband bradrg Ref, rsa fe end re folio. the Intest edition of BCSI (Bulding Component Safety Information, gy TPI bad SBCA) forty W,f( g;actic.. prior to performing these functions. Installers shall provide unparary bradng per BCSL Unless noted otheMse, top h-d shall have property attached structural sh9tNng and bottGm ddmrd / ebs Locations sham far p ic:%ti lateral t- to shall have o properly attached rigid sections each ace H7 or Beta as nppl,coble. Apply pietas to enU face seed W the shall have bracing instanetl per above of trIs and ppoosition as shown above end fxl tne Joint Details, unless natetl otherwise. Rei- to drnwxps 160A-Z for standard plate positbnz or AN 11'W QOMPAW AlpL e. o division of ITV Mding Corgmente Group Inc shalt not be respansa,lo Par arty devlatlon from this drawing, any failure to build the truss In eonfornance with ANSI/TPI 1, or for handling, shipping, s f'l1� R. Ire. Pi Q9 a T_ Installation 6 bracing of trusses. A seal an this dra.Ing w coy page listing this dravha hx0cates accepts of professional enptr,eerkq ro sdely for SM design shore The szdtalWty and use of this drawing 'yey 1 3rive for any strueb.•e�e responslbWty of the BWNrg Dedgner Per ANSIyTPt /'i/r�reseeortperhUk1\ MO Earth City, M083048 Earth City, For more Information see this Job'. general notes page and these web sites+ ALPINE, wwtatalneitw.eand TPI, wew.tnlnstorot SBCto www.sbd:industrv.ornl ICC, wwwJc=4fe4M 771fr Bracing Group Species and Grades. Group A: S ruce-Plne-Fir Hen-FIr #1 / #2 Standard #2 1 Stud 03 1 Stud 1 1 #3 Standard ➢ou las Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group B, Hem -Fir NI & Btr al DO u las Flr-Larch Southern Pinewww al a1 #2 a2 lx4 Braces shall be SRB (Stress -Rated Board), wwFor ix4 So. Pine use only Industrial SS or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load), Goble and supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) naits. )K For (1) 'L' bracer space nags at 2' o.c. In 16' end zones and 4' ac. between zones. 3)()FOP (- 'L' braces, space malls at 3' o.c. In IS' end zones and 6' o,e between zones. 'L' bracing must be a minimum of 80% of web member length, II Goble Vertical Plate Sizes II Vertical Len th No Splice Less than 4' 0' 2%3 Greater than 4' 0" but -_less than 11' 6' 3%4 Greater than 11'-6'-- -4%4 + 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 TOT. LD, 60 PSF MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 Ort 120 mnh Wind Sowed. 30' Mean Heloht. PartlaRv Enclosed, Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Verticnl Spacing Species Grade No Braces (1) Ix4 'L' Brace r (1) 2x4 'L' Brace r (2) 2x4 'L' Bracer (1) 2x6 'L' Brace r (2) 2x6 'L' Brace X1. 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' B' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' V 11' 3' 11' it, 13' 7' 14, 0' U u r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It' 13' 7' 14' 0' O I� r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' 01 #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' —� S P #2 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' I, 0' cv D F L Stud 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10, 10' 13, 8' 14' 0' Standard 3' r3' 4' 3' 4' 7' 5' 8' 6'1'7' 9' 8'3'e' 11' 9' 7' 12' 2' 13' 0'U +> _ SPF #1 / #2 2' 7' 2' 7' 5' 8' 5' e' 9'10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 0' 6' 7' 7' 5' 8' 4' e' e' 9' It' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Q1 U O iJF 11 Stud 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Standard 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 121.81 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' B' 111 10, 2' 10' 7' 1 13' 5' 13' 11' 14' V 14' V S P #2 4' 2' 7' 2' 7' S' 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' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ %,D D F L Stud 4' V 5' it' 6' 4' 7' It' 8' 5' to, 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' il' 0' it, 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' G. to, it, 11' S' 14' 0' 14' 0' 14' 0' 14' 0' LD X U O i J F �l Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, li' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 6' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 1 9' 5- 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' s-1.1 I D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' S' 8' 1'1 8' 7' 1 10' 11' 11' 5' 12, 8' 1 13' 7' 1 14' 0- 14' 0' About able Truss Diagonal brace option, T vertical length may be doubled when diagonal 18' brace Is used. Connect L I diagonal brace for 6900 at each end. Max web I Brace total length Is 14'. )VI 2x6 DF-L 02 or better diagonal 'r Vertical length shown brace; single 8' )K In table above. ' or double cut L 1 45 (as shown) at upper end. Connect dlagon6r-at I I ' I ' ' ' I 1f111 Id I t f vertical web 'V1� Vil Refer to chart above for max gldb� e Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem-Flr #1 / 02 iStandardl 1 42 1 Stud a3 Stud 1 1 03 Standard Do u Ins Flr-Larch Southern Pinerrr a3 ia3 Stud Stud StandardI Standard Group Bi Hen-Ftr 01 & Btr al Dou ins Fir -Larch Southern Pinerrr rt at a2 a2 lx4 Braces shall be SRB (Stress -Rated Board). rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11 values may be used with these rades. Gable 1 russ Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous hearing <5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2. 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0.128'x3,0' min) malls. X Far <1) 'L' brace, space nails at 2' o.c. in 18' end zones and 4' c.c. between zones. i )War (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 00% of web member length. Gable Vertical Plate Sizes erticnl Len th No S lice LessVthan 4' 0' 2%4 Greater than 4' 01, but I 4X4 less than l2' 0' * Refer to common truss design Par peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, m pan o —WARNDRDss READ AND FOLLOW ALL TOTES ON THIS DRAWIMtJ optp0{iTANTu FURMSH THIS ➢RAWBO TO ALL CMMACTMS INMUBING PC DISTAUXAS - ♦.�` ��, - ♦ a, REF ASCE7-10—GAB16030 DATE 10/Ol/14 Trusses require extreme care b, Patrlcatlng, hnndtlrg, shipping, Installing and bracing. Refer to and follow tha taten edltion of BCSI (Busdrg Component Safety Information, by TPI and SBCA) for safety �"JEN& ` w� �� ` `� p... Itc s prior to perfornMg these functlons. installers cMtt provide tent, ..ry brad.g per BCSL Unless top hove attached struaturat sheathing and bottom d,are Cl Zvia DRWG A16030ENC101014 noted otherwise, chard shalt properly shall have properly attached mold eeDkg. Locations shown for permanent lateral restralr)t of webs installed BCSI 33, 87 DID, Apply to each face / IT a n F chall Mva brntlng per sections or as applicable. plates of treats and ppoo Men as shown above and an the Joht Details, unless noted otherwise. Refer to dw•Ings 160A-Z for standard plate positions, _ f = Ill�ri� Atpine, a dMslon of ITW &AIM, Conponents Group Inc shall not be responsible for any deviation from -r A 1 E OF 1I AN WCt7MPAW this drawing, any f.1—e to biltd the truss In ...Pormance with ANSI/TPI 1, or for handkino, sh;pphg, L bracing trusses. -O IQ.4 t�0 R MAX. TOT. LD. 60 PSF installation of A seal on this d`awino w cover page Ustkv this drawng, bMeates neceptance of professlawl Par the deslpn sham. The use of this drawing s �/ ' v - R �� ring —ponsbUty solely sWtQMty and for any struche ris the eecporiaMty of the Butldhg De%JWww per ANSVTPI 1 Sec2. <, a3♦ MAX, SPACING 24,0' 13389 Lakel..t Drive Earth City.MO 63045 arwi-w awe io `wnatbnosee tWs�Job^r genprol notes.,�wge « ntl these •eb sltea ...� ..., rewfanrm Pf4P �` tt�Z Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces, Brace is 90% of Member length, %Pc 's .16 No 'L' or 'T' brace required In lieu of scab_ brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Reinforcing Member Truss �pacea- 4' oc. 4 NoDS Gable vertical length greater than 48' 'L' or 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +@Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls. 10d Common (0,148'x 3.1,min) Naps at 4' o,c, plus (4) nails In the top and bottom chords. Toenalled Nallsi 10d Common (0148Ix3',min> Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A140150510141 A13030051014, A12030051014, AU030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014,-A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A1403CENG101014,_ A18030ENC101014, A20030ENCI01014, A20030END101014, See appropriate Alpine gable detail for maximum unrelnforced gable vertical 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toenail - Or - Mn, End-nait To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' _ Maximum 'T' Reinforced Gable Vertical Length '�L30_x 6' 7' = 11' 2' v V ��� ^ n Illy\�Ifl AN 1T\N COMR4NY 138891a . Mont D tie EBAh CIry,M063045 SAWARNMEN READ AND FRLQV ALL NOTES ON TM Dwwarra 020FURTAMT" FUR = MW DRAWING TO ALL CON RACRRS WIUDIPG THE WTNJ.ERS Trusses require extreme can in fobricattg, handift, shbpft, Instating and bracing. Refer to and fallo. the latest edtlon of BISI (&idrg Canponant Safety -T wrtatbn, by TPI and SBCA1 for soFety p�n�des prbr to perfonft these functions Installers shall ovbe t brac�o r BCSL Unless noted otherwise, top chord shall have properly attached �sirucbrnl Shen and b�ottan chord shall have a properly attached rigid ce0.Fp Locatbns shorn far penoanerrt lateral restroht of cabs shall have lea Mstases per BCSI and on D3, 8T or Det °s ss no d a plates to each face �q aW y of truss and ppootion as shorn above and on the .b4,t DctaDs, unless rated otlxrdse. rm ReMfto drnregs 16a1i-Z for standordpositbl not be resp°ns6te for nnY devhtbn fro, e, o division of ITV BW Components this a'tion any falure to the truss b ornnnce with ANStrtPt s, a for no^'urq• eKppirp• hstallatkn L bs dra of trusses. A heal an tl'IS draw an` cover Pa Us" this dawft, t,dkates accwtance of professiond kqre %slb �+lyfor n h' of�,r w The suer b"r onevrPm Iofs.a� °•°+° Dealgrrr P� For ware tnformetbn see this Job's General notes popend these rsb sltvn ALPINE rrralpt,eltrconl TM rrrtak,storal SBCM err .oral ICP rrrJccsaFe,oro !a ,,3. �„ , ,� 4,. ?�J. '9Nry'•, =4, P�y�GCNgat, ,',,A No aa7laz ti. * cs &s'aTE of .'au �p��,. ,,. 'y• WOILS,R58U6tpflam9,�Ura ----- -- MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX, SPACING 24.0' Hip Frame Details Hip Frame 2; 'R' Lthed Use this detail ASCE 7-10, 180 fort Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 Mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for hint top ASCE 7-05, 140 Mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where Indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Structur 4 anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hln,,%fy±t� 'FiNarlins. —VARHBIGI— READ Alm rMIlIV ALL NDTES ON TM BRAVRI(d Qr' GEN REF HIP FRAME oBd WANTww FURNISH THIS BING RAVTD ALL MTRACTMM I CLUBOK. TIE INSTALLERS. n Trusses req," extreme care In fabricating, handllnB, shipping, InstalUnp and br..1% Refer to pad • �\ S` �cl,�` Y DATE 10/O1/14 f,Uas the latest edtlon of BCS1 CB 1, Cahponant Safety Infornatlon, by I pad SHCA1 For sofety � Nn 1_ proctkea grin to perforNng thews iuncilons, [nstnUers sYnll pravlde tenporwy braUnp per HCSI. = teas noted otherwise, top chord shalt have properly attached structural when g nn bottom chord _ * _ DRWG HIPFR1801014 shall hove n propeHy nttnchad rlIppww ce¢Ing Locatto chpwn For pernanent lateral rastraht oP ebr. _ d ��� � chnll imve MAcing Instnlletl par BCSI sectlonc B3, W or Hlg, as nppllcable. Apply plo<ec to oncn Faca = S ~ of truss and ppoosltlon as shown Above and on the Joint Details. unless noted o rvise. Refer to dra.Mgs 16M-Z for standard plate posltlor. .� A E OF Atotrw, a dvhlon of ITV BuUding Comp—M. Group Mc shall not be respansAHe for anyy deviatbn iron � Q^ AN fl WaDMPANY Ws drordng any facture to bold the truss to conforms rce with ANSI/TPI L or for twuw0.n& shiPpin& Instnllntbn L brodn of trusses. �i } t'l 1 A seal an this draalre or cover page UstkV this drn.t+g, tMcates ncceptAnce of professkewl C 7338E Lakefront Drive for a+Ys ructiverosb thesdyfrlthe deatf�ie HiiRdng Bedgnar PeryMLS[/TPi t SecE ��g ,{IeRRCllplfY,�l , C\,4tt 338 City, MO 63045 For nore Worlatlon see Oft Job's genarol notes page and these web sites ld/1111/111111111 ALPIND wwsalphWtw.coml TPB www.tpinstargi SBCAi .ww.sbclmdustryorgh IM wwwkcsafearg 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)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 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 mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss installation, Or Purkins 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 purtin 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'. 3X4 Valle 12 M::�� Spacing 2X4 Pitched Cut -- 8-0-0 max Bottom Chord Valley 04 Toe -nailed wa 12 12 Max. F— -�—_ _ X_ 3 _ 1X3 6-0-0 — �0\ 1X3 5X4 SPL (Max Spacing) 1X3 2X4 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, 2X4 4X4 Square Cut Stubbed Valley Optional. Hip Bottom Chord End Detail Joint Detail Valley Partial Fri Plan \\I\\II{11111/l/JJ� FI F� I 1 iJl� 2 III�IUUr—� ill"=I� AIL AN 11YNaDMPANI' MVAF*nNG- READ Jum FUUMV ALL N= 131 This MAV3Nri --UfMTANrl FURNISH THIS WAVDG M ALL CON1RACMRS VICUMM IM INSTALLERS, Trusses -cpk...trans core h Fabrkatbq, handling. shaping, InsialMg and bradrig. Refer to orw Wasthe,ate.* "tiort of prior perforrdnoCSI the-JF-tlor- Idlers shalt p—kie t goaraTPI ryyb,,ddrrp ptr BCSLSOCA) far safety Pxd..a natea atherNae, top @how :tiara ha e pro Pertr attached et ucsvN @heath ro and bottom Dhow shall haw properly attached W celc& Locations shown for par At lateral restraint of webs shall Nava bra Installed er I ae nc 93, B7 Blo, c opplkable. Apply plates to each face of truss ord podtlon as shown above and on the .blast Details, uh lace noted otheMsv. Refer to dm bgs 16DA-Z for stwWaw plot@ posh, s Alpine, a ®vbdor, of ITV Buller ig Conpments Gwp trc. snau not bs rcsponsRir for any devlathr, fra. Fakirs to build the truss N Nth ANSI/TPt3, or for hnrgtlr.p, shlpp4�o this dr%W, �`IVAY �% f e„ F q! l -� `�.t"�• A /. = �V F' V5T�TF TC ILL 30 C DL 20 13C DL 10 p q LL 0 - TDT. LD, 60 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 SS M nl llde5 Earth Cily M063H45 Earth City, any coniornonce Instatlatbn t brachg of trusses. A seal on ttds d nhv or saver page Uwft this drn ft, Mcates acceptance of profasslonnl vnglneerk., rospats8Y11tY adety for the dreg, shorn The swmbuq and use of this dre.e.g for any struCMf k tho rospalsmlUty of tlu BArinp Msyner per N63/TPI 3 sec2R/''. For none lnfornotbn see this ,lab's oenerol rrotes piwooe and these web sites ALPINE, w@walpineltw.con, TPI, www.tpblst-o, SSCA wweadxbu3uatry or Q, ]CO eww.kcs-F--g .cam `Jp .� Q `p� L.�'. %-�Slnat��`�`•° = UR,FAC,1,25/1.33 1.15 1,15 SPACING 24.0' GYM Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DI-= 5,0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. mis Refer to Enolneer's sealed truss deslon drawino for oloovback and base truss soeciflcations, Detail A i Purlin 12 Up to 12 Spacing = 24' o,c, or less ends and at 24' max o.c, spacing In between. � Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 V 4' Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' ox, Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3,51), \\ I I \\ / I I I I Purlin Spacing > (/ 24' o.c, max FuLLTop Chord Scob (Typical Each End> Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o,c, Notes If purtins 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. 1)a}{JfJiijlJj -VfJ l`g"i2 . READ AND FMAMW ALL MITES aTMTDRAVDxa ,0 MP`v ll�fslt, ssQiTANTsw RWSNMs TDRAVR)G TO ALL CCKTAACMRS MMULIM THE INSTALLERS Trusses require extreme care in fabricating, handling sHpping, Instaaing and bracing. Refer to follow the latest eNtlon of BCSI (Bolding Component Safety Infornaticn, by TPI and SBCA) For safety .��GE�s proctkes prior to perfcrr Mg these functions. Installers shall provIda tsnporaryy bratlrg per BCSL fl U Unless noted otMndse, top chord shall have properly attached structural oneotMag ontl bottan ,]nerd z �V t sh II have a property attached rIg1d ceNng. Locations shown for pernnnent lateral restraint of ebs d I7 �� shall hays braclrig Installed per BCSI sections 1U 87 or Details, ils unte able. Apply plater to soli Faco = {II 11=� of truss and rpo4M, 0 -Z shown andar Man the i Joint Detaec, nmlrsc noted otherwise. _ Refer to drowings 16gA-2 far standard ptnte positions. Alpine, a olvlslon of ITV &AlN2 Componants Group Inc shall not be responsible for ony devI.Vd. from +'(J AN ITWCOMPANY this drawing, any FaBwe to bW the truss in conformance wM ANSVTPI 1, or for ha , shlpping, :!%may AT� or installation 6 bracing of trusses, N A sent on this &-t g r cover page Usthg W. dr..I g, b.Acates acceptance of profesalorW 1611, pia 1 h respons8>eJty solely for the design stem TM s>rtab4tty and use of tNs araeft for any Is the resporatbllty of the BWdtrg Designer per ANSViPI I Seca dq 13389 Laiebont D'We For none InFornatlon see this job's general notes page and these web sites, r! Earth City, MO 63045 ALPIKi rwwalaMNtw,coni TPD wostDinstorai SBCN www.sbcvdustryaroi ICO wws)ccsafearg Piggyback cap truss slant relied to all top chord purlln 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. Attach purlln bracing to the flat top chord using (2) 16d box nails <0.135'x3,5'>. The top chord 83 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 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note, Nailing thru holes of wave plate Is acceptable. R In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 end 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. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'xB'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0.128'0') 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 Piogyback Plate One 28PB wave piggyback plate to each face @ 8' o.c, Attach teeth to Igg back at time of fnbricatlon. Attach to sup or Ing truss with (4) 0.120'xl.375' nails per face per ply. o Piggyback fa laces may be staggered 4' o.c. front t CING 24,0' EF PIGGYBACK ATE 10/01/14 RWG P13160101014 CLR Reinf orcing This detall 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 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforce men t, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise-on_Engineer's sealed design, 010 Center scab on wide face of web. face of web. Member Substitution T-Reinforcement Or T-Reinf, L-Reinforcementi 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 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nalls at 6' o,c. Reinforcing member Is a minimum 80% of web member length, Scab Reinf. -WARNMM- MAD Aim Faunv &L NOTU a TM DMWM61 Tr�� TC LL PSF REF CLR Subst. ..V"TAKM F1R M TIM BRAD ALL ua To CMffMMRS :LlmM TK TNSTALMM .� � %, Trrearn. cor ...ten in fabricating, h-. Vg, shipping. ci . Instan" brang. Refer to" ��� % � TC DL PSF DATE 10/Ol/14 fo80. the latest edition of BCSI (Bu0.dahg Component Safety Information, by TPI and SBCA) for safety f+ A. Macticas prbr to =or Mg these functions. Installers shall provide tan.,-ry bracing per BCSL `� t1 E�s� ess noted otterwse, top chord shaft have property attached structurel ahem ng and bottom chard (k` C DL PSF DRWG BRCLBSUB1014 shall have a property attached 5go celWO Locations sham For permanent lateral restraint of webs .hall no" broctrg Installed per BCSI c.ctlnns 83, B7 or BIe. ins kablo. Apply plates to each face d (� (�O f tr�w. and Won as shom aba .and an the hest BetnFs. °°�`esw oared otherwise. = � IC LL PSF 'L�—Lf Refer to drawn0a Won Pw standard plate postbns Alph C&Lidan f Iry D.Rdina component. Croup Ina. shall not be responsible for any denatlon from i t U ?OT. LD. PSF AN fTWCOMPANY the draws, any Fallure to bund the truss In conformance with ANSI/TPI 1, or far he it, shbpine, Installation 16 bracing of trusses, A sent on this draws or saver pin listing this droving, indc.tes acceptane. of prof.sslarmlQ. iq ysolely For P. design sham The sWtabelty and use of Ms drawing � Q ar P . DUR. FAC, far any one y strticGre the regwdifl mcy of the BW ding Designer per ANSLnPI I Seen `� 0 A I D �+' 13389Laketront Drive Earth City, MO 63045 er erue— note lnform.ti.n ... this�J. . go I notes 'pag. and the- eb Meae.,...... /W.!!llM��ff���17'/o-l.... ne ll�ltu .Aia` SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detail.. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secies as damaged member. Apply one scab per face. Minpimum side member length(s) = (2)<L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, Nall Into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nail using 10d box or gun naps (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail 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 .-1111 L L 4' o,c, Typical ~ + O + O + O + O O + O + O + 0 + —1 2' [-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailst 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 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# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chordl 2x4 48' 3460# 1 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 6660# s L Hlydnun D L D stance L Mn""'n L Distance B L L d I I ILJJO rg ��— weVARN]fKiise READ AND FM OV ALL NOTES ON THIS BRAVD43 oDWORTAHTss FUMSH THIS DRAVH4 TO ALL CONITiMTORS DiCJZM THE INSTALLERS. Trusses requW xtrene care in fabricating, h—dMG, cKpping, Instotuna and bracing. Refer to and foHow the latest adltlon of BCST QuAdIng Corgwnent Safety Inforrwtbn, by 7PI arm SBCA7 for safety actices prior to perfoming these functions. Instillers shoU provWe temporary lraM per BCSL Unless noted otherwise, top chord shall have properly attached structural sheatHng an� botton char chap have a properly attached Ngid ceiling, Locations shorn for permanent lnterol restraint of ebs shall hove lu'oUng Installed per SCSI sections R3, B7 ar B20, as applicable. Apply ptates to each face of truss and ppoosltlon as shown above and on the Joint Deto4s, uni s noted otherwise. Refer to droNngs 16OA-i for standard plate positions. ��\` 7Z v. _C. -A� "rr "+r, GGrY r, U '`� �` �' \v No, e 7i 0� REF MEMBER REPAIR DATE 10�D1�14 DRWG REPCHRD1014 AN fI VV ODMR4NY D-e.cture Earth CityeMOl630o6 Alpine, a dvlsion of ITV Building Components Group Inc shall not be responsible for any deviation from this drawingany falture to bAd the truss in conformance Nth ANSLTPI 1, or for har.Ung, sNppkv, installation L brocing of trusses, A wed on this drawing or cover page Usrig Ws drawing. Indicates ..—Pt.— of Prafe-J-rdl eng4ieerYg re>aonaB+4lttyy salNy far the design shown. lM siltabslty and use of tints WnsNg for any st+r+!s fife responsIlAty of the Mcling Designer Per ANSI/TPI 1 See2 ALPINE, :.:Aa i°:cen °rPi`:.. ;m6bore� SECA, wwe.sbCl dustryorg IM web m�rseofaarg i�rt i(\ . S /r R r�('�1 lt iti+ O �A''Af�� AL, p�`'�`` SPACING 24.0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER f EXISTING FILLER I - 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 CH❑RD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD -OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF--REQUIRED—BRACES,—SUCH—AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATI❑NS, ETC. IT IS NOT-POSSIBLE—T❑-DEVEL❑P_ 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 PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS mnTP'n ON THIS SHEET I USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY L❑CATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. N❑TEi FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION. ISHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL C❑NNECTION. 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 (J❑INT SPLICE), FIELD APPLIED I - 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) lOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BL - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND _8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF - VERTICALS MAY BE JOINED BY (2) 3z6 TRUL-OX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE -OF -- TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' L❑NG'MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). VARNDXda READ AND FOLL13V ALL RITES RI THIS DRAVDVfd oDPQtTANi�s F AN21 ndS DRAWING TD ALL CUKTRACMS DYIIJ M THE DISTALLaM Trusses regWre aatrene care In fabricating, handli q shlppl g, InstalUno and bracing.R•Fer to and folio• the latest erstlon of BCSI (B,dtling Canponent SoSety [nForentfon, by TP[ and SDCA) for safety pprfa6ctic% prior to performing these functlons. Installers shall provide ter�parery 6radng per HCSL Unless noted otherelse, top chord shall have property attached structural Shen and batten tla shall have n properly attached r a celb,g. Locntbre[ shorn for permanent lateral restraint of •eb; shall have Mn.1 Installed per BCSI sections H3, B7 or BID, os applicable. Apply plates to each face of truss aM ��eedthn as shorn above and on the Joint Details. unless noted otherelse. Refer to droehgs 16CA-Z for standard plate posllttlo . AN RW CIDMPANY this�d-OV, vany Fulare to�bWld the -t—st In conFornance elth ANSUTPln� shall net be I p1, or for foha SFr Installation L broclnq of trusses. A sent on this draehg or cover Pape UstLq this drawing, buicates acceptance of profesdoeal rrspanskiULy solely for the design she— TM su1ta61hty ord use of this droebg 133811 Lakefront Drive far dme Is tlm responsFlttY of the BArLg Designer par NtSt/f 11 Sae2. Ewlh Ciry,MOG3045 For nore Inforhaton see this Job's general notes page and these mob sites. ALPDAS re•Aiotneitscmu TPp —toInst.orw, SBCN Yee.sbchdustrYorol ILO mooimsef—v NE NS� �VI Pi vo .�`� REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 f t mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', 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 wall connections, ■■WWrANTo � TM nrr°Av�n� °NVL �+�roIs THIS MA anru Lfxs \� �: a �i•^ • �� •,'+� TOTAL TOP CHORD REF 2X4 SCAB ❑,H, DATE 10/01/14 trusses requW wxtrme core In fab,kutig, handUnp, sl,fpphg, Inctnwng and lx-ncYig. Refer to and follow the Infest etlKiari aF BCS[ ®uatltr+g Component Safety Infor,wtlan, by TPI and SBC,U for safety BCSL DENS -� ` g�' \ LOAD NOT TO EXCEED 40 PSF DRWG ❑HSCB2X41014 prnctices Pr'ar to perFornhg tMse .1( h ns, [nstallere shall provide ter�pornry brndnp per Unl noted otherly top chord shall have properly attochfo structural ahea g on bottom chord loteral No (DEAD PLUS LIVE) shall hove n properly attached Ngkl ce4Nqq Locatbns shown fop permanent restraint of webs 11 have brachp Installed SCSI sections 83, 87 or 818, as applicable. Appiy piotes to each face per of truss and ppooeltbn ne shown above nrd on the Joht Detnlc, unleec noted otherwise. Refer to drorinps 160A-Z for standard pt.te Positions. Alpine, o dvN:lon of ITV BuAdnQ Components Group Inc shoU not be responsible for on devlotbn from _ CJ qTE GF " AN ffWOOMPANY t11s drnwhp, arty Fa11 re to buld the truss h conformance with ANS[/TPI 1, ar for handUrg, sNppInM hstallatbn 6 hrochp of trusses. A seal on this d-ehg or cover pope UsWg lids drnwhy hdkntes acceptulce of professional enpheereg re y solely far the design dawn D a blllry and use of this drow4q far anY stwchre the respanstdltY of the fiu8dng gasigner per ANSI/M I Sect. '0 .Q /�, ,'® �4 W �`Q y ` �, ,,. N DUR, FAC, 1.15/1.25 SPACING 24' aTPi`:w: fj (� l4ya "QNr`�' EadhCty MO 63045 ALPINE . vp pineltw.con mYc�o3al`SBCr.At sbcw�ia4o,ecS�ry rg,`icc"::wJccccn�fwarg tt````! f I STRONGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRONGBACK BRIDGING TOGETHER 4' '0' ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEi Details 1 and 2 101 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3,01) NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3> 10d COMMON (0d48'x3,0') NAILS OR (4)10d BOX/GUN (0.128'x3.02 O NAILS. are the preferred attachment methods ATTACH STRONGBACK TO O WEB W/ (3) lOd COMMON (0.148'x3') NAILS 0R (4) 10d BOX/GUN /ZD,128'x3.0') NAILS / A STR❑NGBACK BRIDGING ATTACHMENT STRONGBACK BRIDGING SPACING REQUIREMENTS Up to ID' None re ulred W to N 1 rm (At center of spW 2(' to W 2 ross a at each 1/3 V to 4V 3 rms a at each U4 ) Over 40 rms at 9 oc ZATTACH STRUNGBACK TO BOTTOM CHORD WI (2) B10 - 3' SCREWS ALTERNATIVES All scab -on blocks shall be a minimum 2x4 °stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o,c, (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point toads, such as footsteps, The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ®HHAR100 a WAD MW MUM ALL !DIES ON TIM MAWM eWFWARTa FW= 7= BRAWDD M ALL WMAC7BBS D1rJJ M TIM 9=01 MM Trwthelaesdxnofa~ ,Olu9 A,r ,,, !,�frik, TC LL PSF REF STRONGBACK s°O�°`r°i°s�s°`"Pascafes,foIle. testel BllsudIng ewa n77 5f FTV-1 TC DL PSF DATE 10/01/14' DRWG STRBRIBR1014 l`Cenahe'so�Installers °°ttel�ltrwise, chardhtwproopertached sruwa-.411Ma .Ocla,ard imes e a t BC DL PSF ti-P521 shalt have a property attached rlpkl ceu+p, Lxatims sham for perrmrmnt lateral restraint of webs shalt have bractg Mtallad per BES[ secti�s B3, B7 ar BID, ns nsolk°1ia. A tppty dates t° each face z V� A ° w= of truss andp;It as sham above and an the Jain Deftlts, urdess noted °ther�se. Q a! X BC LL PSF Refer to rtasinas 160A-Z for stardord plate posttlons. pl"r "w.OHIO r IVdII1NGOMPMNY rrV g rap tfasMa.°4p�a"ny"'fa�Avrotobulld tlm°fro `cmFor rc:°ldM Art vr°IMsi°'rasrlb`f�farh ury dtrbsran"�ryf � Nasd� TOT. LD. PSF trlstaltatiDM V �Y'acft oR truseel. S}iGµS A seal an this drawblg or cover Pa LLatbq this d'awe1Q, V.Scates amptnrce of professional e*W..e+w �salNy for t,e deafen ,lawn file suwfdgty aiw use of this o-abno mns..mnsnazaierncamasaw d - - •� DUR. FAC. 1.00 13389 Lakefront Drive Earth ,M063045 Car far ary s4vcture b reapornidKy oP &AdkV BesbKr' per ANSI M 1 SecE Far rare hfarra'tlan see this Job's general notes ord these web sft v Pas.... 1 ►.w....., ,a,. __... �.� . ,mar. �.,�P`.P°�.._,,..... ,rn _�.r....a_,...,. w. .--..-•-....--._-..---- SPACING