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Home My WebLink AboutTRUSSRANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents EEC one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS022 Printed: Fri, Sep 29 2017 Gov lnrormar►on: Address: FOR Name and License Number. :usromerlUame: Creekside Lot 22 )R Horton 3043 Woodswalk Dr 7escriprion: City, State, Zip: IEHB Hayden-2601 "D" OL OW Fort Pierce, FL oa sng n orma ion. Root Loads: Floor Loads: TC Live: TC Mad. 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 SEONO # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SECINO 1 A01 2 A02 3 5 A05 6 A06 7 9 A09 10 A10 11 13 A13 14 B01GB 15 17 M2GB 18 M6G13 19 21 V2 22 V3 23 25 EJ7 26 EJ2 27 29 BJ51- 30 BJ3 31 33 CJ7 34 CJ2 35 37 E13L 38 BJiL 39 41 FT2 42 FT3 43 45 FT6 46 F77 47 49 FT10 50 FT11 51 53 FT14 54 FT15 55 STATE. 'Of A03 4 A04 A07 8 A08 All 12 Al2 B01 16 B02 M6 20 V1 V4 24 V5 EJ2A 28 BJ5 BJ31- 32 BJ1 L01 36 L02 UK 40 FT1 FT4 44 FT5 FT8 48 FT9 FT12 52 FT13 FT16 56 FT17 Digitally signed by Manuel Martinez ■ ■ /1 I ' DN:r-US,o=ldenTrustACES Business U e Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 342.19200300.100.1.1=A010980000 • 40 FE960000211F a2017.09.2910:14AS-04'00'W� ' e, Adaobe Acrohat DC version: �D001 ss•• 2015.006.30352 SM.M 40 015A38 FF.55 81 BD 88 7,F 48 00 99 2E 85'FB ShltltarnA+s baen cMctrnnita8ys�jiad z%dualad by 1Aared Marthw� 'Pi€R.Ua.�6i'tai(nr�thm dataskAwa o:kz%rs u-da�a SStA•1 athantldt�wda. � .,. �-�i n i'ifatadcapbs:rarthi doc�-n+xtaimxrotcc�sldc*ai::.igrudxnnscalad Ma. &-A,2a tiwnbmtia wdernmtLaV&iitcdonaertalattmnl; Sias. i I File Copy __ ..Ai Page 1 of 1 ' I � Job Number: 136DCS022 I Ply: 1 SEQN: 746847 / T10 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: AH DRW: Truss Label: A01 I Wgt 200.2 Ibs I I .. / ... 09/29/17 6'47 7'10" 1 _ 13 I 18'4' 22'5"3 28'9°7 30'3' 36'8' 6'4"7 1'6'1 6'4°4 4'1°3 4'1"3 6'4°4 1'6' 647 I1I12X4E "V E 112X4 12 6 p P (a) (a) tk3X6 g3X6 D H go3X4C 1 @3X4 ci (a) (a) l4X6A(A2) B J m4X6(A2) t� P O N M L K 112X4 mH0308 i 4X10 m4X10 mH0308 112X4 6'211 5'95 i13 8'2°7 22"13 59"5 6'2"11 6'2'11 12' 14'2i1 2Z5"3 24'8' 30'5"5 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:INA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I NA NA VERT(LL): 0,159 G 999 240 B 1537 / 704 / 855 / - / 395 / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: VERT(TL): 0.346 G 999 180 J 1474 1666 / 786 / - /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.140 K - - B Min Brg Width Req = 1.8 Mean Height: 22.84 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 J Min Br g Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007I Max BC CSI: 0.759 Spacing: 24.0 C&C Dist a: 3.67 ft P Re Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) " Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1456 -2193 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183 Lumber C - D 1244 -2218 H - 1 1261 -2222 Value Set: 13B (Effective 6/1/2013) D - E 1270 -2179 1- J 1608 -2817 E-F 1452-2191 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "139" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322 K�# P - O 2441 -1275 L - K 2461 -1322 Bracing O - N 2441 -1275 K - J 2464 -1322 (a) Continuous lateral restraint equally spaced on a N - M 1502 -588 member. Or 1x4'T" reinforcement. 80% length of�! web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113":Q.5",min.)nails .yyW+', Maximum Web Forces Per Ply (Ibs) • s * Webs Tens.Comp. Webs Tens. Comp. 047182 Tray Scab(s)4. 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 E - N 410 -383 M -1 524 -606 scab to face of chord with: Nails @ 8" oc, plus �q* ; a" N - F 961 -1i47 1- K 278 14 additional nail clusters at: BRG.: (0), heel: (0), 1st oa',. ° �STATE Of: � � panel point: (0).l ��y Loadingnks.a 1 e�N Truss passed check for 20 psf additional bottom -,. chord live lead in areas with 42"-high x 24"-wide clearance. — f Wind 40 015A38 FF 50 81. B0 BB 7F49 00 99 2E 95 FB Member design based on both MWFRS and C&C. ra,hitar�Rualsce„�Iccmnsssfinedssalndayrn c3Marttnas, PEYL. Lk 041"a2fforpt1ie44 - ha�n afoarn u�n8. SHd»i tcd'ccpissmitf�sAd.- zrr5ndtccxx§3vvadsPgrs��draaWd me tim.S+rA.i asAhcnt�a.Y,ilaco£e rn�i tzfi.az;r#0ed m smydtcrmnk "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 TPl.anc�'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 propefly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 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 ANSVI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Y Job Number: 136DCS022 Ply: 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 / ... 09/29/17 64"7 T10" 14'2"12 17' 19'B" 22'S"4 28'9"7 30'3" 38'8" 6.4"7 1'6" 6'4"3 2'9"4 2'8" 2'9"4 6'4"3 1'8" 84"7 o5X6 112X4 =3X6 =47x70 =3X4 =4X10 =3X6 112X4 r1' 62"11 59"5 2'2°12 4'1"4 4'1"4 2'2"12 5'9°5 8'2"11 1� 6'2°11 12' 14'2"1 18'4" 22'S"4 24'8" 30'S"5 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl 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 / 705 / 862 / - / 384 / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.315 E 999 180 K 1447 / 705 / 862 1- /- / 5.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.133 M �) B Min B q Width Re 1.7 Mean Height: 22.50 ft 9 NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.7 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.969 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: 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 - I 1311 -1961 Lumber C - D 1284 -20M I - J 1284 -2000 D-E 1311 -1961 J-K 1587 -2618 Value Set: 13B (Effective 6/112013) 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 Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC j B-S 2283 -1268 P-O 1452 -674 Bracing�d o S - R 2280 -1268 O - N 2280 -1294 (a) Continuous lateral restraint equally spaced on Or 1x4 "T" 80% length Ike � ata� R - Q 2280 -1268 N - M Q - P 1452 -659 M - K 2280 -1294 2283 -1294 member. reinforcement. of Same & SRB better, # web member. species grade or attached with 8d Box or Gun (0.113"x2.5",min.)nails +� Maximum Web Forces Per PI Ibs ft Webs Tens.Comp. Webs Tens. Comp, Tray Scab(s) S - C 285 -11 P - G 221 -192 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 6" a :y,, C - Q 467 -624 G - O 798 630 scab of chord with: @ oc, plus 4U+4 E - Q 421 - 380 O - H 421 -380 additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). = * *�y . Q - F 798 -630 O - J 467 -624 F-P 222 -193 J-M 285 -12 Wind + a Y''�'sa� m"NA Member design based on both MWFRS and C&C. Z 40 015A38 FF 58 81110 8B 7F48 00 99 ZE 85 FB Thai Itth is btm %fined and scaled by maswal Wrtlncs, P£ (FL. Lk.04TI921 on no, daSa sbawa above t,-s#ng o SMA-1 261tenti atimm:!C a'sdatad copies alttao doctr^ar,At not cros}dfand sfdard=d sralad and the 2 xAh¢nt;cattexszode nest ba xacdf�l ert aoyt9ectrar� c�y!as„ *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any )id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, e. ADp1v plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer to a division of ' I f'I 1, or Tor n acceptance any structure failure to build the g or cover page rn. The suitability r Job Number: 136DCS022 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: A03 I 6 4�Tl F 6'4'6 1'f 12 6 6'4"3 Qty: 1 8 Ibs I FROM. AH 849 / T16 /HIPS I DRW; Wgt2 17' 19'8° 1 22'5"4 F 26'97 +30'3"f 36'8" 2'9"4 2'8' T 2'9.4 6'4"3 1'fi"'7' 6'4"8 T6 F=G G 112X4 '%3X6 I J%3X4 (a) R Q P . O N M L 112X4 m4X6 o4X10 a3X4 a4X10 m4X6 112X4 09/29117 6'2'12 5'9'4 2'2"12 4'1"4 4'1"4 2'2'12 5'9'4 6'2"12 6'212 12 T''2'1 18'4" 22'5'4 24'8' 30'5'4 368" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ctc NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.136 E 999 240 B 1449 1706 / 862 ! - / 368 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 / 793 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.134 L - - B Min Brg Width Req = 1.7 NCBCLL: 00 Mean Height: 22.50 ft Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = - 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007I 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 1602 -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 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1130/2013 by ALSC B - R 2286 -1328 O - N 1456 -702 �it�ltjpi R - Q 2283 -1328 N - M 2302 -1358 Bracing Q - P 2283 -1328 M - L 2302 -1358 (a) Continuous lateral restraint equally spaced on Or 1x4 "T" 80% length araa� P - O 1456 -710 L - K 2306 -1358 member. reinforcement_ of web member. Same species & SRB or better, grade attached with 8d Box or Gun (0.113"x2.5",min.)nails„q` Maximum Web Forces Per Ply (Ibs) @ 6" oc. a ; Webs Tens.Comp. Webs Tens. Comp. Al R - C 285 -11 O - G 221 -193 Tray Scab(s) w 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 scab to face of chord with: Nails @ B" oc, plus : ft P - F 798 - 630 N - J 521 -642 additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). t TAT OF y J F - O 224 -194 J - L 289 -15 die Wind��4 Member design based on both MWFRS and C&C.�t�'� 40 013A38 FF 511 ' 84130 86 7F49 CO 99 2E &5 FB WX itemk4z keen clad %Ag.nad and ualad by MOM Martbw4 ?£ (FL. �. g4Tt92.{ � thedaia shown atxirre using a SHR•2 au�thentkatPer, trxfc. fiendcnptual k¢k docuxsr aranot cxxxtdss�d sfgn si and sralad sssta+entcanuszeelo mast ix vrsiil assydatmnk dins. ` "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 handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) foF 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 proff�teny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin Components Group Inc :shall not be responsiblelfor 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 tusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use 0f this giawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS022 Ply: 1 SEQN: 746850 / T8 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A04 Wgt 219.8 Ibs / ... 09/29/17 2 21'8° i1""4 - 3s923 " 684°3 36� 64868'48 116 85X6 fo m 112X4 =3X6 a3X8 =3X4 m3X8 !a3X6 112X4 h1' 6'2"12 4 2'2"12 4'1"4 4'1"4 2'2"12 59"4 6'2"12 1� 62"12 12' 14'2"1 18'4" 22'5°4 24'8" 30'5°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: 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 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 6" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes Ff/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.135 E 999 240 VERT(TL): 0.311 E 999 180 HORZ(LL): 0.059 M - - HORZ(TL): 0.135 M - - Creep Factor. 1.5 Max TC CSI: 0.569 Max BC CSI: 0.577 Max Web CSI: 0.710 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 / 707 1868 / - / 344 / 5.5 K 1447 / 707 1868 / - /- / 5.5 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 - I 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. Camp. 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 " u' Maximum Web Forces Per Ply (Ibs) :A Webs Tens.Comp. Webs Tens_ Comp. a S - C 284 -10 P __ G 203 -173 saa C-Q 461 -619 G-O 732 -652 STATE F E - Q Q- F 4W - 348 732 O - H O- J 469 460 -348 -652 -619 it w; �a Via►'°" �'c'.��s" ,`�.gg'�1 F - P 203 -173 J - M 284 12 40 015A 38 FF 58 81 BO 813 7F48 00 99 2E 85 FB TtAt item➢," b—n cimcutnk2bys4nmd wo sralmd by Luzacl Marunrs, Mn. uc.uxas2l on tho dust ihaam abam trAB a sNA•i aaaritmnt3ea�a.oxdm. �tnd c�ivi.�afdi d«cs"icr.,i xm not cxvu9damd zirtnag and xalmd and then-.A4 aartlm t;mticnneode must haVt'&4d on awdoctrenk ca vlms. "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 and SBCA) toF safety practices nor to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherw!se,top chord shall have properl� attached structural sheathing and bottom chord shall have a properly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, 'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of failure to build the g or cover page rn. The suitability any Job Number: 136DCS022 Ply: 1 SEQN: 7468511 T15 / HIPS 4EHB Hayden-2601 "D' OL OW /DR Horton /4EHB Hayden-2601 " OL O Qty: 1 FROM: AH DRW: Truss Label: A05 Wgt: 218.4 Ibs / ... 09/29/17 " I 6'4"7 1 L 0 8 147121 115J' 21'8' $ 55J',13 28'9"6 +301A 36'B" 6'4°7 1 6'1 64°3 9 4 6'8' T9'13 6'3'11 1T'1i 6'3°6 vi5X6 F m G 112X4E _ H 112X4 12 6 p 03X6 0s3X6 D i F go3X4Q Jk3X4 f' io (a) (a) =UlA ) B K=4X6(A2) 3� R Q P O N M L 12X4 m3X61 =3X8 =3X4 -3X8 =3X6 112X4 62'11 5'9"5 2'2°12 4'1"4 4'1"13 2'2'3 5'10'6 6'1"10 62'11 12' 14I2"1 1&4" 22'5"13 24'8" 30'6"6 36'8" Loading Criteria (pst) Wind Criteria Snow Criteiia (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA C}: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.134 H 999 240 B 1449 / 708 / 868 / - / 328 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 / 670 / 799 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37-00 EXP: C I HORZ(TL): 0.136 L - - B Min Brg Width Req = 1.7 Mean Height: 22.00 ft K Min Brg Width Re NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 1.5 9 = . TCDL: 5-0 psf 1 Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FIBC 2014 RES Max TC CSI: 0.571 9 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 it Rep Factors Used: Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it 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 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: 13B (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) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens- Comp. approved 1/30/2013 by ALSC B - R 2285 -1370 O - N 1631 -865 i R-Q 2282-1370 N-M 2307 -1384 Bracing + ��r sk Q - P 2282 -1370 M - L 2307 -1384 (a) Continuous lateral restraint equally spaced on P - O 1630 -873 L - K 2310 -1384 member. Or 1x4 "T" reinforcement. 80% length of ° VjF+ +�++ � i �+ + web member. Same species & SRB grade or better, * e _ 0. " + ,� attached with 8d Box or Gun (0.113W.5",min.)nails � � , Maximum Web Forces Per Ply (Ibs) @ 6" oc. + Webs Tens.Comp. Webs Tens. Comp. 0 47182 + o .0R - C 284 -10 O - G 204 -173 Tray Scab(s) + C - P 460 -619 G - N 737 -652 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach + aAW scab to face of chord with: Nails @ 8" oc, plus + + r E - P 731 -652 N - H 513 -63B �, x fir,, ,,, P - F 731 -652 N - J 513 -638 additional nail clusters at: BRG.: (0), heel: (0), 1st ° .q � F - O 205 -173 J - L 287 -13 panel point: (0). err Wind Member design based on both MWFRS and C&C. SERIAL 40 015A 38 FF 56 8180 BB 7F 48 00 99 2E 85 FB rhls itat'<Ras Ixaan ek�s�,trad an9 salad by rauzvel Marttnas, � fFL, tCc.8S7.I821 t:tY tite�rr'a4eshawn aL^nva u.bg a sxdl adihentica.ttaracada. Psbud caphs*1&L-doc,rasa not cansl&rad signtdtlz lad aaad the 5'7A.3 asa7,ant,sask�rrc�ern+:st Cavesifest anaeydedmok �1as I "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses recq]uire extreme care in tabricatinpp handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building omponen[ Safety Information, bVy TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary tracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any 3ttachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, �s applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Buildin�qiComponents Group Inc. shall not be responsibl I, for any deviation from this drawing,any failure to build the cuss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e fisting 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 ANSIfTPI 1 Sec.2. Y Job Number: 136DCS022 Ply: 1 SEQN: 746862 / T7 I 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 / ... 09/29/17 1314" I T L,712 7 36'8" '9 i 89 584546664-4"9 i 112X4 112X4 M4X6'3X4 m3X8 a3X4m4X6 112X4 6'2"13 5'9"3 1' 5'4" 5 1' 5'9'3 6'2"13 1 62"13 12' 13 18'4" 23'8' 24' " 30'S°3 36.8" 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): 0.138 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 J - - EXP: C L 0.134 J Des Ld: 37.00 Mean Height: 21.50 ft HORZ (T ) NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0A76 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.488 Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: Yes Max Web CSI: 0.584 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(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 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind1y�MA j► Member design based on both MWFRS and C&C.� " 4" NX +�e No 047182 . 40 015A 38 FF 5B 8180 BB 7f 48 00 99 2E 95 FB Ehk item hubecn vitamank2botned and scafcd fry LLa et martinci, n'£ (, , Lk. WIN21 an the data shown a6ers i-.bg a SPA-1 a edscndcasienfadm rmudcoptes Jttisdocr-cmwe mat cwwd—d uaac3arad a bd and the i1W3&Ahcnttcatim sack ms.t U 7crlfW maeyd"trank cssoiez., ♦ Maximum Reactions (Ibs) Loc R /U IRw /Rh /RL /W B 1447 1709 / 868 /- / 303 / 5.5 H 1447 '1709 / 868 / - / - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 H Min Big Width Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1430 -1924 B - C 1634 - 2597 F - G 1406 - 2072 C - D 1406 -2072 G - H 1634 -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 P - O 2257 -1319 L - K 2257 -1351 O - N 2257 -1319 K - J 2257 -1351 N - M 1777 -939 J - H 2260 -1351 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 252 -10 M - F 265 -192 C - N 422 - 532 F - L 425 -194 D - N 425 -195 L - G 421 - 532 D - M 265 -193 G - J 252 -12 E - M 233 - 270 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, i e. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of '! Nl 1; or for nan acceptance of any structure is tis drawing any failure to build the on this drawing or cover pa e ie design shown. The suitability Job Number: 136DCS022 I Ply: 1 I SEQN: 746853 / T14 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: I FROM: AH DRW: Truss Label: A07 I Wgt: 201.6 lbs I / ... 09/29/17 6'4°9 13' 18'4" 23'a" 30'3"7 36'1 f 5 4"y 67"7 i 54" i� 5.4. 67.E 6.4"y 'I 112X4 T E _ F 12 6 F,_1- > 03X4C C' I%3X4 To o 1 m4X6fA2) 8 Hm4X6(A2) A O N hA L K J I 112X4 aa4X6 i--3X4 m3X8 �-3X4 i--4X6 1112X4 i-t1' i 6'2'13 1_ 5'9"3 1' 5'4" 5'4' 11,J 5'9"3 6'2'13 r 62"13 T' 12 113T 18'4" F 23'8' +4'$" I 30'5°3 + 36'8" Loading Criteria (psf) Wind Criteria Snow Crite►ia (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 Udell U# Loa R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.137 E 999 240 B 1449 / 710 / 868 / - / 287 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.319 E 999 180 H 1385 / 672 / 799- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.135 I - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.50 ft Code ! Misc Criteria Creep Factor. 1.5 H Min Brg Width Re q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FII BC 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: 0AB9 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors sed: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 itFT/RT:20(0)! 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s)� A - B 27 0 E - F 1446 -1929 Wind Duration:l_60 WAVE I 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 "13B" 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 11 11 M Wind � M - L 117780 -1006 I - H 2263 -1391 Member design based on both MWFRS and C&C. � FjV ''r" * Ile Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. I n $ 047162 O-C 252 -10 L-F 265 -192 C - M 421 - 532 F - K 428 - 200 e e D - M 424 -194 K - G 446 - 551 D - L 268 -194 G - 1 256 -15 E-L 235 -270 R 40015A38FF5881B0BB7F4800992E85FB MU itemhis bmnmlectr }sipad and scalad by FAlMartinez, Pff.(a. itc.G 71R7,f on the date stmwn aba u1bga SWA-1 auki en�aticr, exrir_ tifatedca,2iecnfttvsdonzWa3;tmanotcrmstderadsvgmdands lad and the S'kiA.laL4hentta scade mwt tanvtdfid on amydoctrark cot<las.. I -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachexriAAid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, as appiicab)le. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinccL�Components Group Inc. shall riot 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 professions engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this iab's general notes Dane and these web sites ALPINE: tnvw.aIaIneihv!mm: TPI: www.fninstom' SBCA www.sbdndustrv.mm: ICC: www.tccsafe om Job Number: 136DCS022 Ply: 1 SEQN: 746854 / T6 / 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 / ... 09l29/17 6'4"9 11' 18'4" 25'8" 30'3"7 388" 6.4-9 47"T 7'4" r4" 47'7 6'4"9 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 1112X4 I12X4=3X4°<4X8 =3X8 g4X6es3X4 112X4 62"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 8'2"13 1 62'13 11' 12 18'4" 24'8" 25' ' 30'S"3 36'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 21.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CS1 Criteria PP Deflection in too Udefl U# VERT(LL): 0.156 E 999 240 VERT(TL): 0.360 E 999 180 HORZ(LL): 0.057 J - - HORZ(fL): 0.132 J - - Creep Factor. 1.5 Max TC CSI: 0.553 Max BC CSI: 0.567 Max Web CSI: 0.528 Mfg Specified Camber: VIEW Ver: 16.01.01.0402.19 40 01 5A 38 FF 50 8180 BB 7F 48 00 99 2E85 FB rtib itarnrr" bears elearadzu4 Apad and waled by raanatl Marm= PE(FL, tta. 0471!121 on the da!a xhown abamc ustng a SH! 1 a[.�ientrcattanzmia- Pitited a�oss cisf� dxcaaerai am nat aenslecxad signs: and saah+d and tr^c5F;A�iasahenfk'at a9sa eraszt ba varit�d as any dectrank cmS.ias. ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 1447 / 712 1861 /- / 263 15.6 H 1447 /712 /861 /- /- 15.5 Wind reactions based on MWFRS B Min Big Width Req = 1.7 H Min Brg Width Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1654 -2312 B - C 1643 -2569 F - G 1508 -2203 C - D 1509 - 2203 G - H 1642 - 2569 D-E 1654-2312 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 2229 -1321 M - L 1922 -1090 P - O 2227 -1321 L - K 1922 -1090 O - N 1922 -1058 K - J 2227 -1353 N - M 1922 -1058 J - H 2229 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens_ Comp. P-C 191 -12 M-F 490 -341 C - O 319 - 370 K - G 318 - 370 D-O 399 -192 F-K 399 -191 D-M 490 -341 G-J 191 -14 E - M 378 - 439 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. of tis drawing,any failure to build the on this drawing or cover page L design shown. The suitability Job Number: 136DCS022 I Ply: 1 SEQN: 676125 ! T13 / HITDRW: 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 OL O Qty: 1 FROM: AH Truss Label: A09 ID" Wgt: 193.2 Ibs / .. 09/29/17 6'4"9 11' 18'4" 258" 1 '3"7 36'8" 6'4"9 47"7 7'4" T. 477 6'4"9 I t12X4 D. E F � l ,2 T 6 g3X40 G 43X4 b �n U) in 1 !s3X6jA1)B H �3X6(A1) as 1 O N MI L K J I 112X4 WX4a4X6 ®3X8 ra06m3X4 It2X4 L1' 6'2"131 4'9"3 1' I 6'4" 6'4" 1' 4'9'3 6'2"13 f 6'2'13 11' 12' 18'4° 24'8" 25' " 3D'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lac Udell U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA I Ce: NA VERT(LL): 0.155 E 999 240 B 1449 / 713 / 861 / - / 247 / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 1674 1792 ! - /- /- 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 I HORZ(TL): 0.133 I - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21-00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = - Soffit 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is rigid surface. 9 a g Load Duration: 1.25 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist 3.67 ft TPI Sid: 2007 Max BC CSI: 0.568 Rep FactorsiPsed: Yes Max Web CSI: 0.532 Maximum Top Chord Forces Per Ply (Ibs) a: Loc. from endwall: not in 9.00 it FTIRT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1673 -2319 Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.01B.0614.20 B - C 1654 -2573 F - G 1519 -2213 Lumber C - D 1520 -2207 G - H 1669 -2592 Value Set: 13B (Effective 611/2013) D - E 1673 -2319 Top chord 2x4 SP #1Bot chord #1 Maximum Bot Chord Forces Per Ply (Ibs) SP2x4 3 Webs 2x4 SP #3 We Chords Tens.Comp. Chords P� Tens. Comp - Lumber value set "13B" 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 tffi)f N - M 1925 -1125 1-1 2251 -1393 Windit MAP" M - L 1925 -1125 I - H 2253 -1393 Member design based on both MWFRS and C&C. a a q � , . , ►. W. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o 047162 ¢ w O-C 191 -12 L-F 488 -334 ssZ C-N 318 -370 J-G 331 -389 D-N 399 -191 F-J 403 -197 D-L 493 -343 G-1 196 -19 E - L 379 - 439 SERIAL* 40 01 5A 38 FF5B 81 BO BB 7F48 00 99 2E 95 FB YtJt 1rumAas bsen uletxr�patra;D�z ;nod and wWad by Wauti Marttncz e E (rL. W.G 7111ZI M tba &W shown alxtM %r ing a SNA.1 aretlrarCratA�srnde. P4latedcopbnaf66 dtxvima arm trot ctsddmd signed and =[ad arsd itva."�si"3 a,Fthentsi�t rod¢ mr�t toe variffedtr aaydectronk- caplaL I "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme tyre in fabricating, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and SBCA) foF safety practices prior to pertorming these functions. Installers shall provide temporary �er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rippid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to )s 160A-Z for standard plate positions - a division of ITW 8uildin Components Group Inc. shall not be responsibll for any deviation from this drawing,any failure to build the conformance with ANSIPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le 0f this yawing for any structure is the responsibility of the Building Designer per ANSlITPI I Sec.2. Job Number: 136DCS022 Ply: 1 SEQN: 676087 / T2 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O .I ' Qty: 1 FROM: JAH DRW: Truss Label: A10 Wgt: 201.6 Ibs / ... 09/29/17 I' 6712+ 222 + 184" '1 2 } 27'8" T 0'5"4 1 36"8°23"14 34 6'2°12 2°4 652 0 6'3"14 2'9"4 621 55X8 012X4 =3X6 m3X4 z!5X8 D E F G H T 0 T7_3 =OA4 IIILA4 =4AU =.A. =J/�v =v/�u IIIGAv =Jnv °8 21 4 2'10"4 3'2"2 6'5"8 34 2'10°4 26F - 2, 6'4'8 9'1"12 12' 15'2"2 21'7°10 24'8" 27'6°4 30'3"8 36'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1445 / 774 / 850 / - / 247 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 1817 / 919 / - / - 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.139 L - - B Min B Width Re 1.7 Des CLLd: 10.00 Mean Height: 20.25 ft �) q g Code ! Misc Criteria CreepFactor: 1.5 J Min Brg Width Req = 1.8 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.526 Spacing: 24.0 " C&C Dist a: 3.67 It 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. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 185B -2698 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.20 B - C 1638 -2558 G - H 1849 -2678 Lumber C - D 1755 -2499 H - I 1737 -2464 D - E 1858 -2698 I - J 1627 -2531 Value Set: 13B (Effective 611/2013) E - F 185B -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 2045 -1120 N - M ZM -1158 Wind $ R - Q 2048 -1121 M - L 2036 -1157 Member design based on both MWFRS and C&C. �w tag ` ► Q - P 2048 -1121 L - J 2191 -1310 N '. P - O 2700 -1558 44VWes. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. s C - S 275 - 214 G - O 319 - 357 S - D 320 -304 O - H 799 -534 D-R 175 -16 M-H 171 -31 D - P 807 - 532 H - L 284 - 270 E - P 308 - 350 L - I 258 -195 40 01 5A 38 FF 5B 8i BO 6B 7F49 00 93.2E 85 FB Tiatt 3tnmAas lamcnelattnzexPs�tip^.dg;end =�=tnd by r imzrfinw, ?E(R. a W4a au�nntkatk�xutdu, Prixced cr�sas.�'duzs d+rrs�cr� ara nat aad sr�naz: �d szslnd arrd the wvfA>z assffi¢ntdct•".cm5cxde nest bz4ff&ctmwfcdactrmn aTAns., —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recc�1u!re extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi,aComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANS PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this Ws general notes paw and these web sites: ALPINE: www.al ineitw.cam; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.iccsafe.orq Job Number: SEQN: 4EHB Hayden12601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D"IIOL O I PQty 11 I FROM: JAH 61 / T3 /HIPS I DRW; 09/29/17 I Truss Label: All W t 198.8 Ibs 4'9"4 47"12 ' 05X8 D 12 6 F,:-,- 2A2 r' 31'8"" +36' T74 8' -3X4 =5X6 E F G (a) (a) — I. O N I M ®5X6 w3X6 ®3X4 r1' 9 38" 39"8 9' 12'8" 116'5"8 t ®4XIO w4X4 B" 611"4 5' 4' 12 31'8" 36'8" 0 4 B4X4(R) T io �lI 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 Ctl NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA 1 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 1748 / 713 / - /- / - BCDL: 10.00 Risk Category: 11 ! Snow Duration: NA HORZ(LL): 0.051 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 20.51 ft HOgZZ(TL): 0.118 I B Min Big Width Req = 1.7 i NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 1.5 1 Min Br q = - g Width Re Bearing B is a rigid surface. 9 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: F�C 2014 RES Max TC CSI: 0.635 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007I 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)/10(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. 16.01.01B.0614.19 B - C 1719 -2594 F - G 1607 -2572 Lumber C - D 1602 -2378 G - H 1079 -1579 Value Set: 13B (Effective 6/112013) D - E 1946 -2795 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 "l38" uses design values B - O 2265 -1558 L - K 1370 -BB4 approved 1/30/2013 by ALSC O - N 2092 -1349 K - J 1370 -884 N - M 2092 -1349 J -1 10 -12 Bracing Continuous lateral restraint M - L 2813 -1798 (a) equally spaced onji` member. Or 1x4 "T" reinforcement. 80% length ofe��aew„� 9 . Z ' web member. Same species & SRB grade or better, • ="pa. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun (0.113"tt2.5",min.)nails �, � � � � . � @ 6" oc. No 047102 C - O 240 -198 F - L 353 -415 ft • );err D-O 371 -117 L-G 1401 -884 Plating Notes W �a D - M 823 - 536 G - J 349 - 415 (•') 1 plate(s) require special positioning. Refer to e M - E 312 -281 J - H 14619 -942 scaled plate plot details for special positioning requirements. �` t « ,rm E - L 190 - 283 H - I 954 -1345 - STATE OF•7+ar� 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 *„04 �A�A�' a@ additional nail clusters at: BRG.: (0), heel: (0), 1st 1j panel point: (0).11$ji dt it'��t SERIAL #k Hangers 1 Ties 40 013A38 FF 5B 8180 BB 7F48 00 99 2E 85 FB (J) Hanger Support Required, by others rttrleo"Ih.m�c„.t��r �n�d .d I.dbyLun slmarcmo3 n(7L. Lic.047t83( on tee&-z shawoabow Wing a SHAd. Wind x 4 entiwtsrs rash Member design based on both MWFRS and C&C. P istedcSexoattlsdo cxzestaranotasas}dcsrdn■3a dsealad Right end vertical not exposed to wind pressure. and the SRA 5au11�nnriol codcmrut ea sxdfiai maa7clectront c�G1ns_. **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 ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections temporary have a propfterly B3, B7 or 610, as applicable. Apply Agates to each face of truss and position as shown above'I nd on the Joinf Details, unless noted otherwise. (2efer to brawings 160A-Z for standard plate positions. 41pine, a division of ITW BuildinggComponents 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 and1bracing of trusses.A seal on this drawing or listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. of this drawing for any structure is the responsibility of the Building Designer ANSIITPI 1 Sec.2. cover page The suitability and use per 'or more information see this iob's general notes oaae and Itiese web sites: ALPINE: www.alDineit�.com: TPI: www.toinstora: SBCA www.sbcindustrv.com: ICC: www.ic safe.om Job Number: 136DCS022 Ply: 2 SEQN: 6761031 T36 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: Al2 Wgt 217.0 Ibs / ... 09/29/17 7' 12'10"10 18'4" 23'96 29'8" 36'8° t• T + 5'10"10 + 5'5"6 555 5'10"10 T ' m4X66 m3X4 a5X6 m3X4 m5X8 12 G—.5X8 D E F G T 4X6(A1) v P O N- M L K- J I l 1112X4 =5X6 =3X8 =4X4 1112X4 �1 T1"12 + 4'10°4 i7"� 5'8°14 5'8"14 �7"� 4'10"4 7'1"12 2, T1"12 12' 2' "2 18'4" 24'0'14 4 " 2'N 4 36'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NP TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 19.76 it NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Deft/CSI Criteria PP Deflection in for. Udell U# VERT(LL): 0.276 E 999 240 VERT(TL): 0.639 E 682 180 HORZ(LL): 0.059 C - - HORZ(TL): 0.137 C - - Creep Factor. 1.5 Max TC CSI: 0.556 Max BC CSI: 0.509 Max Web CSI: 0.496 Mfg Specified Camber: VIEW Ver: 16.01.01B.0614.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC st�1tl�F Nailnote Nail Schedule:0.128"x3", min. nails► Top Chord: 1 Row @12.00" o.c. e r '- a Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails No 047182 in each row to avoid splitting. s 9 Loading � w #1 hip supports 7-0-0 jacks with no webs. STAT E OF * . Wind J Wind loads and reactions based on MWFRS.� ♦ Maximum Reactions (Ibs) Loc R /U 1Rw /Rh /RL /W B 2893 /1503 1- /- /- /5.5 H 2942 11567 / - / - / - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 H Min Brg Width Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 13 -11 E - F 2067 - 4048 B - C 1497 - 2896 F - G 1873 - 3670 C - D 1877 - 3672 G - H 1485 - 2887 D - E 2067 -4048 H - 1 23 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 2559 -1311 M - L 3717 -1908 P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1314 K - J 2563 -1302 N - M 3719 -1911 J - H 2550 -1299 Maximum Web Forces Per Ply (Ibs) Ole Webs Tens.Comp. Webs Tens. Comp. 0 C - P 333 - 76 M - F 393 -189 C - N 1293 -662 F - L 416 -565 N - D 413 - 662 L - G 1301 - 672 D - M 390 -185 J - G 327 - 67 E - M 269 - 304 Ste"$: 40 01 SA38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB Tfsialumhasbccnmistia icdbjz{nadwjuAadfryMaaammlMarttau, (n., Lrc.C�rSH2(cn l�ecaaic stwwa ai»a u^.'Mg a SHfnl asnhenCcatian scds.. �i�ecd crp�s xd'T}ga doaa mat sam aat cmddsrad ugnad and scaled and ttss::"ey.A•3 asfdsentkiSfsvi ea�fm rayst tin verlficd usaesrdsctmr>k tmCins. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI anr7'SBCA) safety practices pnor to performing these functions. Installers shall provide temporarryY BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ld ceihnqq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e_ ADoty olates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. (efer to Of TPI 1; or for h acceptance any structure lis drawing any failure to build the on this drawing or cover page le design shown. The suitability rPi 1 Sec.2. r Job Number: 136DCS022 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 .. / ... 09/29/17 T_ 7' 12 T 6� c� 0 3X8(A1) B A j P 112X4 13'1o"10 1 20'4" 269"6 33'8" 36'8° 6'10"10 6'5"6 6'5"6 6'10"10 3' M3X4 a5X6 -4X4 Q5X14 D E F G T H ®4X6 I I T v v LM "1 1 0M L K J 1 mLX6 m3X10 =5X6 m4X10 i--4X6 1113XID 5'6"4 11l "Z 68"14 i 4'4" r 26"6 i 6'5"10 3' i 12'8' 3 20'4" 24'8" r 2T2"6 r 33'8" I 36'8" 7 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 Udell U# Lot, R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf`. NA I Ce: NA VERT(LL): -0.351 E 999 240 B 3380 12077 ! - / - ! - / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 1 3387 12121- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.074 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP- C Mean Height: 20.01 ft HORZ(TL): 0.159 C - - B Min Big Width Req = 2.0 I Min B Width Req = I NCBCLL: 0.00 TCDL: 4.psf Code / Misc Criteria Bldg Code: IFBC Creep Factor. 1.5 rg - Bearing B is a rigid surface. 9 Soffit: 2.00 gCDL: 5.0 psf 2014 RES Max TC CSI: 0.953 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2067 Max BC CSI: 0.663 Spacing: 24.0 " C&C Dist a: 3.67 ft 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)}l0(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 I VIEW Ver: 16.01.01B.0614.19 B - C 2134 -3445 F - G 2268 -3628 Lumber Hangers /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 BotWe chord 2x6 SP #1 Wind I Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP fi3 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values Right end vel ical 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 �I�ffi #dd � O-N 3057 -1885 K-J 1461 -915 Nailnote MA. N - M 446a -2802 J - I 3 2 Nail Schedule:0.128"x3", min. nails 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 equal spacing between rows and stagger nails 047M; C - P 392 89 F - K 693 901 in each row to avoid splitting. 4. sAs C - N 1556 - 995 K - G 2447 -1527 Special Loads N - D 435 -477 G - J 557 -725 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 56 ar « " 'sk ""� e D-M 173 -105 J-H E - M 333 - 344 H - 1 1741 -1091) 1068 -1698 pif at -1.00 to pif at 7.00 TC- From 28 at 7.00 to 28 at 33.67 we st +mr a w �4 M - F 1060 -646 pif pif s . �i ` TC- From 28 pif at 33.67 to 28 pif at 36.67 BC- From 4 at to 4 0.00 r� e4.4 ?( pif -1.00 pif at BC- From 20 at 0.00 to 20 at 7.030 -* ��° pif pif BFrom10 at 7.03 10 at 36.67 pif pif C-`� lb Load at 7.03to TC- 171 lb Conc. Load at 9.06,11.06,13.06,16.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 SERALk 33.06,35.06 40 015A38 FF 56 81 B0 8B 7F48 DO 99 2E 85 FB BC- 538Ib Conc. Load at 7.03 m'4tier, h" rearck,�,ApedwitsealedbyManuelmzrcbi ; BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06 'F(a. uc•94null an data shown atww® trans, smf i 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 av4hentcat3essr�fe-Ic 33.06,35.06 f bindcnpLu,digsdxcrmtwtnotmssidesedsfpn and smled and tha ^u.3,R�t w hicnt»a4:2nwde ❑ ust be nsrif3cd M Wdectranic cayios I -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) >or 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise_ f�efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents 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 ands bracing oftrusses.A seal on this drrawing or cover page listing this drawingg indicates acceptance of professiona engineer!ng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's aeneral notes Dace and these web sites: ALPINE: www.abineitw_Mm' TPI: www_tninst om, SBCA w shnindtjMw min• icc % w im fa nm Job Number.• 136DCS022 Ply: 1 SEQN: 676089 / T9 / GABL I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B01GB Wgt: 64.4 Ibs / ... 09/29/17 7' 7' �— 3' 1 2' ---� rTYPI �- 1 Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.01 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "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. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 14' 7' E=4X4 M L K J 1 14' 14' i 14' Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.003 1 999 240 H" 80 / 47 / 40 /- / 11 / 168 Lu: NA Cs: NA VERT(TL): -0.003 1 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 M - - B Min Brg Width Req = - HORZ(TL): -0.003 M - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.128 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 E - F 270 - 52 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 74 -61 F - G 192 -68 Plate Type(s): C - D 177 -52 G - H 88 -107 WAVE VIEW Ver: 16.01.01B.0614.20 D - E 262 -53 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 136 - 52 K - J 149 - 55 M - L 145 - 53 J - 1 142 - 56 L - K 149 - 55 I - H 133 - 59 Maximum Gable Forces Per Ply (Ibs) AP' Gables Tens.Comp. Gables Tens. Camp. �xrca;9e; 'fin C - M 232 -129 310 J - F I G 305 -115 329 D - L -119 E - K 13 - 75 - -142 r No 7 k of 8 " -STATE 40 01 5A 38 FF 5B 81.80 BB 7F48 00 99 2E 85 FB t#R Item Rasboanalactr sy nedzndwaled by UawA-1 Mar fin", ?£ (FL, it:. 0471221 ari 6. date stmwn abaw u^.ang a SHAS au#ienGcatPan—f, trmtcdcoplaafthkdomr-, smcriotcsassieeredstgnadnndsealod and tha.SHwt a Arzticat wa code mebt be Vtd6=d on azy dvtrank cor'jas: —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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply ptales to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of.the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: www.alpineKw.com; TPI: www. inst.o : SBCA' wwwsbcindu .com; IM www.iccsafe.o Job Number: 136DCS022 I Ply: 1 SEQN: 676050 / T26 / SPEC 4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: B01 I Wgt 105.0 Ibs / ... 09/29/17 T 1 12' 15'10" 19'8" 21'8" i f T I 5' "I 3'1D° 3'10" C=4X4 I T 12 6 M o_=5X10(SRS) 1112X4 0 ih D E =6X8 Ft a�� n M =3X4(A1) B t'-3X4(A1) � 3 A H L K J I i =6X6 1112X4 =6X8 1112X4 1, T1"12 5' 3'8"4 38"4 2'1"12 T1"12 12'1"12 15'10" 19'6"4 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0,304 D 843 240 B 889 1650 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 / - ! - / - 15.5 Risk Category: 11 l BCDL: 10.00 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 NCBCLL: 10.00 Mean Height: 20.01 ft Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = 1.5 TCDL: 4.psf Bearings B & G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 g 9 Load Duration: 125 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 Rep FactorslUsed: Yes Max Web CSI: 0.783 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 -25 E - F 1914 -3264 Wind Duration: 1.60 WAVE I I VIEW Ver: 16.01.01 B.0614.20 B - C 840 -1361 F - G 926 -1584 Lumber Tray Scab(i) C - D B24 -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 facelof chord with: Nails @ 8" oc, plus Bot chord 2x4 SP #1 additional nail clusters at: BRG : (0), heel: (0), 1st Maximum Sot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 panel point (0). Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" 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 Bracing ili K-J 4010 -2361 y MAP(a) Continuous lateral restraint equally spaced on° Maximum Web Forces Per P Ibs member. Or 1x4 "T" reinforcement. 80% length of rs#e r� IY (Ibs) 9 �' a r>q 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 ' °�,� C - L 788 - 332 E - J 194 -196 @ 6" oc. 471 2 t L - D 1716 -2890 J - F 1944 -1157 �. w D-K 121 0 I-F 104 0 Special Loads s D - J 463 -774 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 pIf at 7.00 + " ' ; . Z TC- From 56 If at 7.00 to 56 If at 12.00 aura a * l . TC- From 56 pIf at 12.00 to 56 plf at 15.60 % �' e a �- TC- From 28 plf at 15.60 to 28 plf at 19.67 4100-TC- From x ka qt'4 2.67 BC- From 54 pIf at if at 19.00 to .67 to 54 pllf at f at 20.00�'i' ° 'a BC- From 20 plf at 0.00 to 20 plf at 15.60� BC- From 10 plf at 15.60 to 10 pIf at 21.67 01415404 BC- From 4 pif at 21.67 to 4 plf at 22.67 TC- 33 lb Cone. Load at 15.60,17.60 SERi>� * TC- 51 lb Cone. Load at 19.64 40 01 5A 38 FF 5B 81130 8B 7F 48 00 99 2E 95 FB BC- 32lb Cone. Load at 15.60,17.60 ThitRem hssbemeledr yApedwjualedbyfAw"lraarow, BC- 37 lb Cone. Load at 19.64 n(nL• tic.r<.rrter Mc edase:hCWAAtaww.ns SKjc.s ahangcatr�a:,eda. Wind ?Mtn3 ctrpts nrehls dextrasrAt not ccasl6nmd signed mad sealad Wind loads and reactions based on MWFRS. and the RAAJIAentC,t6acode Ms to wAcdManyd"trors: caplas. t*WARNING- READ AND FOLLOW ALL NOTES 'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRA, a division of 11-1 1, or tor n acceptance any structure as THIS DRAWING! RS INCLUDING THE INSTALLERS c!ng. Refer to and follow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a properly call have bracing installed per BCSI sections B3, B7 or 10, ind on the Join Details, unless noted otherwise. (2efer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e sponsibility solely_for the design shown. The suitability M Job Number: 136DCS022 Ply: 4 SEQN: 6115222 / T12 / COMN I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B02 Wgt 137.2 Ibs / ... 09/29/17 7' + 10'6"6 + 14'2"10 1 18'2"6 1' 21'8" T 3'6"6 3'8"4 3'11"12 3'5"10 1 774 7'2"4 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: 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 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 2x8 SP #1 Webs 2x4 SP #3 :W1, W2 2x4 SP #1: Lumber value set "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: 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) 0.22%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 =1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at -1-00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 2B plf at 10.53 TC- From 56 pif at 10.53 to 56 plf at 18.20 TG- From 56 plf at 18.20 to 56 pif at 21.67 BC- From 4 plf at -1.00 to 4 plf 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 11.06,13.06,15.016,17.06 BC- 1474 lb Conc. Load at 19.06,20.60 C 1114X6(R) =_UAU =H1315 1114At) 37"10 1Y9"14 3'9"12 14'7"10 T51. 1901,10 2'11"6 21' 88. . 21'8" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.263 J 975 240 L 6025 / 3446 / - / - / - / 5.5 Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 G 8685 14496 / - / - / - 15.5 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)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.01.01B.0614.20 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 Wtnd C - D 1895 -3340 F - G 2159 -4092 Wind loads and reactions based on MWFRS. 40 01'SA38 FF 56 8160 BB 7F48 00 99 2E 85 FB k IC¢mirea ¢terxrvatisa ps sda da lad6y vat zIMartbmt n(et.t€c. c$.tszlns tac azsgWawtaa a 3n$ass#3.3 az,�thcrriratae9a. wd cr,Q#msesir3ses dtrrr..sr,2.arm nrrt creuraasnd :'%¢dznd:calad aFiC ttse w5R•s auiLcnt'xatvaaso9e nss.-st � werN'a�i nn acq cicctrorsk shirts. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- K 2874 -1628 I- 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 I - F 2276 -1256 D - J 175 - 29 H - F 822 - 386 J-E 714 -457 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) tsafety 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. i Alpine, a division of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listingthis 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 ANSIITPI 1 Sec.2. Fnr mnrp infnrmatinn see this inhk ap-ml nntx nave and these-h sites- AI PILAF, - alolnpihv mm• TPI, v tninst am, SRCA- w sheindustm cam- [CC, www_irr_safe am J Job Number: 136DCS022 I Ply: 1 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: M2GB I Wgt: 14.0 Ibs .. / ... 09/29/17 12 4 � C � T =2 I4(A1)B M A H� o f� 2' 1 SO1 � 2' 1t 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw / Rh / RL / W D* 104 / 51 / 80 /- / 21 / 24.0 TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): NA 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 = - Des Ld: 37.00 EXP: C Mean Height: 15.00 ft I HORZ(TL): -D.000 D - - Bearing B is a rigid surface. Code NCBCLL: 10.00 TCDL: 4.2 psf / Misc Criteria � Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Comp. A - B 19 0 B - C 9 -29 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.032 Loc. from endwall: Any FT/RT:20(0)/00(0) Mfg Specified Camber: . GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE I Chords Tens.Comp. Lumber B - D 166 -20 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 2x4 SP #3 Lumber value set "l3B" uses design values C - D 87 -32 approved 1/30/2013 by ALSC Plating Notes MA All plates are 2X4 except as noted. Windy �° W.rp Member design based both MWFRS C&C. on and No 47 WA 00, STATE ,I SERKALA. 40 015A,38 FF 5B 81 BO BB'7F4& 00 99 2E 85 FB Tf l; itamir"beem etedt�%�pod axd %paled by tAzru;pt Martinez, n#6L. uc.r 7.%81I on t6datpshawnabaswa tWal; a sttAi suthent3tat:ca�m3a. Prms§p"ardsalad sad tFc ?svtfiet+irsati�seude m�ttia�rlfedra ammyetcctrnnie xmaia%. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Sal Information, by TPI anr7'SBCA) 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 chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, 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 Buildin��ii.Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 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 ANSI/TPI 1 Sec.2. For more information see this lob's general notes Daoe and these web sites: ALPINE: www.alr)in".com: TPi: www.toinstom: SBCA: wwwsbcindusW.com: IM www.iosafe.om 1A Job Number: 136DCS022 Ply: 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: M6GB Wgt: 28.0 Ibs / ... 09/29/17 3' 5' 6' I' 3' 2' E 12 D 4 p C ,o CV � 2X4(A1) B cli �A tF H G 6' 1 i 3' I' 2' 1 11 _1 3' S' 6' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L!# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 F• 85 / 40 / 61 /- / 17 172.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brg Width Req = - EXP: C HORZ it)t a L -0.003 D - - BearingB is rigid surface. Des Ld: 37.00 Mean Height: 15.00 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: 0.163 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.074' A - B 19 0 C - D 12 -98 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 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) B - H 275 -25 G - F 289 -27 Top chord 2x4 SP #1 H - G 285 -26 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "138" uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC Plating Notes , All plates are 2X4 except as noted. ''sr Maximum Gable Forces Per Ply (Ibs) Nis �n Gables Tens.Comp. Gables Tens. Comp. Wind sin o C-H 285 -134 D-G 249 -83 Member design based on both MWFRS and C&C., Right end vertical not exposed to wind pressure. Additional Notes � See DWGS S16015ENC100815 & GBLLETIN1014 for , able wind bracing and other requirements. ' 9 .9 9 E , its SERA L 40 015A3E fF 55 81 Bit) BB 7F48 00 99 2E 85 FB ThU Itamt=b+ elearan yi;rad wd3 Iod W Maua Mat1ws, ?E f$=L. ttt.kdSf9P{ airfltt stwrm: afxivaz w.3ag a 5}tiwl 2yat�EFSt$ W e1 Sd9G.. ftbted o9waa aftivs dmarswst mm mot cmli&md Avwexad-=W mad tlaa��.A-3 mrihenisa§&xpts�la nsst tiaaexrif�l�t asxardsctrc� .. a:saae: "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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVy TPI and'SBCA) f40 safety practices prior to performing these functions. Installers shall provide temposrrYY 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. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlfPI 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 ofthe Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o • SBCA www.sbcindustry.com;ICC:www.iccsafe.orcI ITruss Label:denM6601 "D" OL OW /DR Horton /4EHB Hayden-2601 "DI" OL O I City:Wgt 9 2 Ibs I FROM. JAH 23 ! T4 / MONO I DRW; 09/29/17 LO M 2X4(A1) B 2 2 o 4X4C 2X D T 1112X4E _EO F, CV 5'8"8 I 5'8"8 �� r Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 / - / 101 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 1114 / 137 / - /- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft I HORZ(TL): 0.012E - - ' B Min Big Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 sf P Code / MisclCriteria Creep Factor. 1.5 D Min Br Width Re 1.5 9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 I Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.209 bsed: Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Yes Max Web CSI: 0.325 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: To Maximum Top Chord Forces Per Ply (Ibs) 0.18 Plate Types}j Chords Tens.Comp. Chords Tens. Comp - Wind Wind Duration: 1.60 WAVE I 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 ii3: Maximum Web Forces Per Ply (Ibs) Lumber value set "1313" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 byALSC Wind D-E 102 -36 C-D 13W -W Member design based on both MWFRS and C&C. 9 a v No`04 ° 1;`. STATE : F 4001SA38FF5B81BOBB7F4800992E85FB St'eSAitrzn:$a3Eaca»vlcc 8ca }zigrad 9..ladby BAzmod Martine PEM.uc.0471VlCn'tilC4;.i$CSIti1l`�IF as�tls rnt=car�r, sa.�r ?r&atrd c"adt t dcstr-a A=mot csmd&red Apaa =d—lad W.c tf9c::KAA O in nmk bAt ifedMWfd"tMrAz- ca;las. —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, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly 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 aboveiand on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIt iPi 1, or for handlinp� shippingp, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of pro essionaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2. FA Job Number: 136DCS022 Ply: 1 SEQN: 676020 / T39 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V1 Wgt: 42.0 Ibs .. / ... 09/29/17 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 " �T l 3'8" + 7-10" 1 1118" 3'8" 47 13'10" 3'8" 3'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 20.04 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to 11/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 111?,C4 ///4XA(R) Q 6 .+M 11'8" 4' 1 4' 7'8" r 1118" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udefi U# ♦ Maximum Reactions (Ibs), or "=PLF Loc R / U / Rw / Rh / RL / W D" 75 / 43 / 39 /- 17 1140 Pf: NA Ce: NA VERT(LL): -0.010 E 999 240 Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.004 E - - G Min Brg Width Req = - HORZ(TL):-0.007 E - Bearing G is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Camp. A - B 6 -3 C - D 16 -52 Rep Factors Used: Yes Max Web CSI: 0.092 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 6 -3 Plate Type(s): VIEW Ver: 16.01.018.0614.20 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 3 -6 E-D 20 -29 F-E 3 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A-G 145 -75 E-C 279 -167 B-F 310 -270 40 01 5A 38 FF 5B 81 B0 BS 7F48 00 99 2E 85 FB lhu itemHzz selezlnt Ci'*ps snd midualad 8p rAa.: 3laartlncs, -� (R. t�.@4F392[ amtiAac$a3� xhswa'atmrom ts�ga ax�i ( a�fetscitaa3cr+fie, P�ntnd e�#rrsrdttssx dtza�^..e�itatm not exatr3dd � arad:c�aaFad aad tlrt.�R.txwanrs,Y;raticatsod¢ ns t i�Cwa=tit'scd cn a�griMtmn� ozylax. "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 anr7'SBCA) y 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 CCid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, - ADD]v olates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. I C II124 nsBLatiden201D"OL OW /DR Horton 14EH8 Hayden-2601 "I"OL O MAHT� L3! T35 / VAL ID RWI 09/29/17 I 118" 5-10" 9'8" 1'8" 4'2" 3'10" 12 A 1112X4 111JX4 N4X8(R) Q 6 T 3X4(D1) D 1B 11 i III2X4 F 1112X4 I E 1112X 9'8" wi 4' 4' 5'8" 9'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): -0,011 E 999 240 D* 75 144 / 40 / - / 9 / 116 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): 0.005 E - - G Min Brg Width Req = - EXP: C Des Ld: 37.00 I HORZ(TL):-0.007 E Bearing G is a rigid surface. Mean Height: 21.04 ft I NCBCLL: 10.00 TCDL: 4.2 psf Code ifMisc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: IFBC 2014 RES Max TC CSI: 0.233 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors'I Used: Yes Max Web CSI: 0.110, A - B 1 -2 C - D 20 - 54 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 1 -2 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE I VIEW Ver: 16.01. 118.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/112013) G - F 2 -1 E - D 16 -31 Top chord 2x4 SP #1 F - E 2 -1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "l3B" 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.'.�� Additional Notes See DWG VAL160101014 for valley details.ft" o .. � e a a Ott 4001SA38FF1 881BOBR7F4800992E95 F8 a4�ir ltam7ws taraac� sd nadzldw2lad by Mamtl taart5acs, P8. {fit.. ttc.04nn2f an�Yss La3¢st 7tgn atanva tt�.Mg aSFFA i zc^thesGcaY�vtst�u, W,=d tfvws.aths d0'a=r't= not =a&=d *ned ardscaled aaE tFc rf.A«3 autfitn I ticssseAa mv[t¢a�ara#f:�i rn as�slectian� txi�es. —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 handlin�g shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) toi 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 propefly attacheU ril�id ceiling Locations shown for permanent lateral restraint of webs!shali have bracingp installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown abovl and on the JoinfDetails, unless noted otherwise. f2efer to drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this 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. Job Number: 136DCS022 Ply: 1 SEQN: 676026 / T56 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAH DRW: Truss Label: V3 Wgt:28.0 Ibs .. / ... 09/29/17 3'10" 7'8" J f 3-10" + 3'10" 12 N4Xg(R) Q 6 '41112X4 T 3X4(D1) C �a E 1112X4 D 1112X4 T8" _ I 3'8" 4' 3'8" 7'8" 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 C- 74 / 45 141 /- / 12 / 92.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.012 D 999 240 BCLL: 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: 11 Snow Duration: NA HORZ(LL): 0.005 D - - E Min Big Width Req = - Des EXP: C HORZ L 0 007 D - - �) BearingE is a rigid surface. 9 Cade / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 22.04 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: 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 g -7 B - C 12 - 57 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.1.14 Loc. from endwall: not in 9.00 It FT/RT:20(0)110(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. 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 "13B" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. -' Additional Notes See DWG VAL160101014 for valley details. �. A. STATE OF x N 116014,11 SERIAL 40 015A 38 FF 58 8180 BB 7F49 00 99 2E 95 FB Wt It= I= bem etaaront=#qapdmad saaladbyFAaFisclMarklx=,, �Iv, i€c. GLifH2i on the data shorn abx a Wng a 5H4-1 ii.�i CnLfSit:�89 S#�C. nratat3 cvprmof:fi� dcus-. nt= not croscoaed sig-nad end mhd mnd ft- :' W1 Z4AfICa1t°iL'a$iZ#i[O'�C nwt bd wdfi^d on awdcctm,,i: woks. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, the Join Details, (Refer to as applicable. Apply plates to each face of truss and position as shown above and on unless noted otherwise. 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 bracing this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or cover page listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability this drawing for structure is the responsibility ofthe Building Designer ANSIITPI 1 Sec.2. and use of any per For more Information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o ; SBCA: www.sbcindu .com; IM www.iocsafe.org Job Number: 136DCS022 Ply: 1 SEQN: 746866 / T37 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V4 Wgt: 25.2 Ibs / ... 09/29/17 1'8"8 5'8" 1'8"8 3'11"8 12 6 I B=4X4 T 1112X4 A N T f �=_3X4(Dl) I C 1 _i i E � II 2X D 1112X4 5'8" 11'8"8 1 311"8 1'8"8 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deti/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W E` 74 / 29 / 37 / - / 10 / 68.0 TCDL: 7.00 Speed: 160 mph Pf: NA I 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: II Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 23.07 ft I HORZ(TL): 0.009 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria I 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 Std: 200T 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 Rep Factors Used: Yes Max Web CS 1: 0.059 Loc. from endwall: not in 9.00 It FT/RT:20(0)/j0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s)� Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 4 -3 D-C 4 -3 Value Set: 13B (Effective 611/2013) Tap chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values A - E 95 -46 B - D 198 -137 approved 1/30/2013 by ALSC Wind Member design based both MWFRS C&C.MAP 5�tkk on and per are�p �i , Additional Notes See DWG VAL160101014 for valley details. 047162 . im man Var., :gam SERA),: it 40 01 5A 38 FF 58 8180 8B 7F 48 00 99 2E 95 Fi3 rhultnmhambees.kttEa±stCztB *udz,dwaktibyhammiMartinez, PEMF M.047132f on the data starwnAwe uting a StMl av-tlsemtkatsr, ccrin. ?r�md ca�6nsEdsla3 titexxt arm noE c�rxsi�nA s�mnciang xsnlnd a2t the_.A+z a¢.Rhani3i tiessceule mmi tmr dfwaEjdectmnrr capint "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 an SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathingg and bottom chord shall have a properly propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown abov and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. i 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 ANSI PI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page _ , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability, this drawing for is the the Building Designer ANSUTPI 1 Sec.2. and use of any structure responsibility of per For more information see this job's general notes page and these web sftes: ALPINE: www.al ineilw.com; TPI: www. inst.o • SBCA: www.sbdndu .corn; ICC: www.iccsafe.o Job Number: 136DCS022 Ply: 1 SEQN: 746867 / T38 / VAL I 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 .. / ... 09/29/17 1'8"8 3'8" 118"8 1111'18 12 6 B=3X4 3X4(D1) 3X4(D1 C � H 3r8" _I 3,8" 3'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.005 999 240 BOLL: 0.00 Enclosure: Closed. Lu: NA Cs: NA VERT(TL): 0.006 999 180 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.002 - - EXP: C Des Ld: 37.00 Mean Height: 23.57 ft HORZ(TL):-0.002 - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.psf Soffit: 2.00 BCDL: 5.0 psf g Bld Code: FBC 2014 RES Max TC CSI: 0.058 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.060 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 FT1RT:20(0)/10(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 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 0 40 015A38 FF 50 81 B0 BB 7F48 00 99 2E &5 FB Sfi4 itnn teaa W mzwel MnrtEnaz. �£(�l.tte.GtT.EE2tCn t2��s9c�iwat"a%rc ta.6nga3ctA.i ' i�ffife15f£c7Y`aaa Z�6Q FibInd copindit dwese A arm mot earnidorad IvnedLtd sralad m 6 the SHA_,atthnnt"SCade nutbm vzdfbt W amy dcctrarsb_ cmnias. ♦ Maximum Reactions (Ibs), or'=PLF Loc 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. Camp. A-B 192 -144 B-C 189 -141 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 136 -145 'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) fo'r 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 properly id 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 face of truss and position as shown above and on the Jointt-Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of 7PI 1; orfor h acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability EQ Truss Label:yden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "II " OL O I � 28 23.8 Ibs I FROM: AH 868 / T21 / EJAC I DRW % 09l29/17 I C 12 6 M O to C'7 c7 V' 2X4(A1) B A I 1, T 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W B 336 / 155 / 257 / - / 211 / 5.5 TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT( Q: NA D 127 / 26 / 102 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.022 D - - C 171 / 169 / 85 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS I Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.00 ft Creep Factor. 1.5 B Min Big Width Re g q = 1.5 Soffit: 2.00 TCDL: 4.0 psf Bldg Code: I FBC 2014 RES Max TC CSI: 0.533 D Min Br Width Re g q - - Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h!2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 It GCpi: 0.18 FTIRT:20(0)/10(0) Plate Type(s): Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 15.01.01.0402.19 Wind Duration: 1.60 WAVE I A- B 27 0 B- C 77 -160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 40 015A38 FI rfatsttarAnbeanel FEM. Lk. e4r101 a aadstridmeco do pnnttdtopinortfsts and 0z srgovS audhai C"Im —IMPORTANT'" FURNISH THIS DRAWING TO ALL a division of l PI 1; or for h acceptance any structure as Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 o 047182 Z a tier STAT E. OF 81 B0 6B 7F48 00 99 2E 85 FB %kay stead and Wtaiad by Luoucl Martinet, data Shown above 4r.3ag a SK%A as not mnsi&md si-ned and scaled do rtztUa dfid to asydectmnt INCLUDING THE INSTALLERS I. , Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary lctural sheathing and bottom chord shall have a properly lave bracing installed per SCSI sections B3, 67 or 1 on the Join Details, unless noted otherwise. (2efer to0, r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover pa e_ insibility solely for the design shown. The suitability Job Number: 136DCS022 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 lbs .. / ... 09/29/17 1 FA 12 2X4(A1) B C 21 {� 1r A 21 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 L/defl L/# 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 - EXP: C HORZ L 0.001 D Des .00 Mean Height: 18.76 ft ) NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.099 Soffit: 2.00 BCDL: 5.0 psf 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 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT.20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 20 SP 91 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. +,• 0471-021 at 40. Aw STATE 'OF t 40 01 SA38 FF 5B 81130 813 7F49 0099 2E85 FB *a%Ito rss?rax9aomeIt mid uafodbyman-4mark kcs, Pi (fit. tte.OS3tE2! m too data attmmrsaban a dng a SHA aL'ttf GnCica3$�i &&de, tad Ce{rixxrrd•tfdt deer Aamnot C=51d ad Vwd and xcalnd and thu.SF.. .2 acffientkatiarcode nwt bas &L—d m asrld"tfonk cs+sAm ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 163 / 68 / 144 / - / 63 / 5.5 D 32 /6 /30 !- /- 11.5 C 33 128 /10 /- /- /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 15 -40 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, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propfterly 5id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appiy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 11 PI 1; or for handling acceptance of proki any structure is the re: ral notes page and these web its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS022 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 I ... 09/29/17 12 C 6 T TM 2X4(A1) B It a' A D 21 1r� i 21 Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSi 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 B 163 168 / 144 I - / 63 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 6 / 30 / - / - / 1.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 / 10 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS I Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.76 ft Creep Factor. 1.5 B Min B Width Re 1.5 RJ q = Soffit: 2.00 TCDL: 4.0 psf Bldg Code: �FBC 2014 RES Max TC CSI: 0.099 D Min B Width Re - � q - - Load Duration: 1.25 " BCDL: 5.0 sf p MWFRS Parallel Dist: hl2 to h TPI Std: 2007 Rep Factors Used: Yes Max BC CSI: 0.023 Max Web CSI: 0.000 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens, Comp. VIEW Ver: 16.01.018.061420 Wind Duration: 1.60 WAVE I A-B 27 0 B-C 15 -40 L b um er Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. No 047i82 STATE Or. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A 38 FFI 50 8180 8B 7F48 CO 99,2E 85 FB Thu ltamhn Inset olcttr {zigncd.wdsealed by l ra lMarttnra PE jiL, Li c.C49EH2i a 5ti.` i adtif C[iMCa4�'d9 �C, isi'mendx�i�rarxtvs ausu•.t mnam crmddcrmd 7p�edaaod sealed mod the 5PA.1 au�¢n�a4e�sccde m�sL t:e a•edfded rvr acsydcctmNc myins. "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating9 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an a 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 prorpLefly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face otptruss and position as shown above and on the Join Details, unless noted otherwise_ kefer to drawings 160A-Z for standard plate positions. Alpine, a division of iTW BuildinccL�Components Group Inc. shall 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 trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering Iresponsibtlity solely for the design shown. The sui bility and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI1TP11 Sec.2: Job Number: 136DCS022 Ply: 1 SEQN: 676095 / T18 / JACK 'I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW: Truss Label: 13J5 Wgt: 16.8 Ibs .. / ... 09/29/17. L 12 6 M O � CV B CM 2X4(A1) 13 A D 5' 1' Sr 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: 19.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 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 "13B" uses design values approved 1130/2013 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 foe Udell U# PY 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: 1.5 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)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE {�W 40 01 SA38 FF 58 81 till BB 7F481)0 99 2€ S5 FB r?stt icetrsiuu#cen sixcl:��z& ncd zad: ladhy v"m1Mt rm , PEM, lkc.G371nl an G9axdatcghawa aLro. u ngs5Nb<L ands eaCeatis cm�1e. �Ethe,a.�:.>Sas�en�ca:i�eseeulem�liamrcrifi�.irnsmyc9ettmrsE: ' >�alns: ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 263 / 123 / 208 / - 1155 / 5.5 D 90 /17 170 /- 1- 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) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -126 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 vire 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 jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of failure to build the g or cover page On. The suitability any IJob Number: 136DCS022 Truss Lab dens--J501 "D" OL OW /DR Horton /4EHB Hayden-2601 "Di " OL O I Qty:Wgt 18.21bs I FROM: JAH 83 / T11 / JACK I DRW / 09l29/17 I A] 112 6 I 2X4(A1) B I A 2, I 5• I 5' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 337 1181 / 297 / - / 179 15.5 TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 / 10 / 75 / - 1- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 D - - C 109 / 105 / 45 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.008 D - - Wind reactions based on MWFRS I Code / Mlsc Criteria NCBCLL: 10.00 Mean Height: 19.25 ft Creep Factor. 1.5 B Min Br Width Re g q = 1.5 Soffit: 2.00 TCDL: 4.0 psf Bldg Code: IFBC 2014 RES Max TC CSI: 0.419 D Min Br Width Re g q = - Load Duration: 1.25 " BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Rep Factors Used: Yes Max BC CSI: 0.172 Max Web CSI: 0.000 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 FT/RT:20(0)1I110(0) Plate Type(s): Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE I A-B 52 0 B-C 49 -122 L b um er Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "138" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and CBC. No 047182 r a Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 .40015A38FF�588160BB7F4800992E85FB T.fd. Itemhaa beanckic pstPad arA salad by Mar el Martlne3 ?E (Fl.. Ltc.�t7.2@2f ctr tb¢ da5a ahavnc a6am wJng a sx1f�1 athant'xac�cade. i=xmted cap�s:oittds er*----� ma nat cussiee�ad si�mrdsnd iYaiad and tta fkik-1 attrcni ti=cat prat be wdfid cn asydectrenk mplat. "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 BCS] (Building Componen[ Safety Information, byy TPI andSBCA) fo'r safety practices prior to, performing these functions. Installers shall provide temporarryV bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for tlermanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or B1 D, as applicable. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be respon., n lible 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, Ilsting this drawing indicates acreplance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I City: 12.61bs I FROM: AH 097 / T19 /JACK DRW. I Truss Label: BJ3 / ... 09/29/17 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 " T'3 3' 1' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.00 it TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria BIdg,Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 0 STATE A U Defl/CSI Criteria PP Deflection in foe Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - - HORZ(TL): -0.003 D - - Creep Factor. 1.5 Max TC CSI: 0.183 Max BC CSI: 0.075 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 16.01.01B.0614.20 40 015A38:FF 58 81 BO BB 7F 48 00 99 2E 85 FS Tiie itar.�arrafxm etxztrra+z/s,mcd ars5 acaled by Nstsrem3 Martin",PE(FL. tic. C4T1Mf ont"Mdate shotin Wx m,a vztiIg a WA-1 aisdlenCcat%uec�fa Tv�tnd xs��s artfiis da��.�rr4ta'mm nae ccaas9�aaA si�n�.:xnd cesla�§ asd tFc <enYka9imrer�D¢rn�:st Y}m.Ner3f�r�aydtctrarsY_ ` ta�iux. M O ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 95 1162 /- 1101 / 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 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 -110 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 7uire extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building [ Safety Information, byV 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 propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, Ile. Apply 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 TPI 1; or for r acceptance any structure failure to build the g or cover pa e in. The suitability Job Number: 136DCS022 I Ply: 1 SEQN: 676081 / 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 Wgt: 14.0 Ibs / ... 09/29/17 C 12 T 6 M CD —2 �4(Al) BLO 4'3 I CV � D 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: 18.76 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 2' 3, 3 Snow Criteria (Pg,Pf in PSF) DefI/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 I Ce: NA VERT(LL): NA B 281 / 164 / 269 1- / 125 / 5.5 Lu: NA Cs: NA VERT(TL): NA D 48 / 19 154 / - ! - / 1.5 Snow Duration: NA HORZ(LL): 0.006 D - - C 45 145 / 23 / - / - / 1.5 HORZ(TL): 0.007 D - - Wind reactions based on MWFRS Code / Mi..' Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code:l FBC 2014 RES Max TC CSI: 0.719 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.158 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0} Mfg Specified Camber: Plate Type(s}: Maximum Top Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.01.0 18.0614.20 Chords Tens.Comp. Chords Tens. Comp. A-B 52 0 B-C 20 -94 0 are khar, =ins.. "WARNING" READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of i t-i i, or for nl acceptance i any structure ral notes oaae and as Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 M 5B 81 BD BB 7F48 00 99 2E 85 FB cSa psi tted and%tale, by idaamst ktart§c&z, the daresfiawa abew walla.2.1 not crasidrsail S4.4d Ord s 106 mwt &evadfw amaaydedmnk THIS DRAWING! ,RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly call have bracingg installed per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. (Refer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover page sponsib!lity solely for the design shown. The suitability Job Number: 136DCS022 Ply: 1 SEQN: 6760991 T20/ JACK I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O ; Qty: 8 FROM: AH DRW. Truss Label: BJ1 Wgt 11.2 Ibs / ... 09/29/17 4113 1 Loading Criteria (psp 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: 16.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 � C 2X4(A1) B FTI M O LO M 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi 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'): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Std: 2007 Max BC CSI: 0.016 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 40015A38FF5881BOBB7F4800592E85FB r#ts ltcmluai tu.en clec3s zap/.i�ned;3�alad 6y fiAac�.a1 Marines, -M VZ "C.54a3S21"6e dz%* shown abo a Ong a V,4.1 su�dscntictm�sacz�da Mard cm,bas ofda.: dtx_u= Awo not comic .tl ttd=9 xalad mdth'csxA-larr.4hcnk3ia2wondeMusk :Ca vvdi^dMa;yelmiunk �uylax. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 187 1146 / - / 49 / 5.5 D 11 /11 /19 /- /- /1.5 C -14 /29 /27 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -19 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 7uire 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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ilid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. ADOTV Dlates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. 12efer to a division of any its drawing,any failure to build the on this drawing or cover pa e to design shown. The suitability rPl 1 Sec.2. :A: www.sbcindustry.com; [CC: www.itxsafe. Job Number: 136DCS022 I Ply: 1 SEQN: 6761011 T271 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 / ... 09/29/17 6'3" 9110"1 6'3" 3'7" D 4.24 p o3X4 C v a> ~ ih Zh I 2X4(A1) B T A 1112X G 4 =5X6 F E 1,5" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 Des Ld:: 37.0 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP. C Mean Height: 19.99 ft Snow C Pg: NA Pt NA Lu: NA Snow Di Code / f TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Coi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac Loc. from endwall: NA FT/RT:2 GCpi: 0.16 Plate Ty Wind Duration: 1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP Al Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 1 "4 3'2" 6'1 1"4 9'3"4 9'1 ria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw J Rh / RL / W Ce:'NA VERT(LL): 0.014 G 999 240 B 326 1199 / - / - / - / 7.0 s: NA VERT(TL): 0.032 G 999 180 E 410 1176 J - 10 / 0 11.5 on: NA HORZ(LL): 0.004 F , - - D 168 / 163 / - / - / - / 1.5 HORZ(T'L): 0.009 F - Wind reactions based on MWFRS Criteria Creep Factor. 1.6 B Min Brg Width Req = 1.5 FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = - )7 Max BC CSI: 0.308 D Min Brg Width Req = - Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. /10(0) Mfg Specified Camber: )' Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.01B.0614.20 A-B 9 -8 C-D 72 -74 B - C 382 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 578 -337 F-E 0 0 G - F 670 -339 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G- C 181 0 C- F 406 - 684 047182 i; Air 40 40 015A36 FF 56 BI BO BB 7F4& 00 99 2E &5 FB ;f3:#tltamirarsAecas efatirae�Cagad ane3scafad try rAazaa:1 rAartL3r:, FE (fit.. ttc-G;T393j G9¢da1¢ahawnau^.1nga5kF<2 aantkaa�asuz9a� cn;kL "WARNING— READ AND FOLLOW AI. —IMPORTANT'" FURNISH THIS DRAWING TO ALL s recq]uire extreme care in fabricating, handlin shipping, in: nenf Safety Information, byy TPI anr7'SBCA) fo'r safety pract per BCSI. Unless noted olherwise,top chord shall have pn tl riggid ceiling Locations shown for permanent lateral restr cable. Apply ptales to each face of truss and position as Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall no conformance with ANSI PI 1, or for handlia shipping, it this drawing indicates acceptance of pro essiona e ;e of this drawing for any structure is the responsibili aatc»asidcxmd s$�ra�asail xmslm� mntiz�arsr3f�1 masyatactmnbs S DRAWING! INCLUDING THE INSTALLERS mingethese functions tInstalllers shall provide BCSI empordafrnrvvg uctural sheathing and bottom chord shall have a pro el lave bracing inslalled per BCSI sections B3, B7 or 910, on the JoinfDetails, unless noted otherwise. (tefer to r any deviation from this drawing any failure to build the :ing of trusses.A seal on this drawing or cover page onsolely for the design shown. The suitability Job Number: Truss Label -2601 " 022 WgL112.6 Ibs FROM: : 676105 / T531 HIP_ / 09/29/17 4EHB Hayden-2601 "D" OL OW !DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: 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 " 12 C 494 F 7::::- 1 r5ir 2'9" 3 2'9" 3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 18.74 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D - - HORZ(TL): -0.000 D - - Creep Factor. 1.5 Max TC CSI: 0.084 Max BC CSI: 0.013 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 16.01.01B.061420 STATE OF 40 015A 38 IFF 5B 81 BO B6 7F48 00 99 ZE 95 FB rhu Itemimbemsitawa 3pod'anti=aiad by iAxsnl huttkie4 =MentratieAwd&. a'r'ssted c�3as�tfvs dxirscraaae m+st eet:m9ld�vsd 3i�etian$ scald aaE tite5.4�<as.`t�aniza4tisste�lc mut aa-vcrlfEedws aay*e3.ximniz c�xCiax. 1 i 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 82 /59 /- /- /- /7.0 D 5 /- /8 /- /- /1.5 C 17 /16 /- /- /- /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 14 -11 B-C 8 -8 Maximum Bat 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 an 7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progpeny id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. ADDty Diates to each face of truss and Dosition as shown above and on the Joint Details, unless noted othenwise. kefer to• a division of its drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability Job Number: 136D 14EHTrusB Label:denL0601C"Do OL OW /DR Horton /4EHB Hayden-2601 "DI" OL O I � 39.21bs I FROM: JP H 51 / T24 / COMNI DRW; 09/29/17 I 10'4" 5'2" 12 C=4X6 0 — T SP :;T IN=2X4(A1) B I C=2X4(A1) iv 1 a•�s A I E F 1112X4 10, A! 1 5'2 j 5'2" 5'21 10'4" 1 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 Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph . Pf: NA I Ce: NA VERT(LL): -0.026 F 999 240 B 445 1279 / 421 / - / 81 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 / 252 ! - /- / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.00B F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 Mean Height: 15:00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 1.5 D Min Brg Width Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 i Bldg Code} FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. g g 5.0 psf, , _BCDL: Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.235 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.089 Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type s): A - B 19 0 C - D 1178 -658 Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.03 44.13 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 "l3B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind 18AZ C - F 300 -273 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind �y Left bottom chord exposed to wind. '04,7102 0 0. # mw mow:ow STATE 0 L 4001 SSFF5BSIBOBBW480099.2ESSFB E9»k#temAasBaen�¢kca ,3gnad:s.�afaa6yiRa�maa�Mnrt PEOL. t1,:,V4 2B2' an thDaawshown :*m tabsa SNA-8 c-,las. "WARNING— READ AND FOLLOW ALL —IMPORTANT'" FURNISH THIS DRAWING TO ALL C a division of tri i,ortor n acceptance any structure as %kned MA=o1evt ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a propeily s shall have bracing installed per SCSI sections B3, B7 or B10, ive and on the JoinCDetails, unless noted otherwise. (Refer to isible for any deviation from this drawing any failure to build the and bracing of trusses.A seat on this drawing or cover pa e ) responsrbtltty solely for the design shown. The suitability Job Number: 136DCS022 Ply: 1 I SEQN: 688765 / T28/ HIPS I 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: L02 Wgt: 49.0 Ibs .. / ... 09/29/17 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" 10'4" 3' 4'4" 3' 12 4 p 3'1"12 1' 3'1"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 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 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 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 3-0-0 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. =4X4 I II LA4 = JA4 _? 10, 3'10"12 7'0"8 378 10'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.026 G 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 568 1278 / - 1- / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 1278 / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearings B & E are a rigid surface. TPI Std: 2007 Max BC CSI: 0.260 Rep Factors Used: No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 19 -14 D - E 510 -1120 WAVE VIEW Ver:16.02.01D.0314.13 B-C 509-1128 E-F 19 -14 C - D 468 -1088 .1 Pao- 047182ir „ •as *$„ % STATE OF • +b °I ; ' R. ®mva�+ems � N AL SERIAL i 40015A38FF5081SO657F4800992E85FB &.hit Item tt"bemaleztaa�3ra"�ys nod aml asalad by bsarrat MartP� , FE (Z ttc. WWI an the data stwwa above Wns a SHA•1 aaathentkat�ascmde. Fibmad copitsoftW.. dwLr=A are not ctmildcaad Apwiand sealnd Mt! the--IW2 "MICAO"tk. cue rnut be a+rAfied rm arr dectrank =10%. Maximum Bot 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 DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme rare in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, e. ACIR plates to each face of truss and position as shown above and on the JoinCDetails. 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 ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability >e of this drawing for any structure is a responsibility ofthe uilding Designer per ANSI/TPI 1 Sec.2. information see this!ab's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www1pinst.org; SBCA: www.sbcindustry.com: ]CC: www.iccsafe. Job Number: 136DCS022 IPly: 1 1 SEQN: 688763 / T31 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "I " OL O Qty: 4 FROM: JP DRW: Truss Label: EJ3L Wgt: 12.6 Ibs / .. 09/29/17 A �— 1, Loading Criteria (pso 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: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" 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. 12 � C T Tto B M `_ D 3t 31 Snow Criteria (Pg,Pr in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA I Ce: NA VERT(LL): NA B 192 1124 / 192 /- /57 /4.0 Lu: NA Cs: NA VERT(TL): NA D 49 / 33 / 68 / - 1- 11.5 Snow Duration: NA HORZ(LL): -0.002 D - - C 61 / 40 131 / - / - / 1.5 HORZ(TL):-0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: IFBC 2014 RES Max TC CSI: 0.176 D Min Brg Width Req = - TPI Std: 2007 Max BC CSL 0.069 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.02.01D.0314.13 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 No 04710.2, � s w �. STATE 0.; 40015A38fF5681BOBB7F480099K95FB rt'iif �t6ii 9K5 brdrakita:�°pEcs(si�nCd 3CdiCii� FAa:4auCi rsnftCti�; ?E(R. UC.0471921 EM im 81TG Shawn a$arrt sr oga SHA-1 axfthant3cat�. Pxbtvdcrpintfchlsdtkumrst� rot crimiecasdsa$nvs?arv>l=kd znE Che 5�5Av i':fC43CR I3'i�S4ffi$6 kTICit$CL't('Ar ^C..d.C#iSat�C!CCCIfl115� O2yiC1. *"WARNING** READ AND FOLLOW ALL NOTES —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA, a division of i vi i, or ror n acceptance any structure as THIS DRAWING! IRS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building rtorming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a properly call have bracing installed per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e sponsibility solely for the design shown. The suitability sing Designer per ANSI/TP11 Sec.2. Job Number: 136DCS022 Ply: 1 SEQN: 6887611 T30I JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 4 ' FROM: JAH DRW. Truss Label: BJ1L Wgt: 11.2lbs .. / ... 09/29/17 12 4 � C 2X4(A1) B 5 A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.O0 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 91 Lumber value set "l3B" 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. Fi Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi 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: 0.179 TPI Std: 2007 Max BC CSI: 0.019 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 13 ROM 40015A38FF51581BOBB7F4900992E95FB &fakitamA,xi ccm. clecXr nod zmd.rzaladby maw4Martinez, 2E (,L. Lte.197112) Mate date Iftown aba" taring a WA-1 as.�sendta�r,€�Ja. Fxbtndcs ,mrztds iisxeaa� arm nxracx asi xad vj"dand=lad ar6 tf<c 1axahcanCramiwv code nazt vadf lcnuryrdoctmnk alas: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 140 /121 /155 /- /31 /4.0 D 11 /0 /6 /- !- /1.5 C 0 /22 123 /- /- /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 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, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an7SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherv✓ise,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 B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 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 pa e_ listing this drawing indicates acceptance of protiessionat 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. information Job Number: 136DCS022 ydenJ301 "D" OL OW /DR Horton 14EHB Hayden-2601 "DI" OL O I WgY 15.4 Ibs I FROM: JAH 59 / T57 /HIP_ I DRW; Truss La C09l29/17 2.83 12 © C T TN_ 2X4(A1)B I r ~ A D �— 1'5" 4'2" 3 4'2n3 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 • Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA I Ce: NA VERT(LL): NA B 127 / 78 / - /- /- 15.7 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 20 /- / 10 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 51 / 39 I - 1- 1- / 1.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc NCBCLL: 0.00 TCDL: 4.2 psf Criteria CreepFactor. 1.5 B Min Brg Width Req = ' 1.5 Soffit: 2-00 BCDL: 6.0 sf Bldg Code: i !FBC 2014 RES Max TC CSI: 0.135 D Min Brg Width Req = - p C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factorsl Used, No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0){10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s : Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber A-B 14 -9 B-C 12 -10 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l3B" uses design values B - D 0 0 approved 1/3012013 by ALSC Loading ai The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member i on the 0-1-8 cant side requires 17 Ibs and the 0-0-0�* r ! span/setback member on the 0-1-8 cant side requires, 17 Ibs. 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 8COW cantilever one face; 0-1-8 cantilever opposite face. oil' Aft Wind o 050 STAT Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 416 Left bottom chord exposed to wind. , 40015A38715081BOBB7F 49 0099,2E85FB lu item i>gx can eleztr y trcd WA acated by reSas IMartinez E{rR.16c.4Ai72Httctithe dataaYwwa abowWSng a sR a nkuzd espiss aftf k signadmd salad and tf4 —%XA l �ls(dleit `iYLiA�✓Rb r4de Prim[ W *w9i"d ca= f [dedrark carjet. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme pre in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Col Safety Information, by TPI an r7 SBCA) for safety practices prior to, performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl riggid ce"!ng Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applipble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of Vusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloinEkw.com: TPI: www.toinst.om: SBCA: www.sbrindustrv.com: [CC, wwmicrsafe.om Job Number: 136DCS022 Ply: 1 1 SEQN: 681985 / T25 / SY42 I 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O .. Qty: 1 I FROM: DJH DRW: Truss Label: FT1 Wgt 109.2 Ibs I Page 1 of 2 / ... 09/29/17 1 '4" (T'P) 2X4(R) W=3X4 AB C D E F G H I J K L M N O P W=3X4 19,11"8 19,11 "8 =2X4(R) QR Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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 Pt NA Ce: NA VERT(LL): 0.000 P 999 360 T' 109 / - I - I- 1- / 239 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - BCDL: 5.00 Category. NA Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. EXP: NA Des HORZ(TL): 0.001 R - .00 Mean Height: NA ft NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) TCDL: NA psf Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.018 A - B 1 0 J - K 1 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0 Loc. from endwall: NA FTIRT:20(0)/10(0) Mfg Specified Camber: C - D 1 0 L - M 1 0 I: NA GCpi: NA Plate Type(s): D- E 1 0 M- N 1 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 1 0 N- O 1 0 Lumber F- G 1 0 O- P 1 0 G-H 1 0 P-Q 1 0 Value Set: 13B (Effective 6/1/2013) H- I 1 0 Q- R 1 0 Top chord 4x2 SP #1 1-1 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP 93 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 tilt 181 AK-AJ 0 -1 AB -AA 0 -1 Bracing Sheathing is required for any longitudinal(drag) �g MAP �� AJ-AI AI-AH 0 -1 0 -1 AA-Z Z - Y 0 0 -1 -1 forces. All connections to be designed by the building. Z. + *`� AH-AG 0 -1 Y - X 0 -1 designer. +e $ AG-AF 0 -1 X-W 0 -1 Fasten rated sheathing to one face of this frame. I +� AF-AE 0 -1 W - V 0 -1 No 047162 AE-AD 0 -1 V - U 0 -1 Plating Notes" AD -AC 0 1 U- T 0 -1 All plates are 2X4 except as noted. AC -AB 0 -1 Additional Notes # STATE O Maximum Web Forces Per Ply (Ibs) See detail STRBRIBR1014 for bracing and bridging �' �, +� Webs Tens.Comp. Webs Tens. Comp. . recommendations.' Webs are square cut except dbl diagonals or as ' ; - •s' 'off #° ��'g�+* AL -AM A -AK 0 -2 0 -5 R - T T-S 0 0 4 -7 otherwise shown. Truss be installed top '�*0 must as shown with chord up. Maximum Gable Forces Per Ply (Ibs) SERIAL k Gables Tens.Comp. Gables Tens. Comp. 40 015A 38 F-F 50 8180 813 7F48 00 99,2E 85 FB B -AJ 0 -107 J -AA 0 -133 This itam'ho beenaledr ySignad a-A=alad by rAxtl Martbms, C-AI 0 -139 L-Z 0 -133 PstrL.tts.Cd11wfcsi D-AH 0 -132 M-Y 0 -133 �8meancxidc E -AG 0 -134 N- X 0 -134 z" tndcopidsurzhisdaercatars3Mot craaat&Mad F-AF 0 -133 O-W 0 -132 and the t i l auihent ctdwaede nest ham fiad vsasydatmriz 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 handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) r sa ety 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 for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 drawin any failure to build the truss in conformance with ANSIg Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the 8uiiding Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes pacte and these web sites: ALPINE: www.at ineftw.com: TPI: www. insto ; SSCA: www.sbdndu .min: ICC: www.iccsafe.o r Job Number: 136DCS022 Ply: 1 SEQN: 6887451 T43 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 5 FROM: DJH DRW: Truss Label: FT2 Wgt 142.8 Ibs 1 ... 09/29/17 gp"12 7'3"8 9-3"8 4 19111"8 7'3"8 { 2' I' 10'5"12 l 1 � � 1'3"12 f 1'3"12� 1� 4"4� � 1712 � 1'3"12� �1'3"� 1112X4 1112X6 =5X6=2X4(R) 2X4(R) 1112X4 1116XB(R) W=3X4 =3X4 1112X4 1112X4 as ADA B C D E F G H I J K L M N O PQ v=2X4(R) AE 1 3a =30 X W V U AC AB AA 5X8 Y 1115X6(R) =5X8 =4X4 T S R W=3X4 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 1- l - 1- I - 17.5 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 1- / - I - I - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 (T)� 0.076 - - � q = EXP: NA HORZ L R R Min B Width Re 1.3 Mean Height: NA ft Code / Misc Criteria Creep Factor. 1.5 Bearings AC & R are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing AC requires a seat plate. Soffd: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.712 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT7RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ I: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -4604 Wind Duration: NA WAVE I VIEW Ver: 16.02.01D.0314.13 B - C 0 -1891 J - K 0 0 Lumber C- D 0 -3329 J- L 0 -4086 D- F 0 -3329 L- M 0 -3305 Value Set: 13B (Effective 6/1/2013) E- F 0 0 M- N 0 -3305 Top chord 4x2 SP #1 F - G 0 -4618 N - O 0 -1896 Bot chord 4x2 SP #1 G- H 0 -4624 O- P 1 0 Webs 42 SP #3 H - 1 0 -4612 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes jy Chards Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. 6��x• " rr i��g AC -AB 1059 0 W - V 4392 0 e AB- Z 2708 0 V- U 0 0 Deflection e�e,�,ar AA- Z 0 0 V- T 3809 0 Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail Z - Y 4034 0 T - S 2700 0 DEFLCAMB1014 for camber recommendations. 47 Y - X 4035 0 S - R 1061 0 X - W 4624 0 Additional Notes " q + 2x6 continuous strongback. See detail ; U16 ft Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging .0 • w recommendations. , - T �• � Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as � •; AD-AE 0 -3 W - J 621 -66 otherwise shown. y4 ,► A -AC 0 41 J - V 0 425 • • a � +� Truss must be installed as shown with top chord up. "� �� AC- B 0 -1474 V - L 366 0B -AB 1157 0 L - T 0 -684 AB-C 0 -1136 M-T 0 -79 C- Z 844 0 T- N 822 0 SERIAL t D-Z 0 -89 N-S 0 -1119 40 01 SA 38 FF 5B 8180 BB 7F48 00 99 2E 95 FB Z - F 0 - 959 S - O 1161 0 M1jamnsssbtmcleziroafcalps ad mid izzled by YAa lwartc,ar F-X 1381 0 O-R 0 -1477 eE(n..uc.0s?1azion the dauvm inarnAbaVIM6asxs.l X-G 1 -918 P-R 0 -40 afsih¢nGtaiimeiwla- H-W 0 -326 R-Q 0 -7 Pxitad cepimcfdabs dmu= mwa not ct odcmd iiowdands 6d andtiaa VA-1 aa�ffientkatkn code roust U v If$dasanTdectranM- C'WIDL. **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 ana SBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attach ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 810, as applicable. Appty 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 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the (truss in conformance with ANSITfPI 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 ANSI1TPI 1 Sec.2. (For more Information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .Coin• IM www.locsafe.org Job Number: 136DCS022 I Ply: 1 SEQN: 676129 / T32 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 11 FROM: DJH DRW: Truss Label: FT3 I Wgt 98.0 Ibs / ... 09/29/17 T31 8 9-3"8 15'11"8 1 T3"8 + 2' } 6'8" {' 1'3" "4 I'll 0"12 --� �'— 2'6" — 11_ P t'l �-- 2'6" _-.. 1-3" .I =4X6 A B T 18: =2X4(R)T v =2X4(R) 1 y�8 S R =4X4 =4X6 1113X4(R) 1113X4(R) =4X4 D E F G H I Q P O N =3X6 1113X4(R) 1113X4(R) =3X4 i15'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA I Ce: NA VERT(LL): 0.176 F 999 360 S 864 1- / - / - ! - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 / - / - I - Category: NA BCDL: 5.00 Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5 EXP: NA Des Ld: 65.00 I ght: NA It I Mean He! HORZ(TL): 0.051 B - - L Min Brg Width Req = - rigid NCBCLL: 10.00 TCDL: NA psf Bearing S is a Code / Misc Criteria Creep Factor: 1.5 9d surface. Bearin S requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 9 q � P Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.679 Spacing: 24.0 " C&C Dist a: NA it Rep Factors lUsed:Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/00(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ I: NA GCpi: NA Plate Type(s): A - B 1 0 F - G 0 -2675 Wind Duration: NA WAVE I VIEW Ver: 16.01.0113.0614.20 B - C 0 -1441 G - H 0 -2664 Lumber C- D 0 -2393 H- I 0 -2356 Value Set: 13B (Effective 6/1l2013) D - E 0 -2393 1- J 0 -1442 E-F 0-2670 J -K 3 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S - R 834 0 O - N 2527 0 j Plating Notes R-Q 2021 0 N-M 2022 0 MAPAt Q-P 2625 0 M-L 831 0 All plates are 2X4 except as noted. aagara® A`jl� P - O 2675 0 Hangers ITies �`' ay •°w. Maximum Web Forces Per Ply (Ibs) (J) Hanger Support Required, by others' Webs Tens.Comp. Webs Tens. Comp. No 047102 � P P Additional Notes " ,° ,rr T - U 0 -3 G - O 0 -354 + 2x6 continuous strongback. See detail ey A - S 0 -41 O - H 552 -47 STRBRIBR1014 for bracing and bridging S - B 0 -1161 H - N 0 -391 recommendations. r B- R 844 0 N- I 464 0 +� 'a Webs are square cut except dbl diagonals or as �, I A F R-C 0 -807 I-M 0 -808 r x+t otherwise shown. x ,a ;' C- Q 506 0 M- J 849 0 tea" 4 �y Truss must be installed as shown with top chord up."+ e +s • �� D-Q 0 -98 J-L 0 -1160Q - E 0 -393 L - K 0 -15 EF 420 _� K-L 0 -45 P_ ` 40015A38FF5881BO8137F4800992E85FB Skitltambas bm clett sxstrabys3�yncd xtd=lcd by Mar lMiatttnss, P£ (rL. U<.r4lurl j on th,adaw shown abnwt w.fng a stiA-1 aitbCnekaticvt GSS^ C. Pil2ted tW tt Of thss d0aT=rt=110t CWZi&raed IkMtdand sraltd andthe lA.?aLRbenGoiicn wde Mont be venfded rm atyd"tmrk dim. 1 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Men Safety Information, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy �er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly rippid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insfalled per BCSI sections 63, 67 or 610, icable. Appty places to each face of truss and position as shown above and on the JoinCDetails, unless noted othewise. Refer to )s 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 conformance with ANSIlI 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 ie of this drawing for any structure is the responsibility of the 9uiiding Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS022 Ply: 1 SEQN: 681991 / T44/ SY42 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 3 FROM: DJH DRW. Truss Label: FT4 Wgt: 105.0 Ibs .. / ... 09/29/17 7'3"8 9'3"8 9' '12 16'2"10 f 7'3"8 } 2' ' 4 6'8"14 1'3" -{ �T �{ 1�'1 i 1 1 3"12'� 114 �1 I'= 12 �- 1,3, -I 1112X4 A B T :f8:-2X4(R) W =2X4(R)X V 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 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 "13B" uses design values approved 1/30/2013 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 cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1112X4 =4X4 1112X4 1113X4(R) C D E F U T S R =3X6 1113X4(R) W=H0308 16'2"10 1112X4 W=3X4 =4X4 G H 1 J Q P 1114X4 =3X6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.165 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 - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings V & N are a rigid surface. 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)110(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: 16.01.01B.0614.19 B - C 0 -1471 H - 1 0 -2444 C-D 0-2454 I-J 0 -2444 D- E 0- 2454 J- K 0 -1472 E-F 0 -2759 K-L 1 0 F - G 0 -2766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 849 0 R- Q 2766 0 U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 ' er' Maximum Web Forces Per Ply (Ibs) . s Webs Tens.Comp. Webs Tens. Comp. W-X 0 -3 Q-G t44 -71 A-V V-B 0 -41 0-1181 G-P 1-P 0 95 -648 -136 STATE OF B-U 865 0 P-J 516 0 U-C C- T 0 -827 528 0 J-O O- K 0 866 -825 0 d i � D_82 -1140 ON E 0 -420 L-N 0 E- R 459 -162 N- M 0 -7 R-F 56 -322 40 01 SA38 FF 55 8180 8B 7F48 00 99 2E 85 FB mu itnolutsbzsnekt5rc�, y:lgnad zed%&eled by f warm Martine.:, €£.t", Lk. 0471921 on the daft claws dmve irbj; a SNA4 aa^43sarticat,raxda. Fimad ccp#aoftfidre�a= notCMVM=d %�endd. tiled Brad the su z-ehentkodmwxle nmt be wAfbd m aaydoctmrk coplui.. **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 Informatics, by TPI anc7SBCA) fsafety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted ojherwise,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, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinqcL_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 drawing or cover page_ . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.alpineilw.com:lPI: www. inst.o SBCA wwwsbcindu .com ICC: www.iccsafe.o Job Number: 136DCS022 I Ply: 1 SEQN: 622561 / T34 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden—1 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT5 I Wgt: 44.8 Ibs / ... 09/29/17 �-- 1-2"12 -� �-- 1 '2"12 �{ =3X10 =3X4 =3X8 B C =3X10 3,8"8 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA ICt: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph PF NA I Ce: NA VERT(LL): 0.002 B 999 360 E 199 / - I - I - l - l - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / - / - / - 14.0 Category: NA BCDL: 5.00 Snow Duration: NA HORZ(LL): 0.000 D - - E Min Big Width Req = - EXP: NA Des Ld: 55_00 I HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.3 Mean Height: NA ft Bearing g NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 g D is a rigid surface. NA psf Soffit: 0.00 BCDL: NA psf Bldg Code:I FBC 2014 RES Max TC CSI: 0.064 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0�/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -11 I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE I VIEW Ver: 16.01.01B.0614.20 Maximum Sot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) E - D 108 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "138" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC E - A 0 - 64 B - D 0 -124 +�i� aligq E-A 0 -21 D-C 0 -36 Additional Notes �� E - B 0 -112 C - D 0 - 63 Webs are square cut except dbi diagonals or as ' A - E 0 - 34 C - D 0 -21 ��»wsww� otherwise shown. Truss must be installed as shown with top chord up.* »»�" No 047182 , STATE OF 41 4001SA38F�508180BB7F4800992E85FB 3tx7s lttresitea$�ten efactr�/s�nasi .�aftd tay P.Sasse¢9 Mart6ses;. FE (ft. l£c-G3TESY!c �laLxaxQahmwn5�mtxdrigaSftdG>B. x�dteesGcatr�xlc.� `IMPORTANT** FURNISH THIS DRAWING TO ALL a division of any e'r7 sntcMd&"d Sknad=d=bd �kUwxft� m wi tdt_trmrz THIS DRAWING! RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building rtormIng these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a properly call have bracing installed per BCSI sections B3, B7 or 10, and on the Join Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover page, sponsibility solely for the design shown. The suitability Job Number: 136DCS022 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 / ... 09/29/17 --TY12--� r3 F3"� 1�0"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 Std: 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 6/1l2013) 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 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 50 pit at 0.00 to 50 pif at 2.58 BC- From 5 pif at 0.00 to 5 pif at 2.71 TC- 200 lb Conc. Load at 0.40 TC- 878 lb Conc. Load at 2.02 Hangers / 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. Q =3X4 k 78"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# 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(fL): 0.001 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.946 TPI Sid: 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 No 047182 � ins STATE OF SERIAL 40 015A38 FF 56 8180 BB 7F48 00 99 2E &5 FB TMt llernlh=br aleciaras9ca°^.y%Aped=6 sealed by Manuel Marttnes, FE (;r{.. lte.Gd7tH2! Csi.t�e date shav+n atwvc w.flng a SNA•i proud oupia oftfidTx a ara not cmneidered stg*ntdandscaled and etva.5e;n;z.a'thent ,uaeen_do nrzt em verb dmssyaectwA: =IDL ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 435 /- /- /- !- /- D 785 /- /- /- /- 16.0 F Min Brg Width Req = - D Min Brg WidthReq = 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 Bot 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 follow the latest edition of BCSI (Building [ Safety Information, by TPI an r7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, i e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of 'ii-i i,ortor n acceptance any sructure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability see this Job Number: 136DCS022 I Ply: 1 SEQN: 681989 / T33 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 iD" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT7 Wgt 145.6 Ibs / .. 09/29/17 TWS 7'3"8 978 15'1112 2' 6'8"4 1112X4 1112X6 W=3X4 2X4(R) =5X6 1112X4 1116X8(R) 1112X6 AEA B C D E F G H I J T :•a =2X4 (R) AF 17 AC 1 3'8 Y X AD 5X6 AB 5X8Z 1114X10(R) =4X4 I 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 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 Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC-From 100 plf at 0.00 to 100 plf at 19.71 BC- From 10 plf at 0.00 to 10 plf at 19.83 TC- 435 lb Conc. 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 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 19'11"8 3'11"12 N 1'6" --f— 2'5 12 ---1 1-21" =2X4(R) =3X4 1112X4 =5X10 =5X8 1112X4 L M N O P Q S8 U T S F 1114X4 =5X8 i19'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA I Ce: NA VERT(LL): 0.453 H 515 360 AD 1165 / - / - 1- / - 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 Brg Width Req = 1.5 HORZ(TL): 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:1 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 I 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 0-3665 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 - 1 0 - 5209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. @ s lli AD -AC 1142 0 X- W 5116 0 AC -AA 2957 0 W- V 0 0 AB -AA 0 0 W- U 4715 0 4ft AA- Z 4503 0 U- T 3761 0 ' Z- Y 4503 0 T- S 3751 0 07 Y-X 5217 0- S-R 1434 0 a WAt Maximum Web Forces Per Ply (Ibs) go ,40: Webs Tens.Comp. Webs Tens. Comp. TATE OF AE-AF 0 -3 J - W 0 -298 i*a A -AD 0 -42 W- L 259 0 AD-B 0 -1589 L-U 0 -540 B -AC 1273 0 M- U 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 otherwise shown. 40 01 SA 39 FF F56 8180 88 7F 48 00 99 2E &5 FB AA- F 0 -1138 S - O 1648 0 f<14cm&as�csa elrtdaSra'pstedmx9 uzlyd hp rAamn3 Mart�tE3,. Truss must be installed as shown with to chord u P P� �f}it..us.Asa`:sx}anY'i��avzshawna6eevner�ngasxn.i F - Y 1536 0 O - R 0 -1995 xthenca,*`usasr. Y- G 0 -1006 P- R 0 -34 H-X 0 -137 R-Q 0 -7 tc.ixvxzarsdasmcra•ismdsfnesi�rail:maWd X-J 147 0 Mdtts Si�,R as. entSgEtWtro�em iiaawsdf �raos c$actronic �frx 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 an SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted cithenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches, id 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 JoinfDetails, 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 shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. ■ Job Number: 136bCS022 Ply: 1 SEQN: 681681 / T47 / SY42 4EHB Hayden-2601 "D" OL OW/DR Horton 14EHB Hayden-2601 "0" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT8 Wgt 86.8 Ibs .. / ... 09/29/17 (NP) A T 3 =2x4(o 2M(R) i 3 Ats B C D E F G H I J K L M IM TT- 15'8" 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 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 "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 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. 15'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or.=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 A 999 360 N" 110 /- I- I- 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)/l0(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: 16.01.01 B.0614.19 E- F 1 0 K- L 1 0 F-G 1 0 L-M 1 0 Maximum Bat 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 Nr� ° \0�4 ` '��` " O Maximum Web Forces Per Ply (Ibs) p. �. * No ' Webs Tens.Comp. P Webs Tens. Coin P• , * AA -AB 0 -2 N - M 0 -8 A-Z 0 -43 M-N 0 -49 ' Maximum Gable Forces Per Ply (Ibs) 0. Gables Tens.Comp. Gables Tens. Comp. o`4 �A �e.'� B-Y 0 -141 H-S 0 -133 C-X 0 -132 I-R 0 -133 E- V 0 -133 K- P 0 -134 F-U 0 -133 L-O 0 -133 SERALA G - T 0 -133 4001SA38FF508180687F4800992E85FB MU ItemAas beenclarirrm3ca1Sts6gned amd^. Idd by !A IMmtines, PE (FL. Lk. C3iSa21 an the da22 dawn abam ming a SNJ61 sasthertkatiaes �sie, Frastnd capiasrai'tfxs ds>:crestam nut cnscslCcsad sigazdaaad saabd andur.ERA, 1a ffimtkaaimcodemwtbe*.dfWcnavydectrark =Ibs. "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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 810, 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. Alppine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the tnlss 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 professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec. 2. For more information see tltis'ab's general notes page and these web sites: ALPINE: www.al ineihv.snm• TPI: wane. iriste : SBCA: www.sbcindu .com:ICC: www.iccsafe.orq Job Number: 136DCS022 I Ply: 1 SEQN: 622524 / T40 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 I D" OL O City: 1 FROM: DJH DRW: Truss Label: FT9 Wgt 114.8 Ibs / .. 09/29/17 i 52"4 774 7' "8 16'8" 1 r 5'2"4 2' k4 9'3"8 2'6" 1112X4 1112X4 A B C D r, 2'6"12 -3"1 +-L3 2 1 2'6" --}_ 1'3" —� W=3X4 =3X6 =3X4 1112X4 =4X4 E F G H I J ii i� izc a •�•• i �IMA&M., is u _III,r,�- i �Ml W. V U T 5=0xb rt Q F, O N I I 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 L/defl U# Loc R ! U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt 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 / - / - / - ! - / 7.5 Category: NA BCDL: 5.00 Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - Des Ld: 55.00 EXP: NA 1 HORZ(TL): 0.043 M M Min Brg Width Req = 1.5 Mean Height: NA It Bearing M is a rigid surface - Soffit: 10.00 Code / Misc Criteria Creep Factor: 1.5 9 9� TCDL: NA psf Bearing M requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code,i 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 I VIEW Ver: 16.01.018.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H -1 0 -2543 Value Set: 13B (Effective 6/1l2013) D - E 0 -2878 I - J 0 -1523 E-F 0-2917 J -K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0 Plating Notes V- U 0 0 Q- P 0 0 MAiq U- T 2267 0 Q- O 2885 0 All plates are 4X6 except as noted. ex e4 ` T - S 2263 0 O - N 2141 0 W S- R 2878 0 N- M 874 0 Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail 4, Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. ar e A y . Webs Tens.Comp. Webs Tens. Comp. Additional Notes e. A- W 0 -58 G- O 0 -465 + 2x6 continuous strongback. See detail W - B 0 -1214 H - O 0 -41 STRBRIBRI O14 for bracing and bridging ► B - U 681 0 0-1 547 0 recommendations. U- C 0 -1056 I- N 0 -859 s, Webs are square cut except dbl diagonals or as ° +�� C - S 976 0 N - J 902 0 otherwise shown. ' i S- D 0 -348 J- M 0 -1217 �r� Truss must be installed as shown with top chord up. R-E 67 -270 K-M 0 -42Q = 233 _ 92 L - X 0 -3-55 40 015A 38 FF150 8180 813 7F48 00,99 2E 85 FB fibalt➢Eemirxx b�e¢a a�dr,"ysned s�afad fay reranueA Mart�ez, P£ (Ft, tit.�dFfE2j althmc�a5c shown aCmvm rtt�g a SN�3. a9.^23itRika4%�ica�m e+r';titudceyaF�zaixfsss sxcraasiara x�utcz�asd�ssd s�ysaua: gad Healed ztsd tha Si3sx-zzu4hcn�iok�etesvde n�14u �➢f�d rs aevg a4ectmrs� a�lat. 1 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Hen[ Safety Information, byV TPI and'SBCA) for safety practices prior to, performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61 D, icable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to )s i60A-Z far standard plate positions. a division of ITW BuildingComponents Group Inc. shall not be respon lible for any deviation from this drawing,any failure to build the conformance with ANSITfPI 1, or for handlingf shipping, installation acid bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability le of this gnawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS022 Ply: 1 I SEQN: 676131 / T45 / SY42 4EHB Hayden-2601 "W OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT10 Wgt: 42.0 Ibs / ... 09/29/17 6" 1'2"4 ---{ �--{ 6" 12"4 - -� =33X6 =3BX6 =3CX6 =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 Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F 591 1-- TCDL: 10.00 Speed: NA mph Pf: 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 / -1- 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 L 0.003 D - - � )� D Min BigWidth Re q Code i Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: psf Creep Factor. 1.5 Soffit: 0.00 TCDL: 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 " CSC Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bet Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 16.01.01B.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) Bet chord 4x2 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP #3 Lumber value set "138" 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 ,1+g F- B 0 -771 D- C 0 -28 Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac.=1.00) �1 . , B - E 50 -12 i+ NN. TC- From 100 plf at 0.00 to 100 plf at 3.38 BC -From 10 plf at 0.00 to 10 pif at 3.38 TC- 917 lb Cone. Load at 1.85 u 'i Hangers / Ties e ' (J) Hanger Support Required, by others. w Additional Notes WA Webs are square cut except dbl diagonals or as �� STATE otherwise shown., # ° *v. Truss must be installed as shown with top chord up. aA'".�� 40015AA38FF5691S0BB7F4800992E95 FB MU I14m'dus tsm . It, a =t%: joad and iaatad by r ew=l Ntarthrs> E V. tfc.047%€33tm titvd=2 ;Iwwn aim= w1fica8H&-1 as-�`s enGga cc�-!r. wkwd,opws mrth€s d�Aarm mat c l6wed. nas and Iod and tt,4-'-A.*,m ari doctmrk ,=Ias:. "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an r7 SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary have bottom have bracing per BCSI. Unless noted d1herwise,top chord shall properly attached structural sheathing and chord shall a propperly Locations shown for lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, attached rigid ceiling permanent as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z far 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 ANSIrfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , for the design The listing this drawingg indicates acceptance of ppro essiona engineering responsibility solely shown. suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this Ws general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o SBCA: www.sbdndu .coin- [CC: www.icaafe.o Job Number: 136DCS022 Ply: SEQN I Truss Label:yden�801 ""D" OL OW /DR Horton 14EHB Hayden-2601 IID" OL O I Ci:Wgt1151.2 Ibs I FROM:: ROM': DJH 86 f T46 ! SY42 I DRW; 09/29/17 I T v 1 1'8"4 } 7'1"12 9'1"12 1'8"4 515"8 2' 2'6" -+ 1'4" 1112X4 =5X10 =5X6 A B G D E F Z Y X W =4X10 =5X6 =5X8 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 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 1: 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 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 plf at 18.50 BC- From 10 plf at 0.00 to 10 plf at 18.50 TC- 591 Ib 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 detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback See detail 18'7"8 9'5"12 r, 2'5"12 1'3"1� 13"1— 2'6"� W=3X4 =2X4(R) =4X10 =5X6 1112X4 1112X4 G H I J K L M N O 3s 2X4(R)RSzSkfN _._. B 38 V U T S R Q P W=H0308 -4X6(""T 18'7"8 Snow Criteria (Pg,Pf in P5F) 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 Pt NA I Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - / - /_ /_ / 4.0 Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - / - /_ /.- 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 Bearings AA & P Code / Misc Criteria Creep Factor. 1.5 are a rigid surface. Bldg Code:I FBC 2014 RES Max TC CSI: 0.493 Bearing P requires a seat plate. TPI Std: 2007 Max BC CSI: 0.759 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): IA- B 3 0 H- 1 0 -4028 WAVE, HS' VIEW Ver: 16.01.01B.0614.19 B - C 0 -1769 1- J 0 0 C- E 0- 3179 1- 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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA- Z 1666 0 Z-X 2664 0 U- T U-S 0 0 3705 0 a#s Y-X 0 0 S-R 3705 0 X- W 3786 0 R- Q 2632 0 W- V 4518 0 P 1038 0 Q- V-U 4514 0 ` Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. w S A -AA 0 - 67 U -1 445 0 ash,$ AA- B 0 -2248 1- R 0 -675 B-Z 805 0 K-R 0 -58 Z-C 0-1192 C-X 716 0 R-L L-Q 785 0 0 -1088 X-E 0 -841 Q-M 1129 0 E-W 954 0 W-F 0 -445 M-P N-P 0 -1444 0 -42 STRBRIBR1014 for bracing and bridging 40015A38FF15081808671`4800492E&5FB V-G 92 0 O-AB 1 -3 recommendations. TM mlodbVVuxMmarancz, G-U 0 -638 € s m. ui.airisZ}ass the daushaein Abo" wkga SHOT. Webs are square cut except dbl diagonals or as arrcar� otherwise shown. Truss must be installed as shown with top chord up.'�d`'�d"""`mac sraC ifut ZxaY3�ent�3Ceascada ns�tPsn �crriei caa amm^�e$ectrmrzk raz&lus. ""WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI ancT'SBCA) r safety practices prior tolperforming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o-therwise,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. tZfer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildiphc�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 professrona 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 ANSI/TP11 Sec.2. Job Number: 136DCS022 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 .. / ... T e _v j as 7'11"4 7'11"4 f 1'3" � f 1712 { 9'11"4 2' �--. 2'1"4 _".I 1112X4 2X4(R) =4X6 1112X4 =6X8 1112X6 1114X6(R) =4X6 A B C D E F G H I J 21'3"8 11'4"4 1'3"12 I 1'3„12 =4X4 W=3X4 1112X4 =4X6 K L M N AC =5X8 1115X6(R) 1112X6 W=H03U8(Q =4X1U =4X6 =3X4 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 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 "138" 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 09/29/17 1112X4 O P Snow Criteria (Pg,Pf in PSF) Defl1CSI 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 / - / - / - / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 /- / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 HORZ(fL): 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 Cade: 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 FT/RT:12(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.01.0113.0614.20 047182 40 Mo r aq ir TE OF till SERIAL fit; 40 01 SA 38 FF 58 8180 BB 7F49 00 99 2E 85 FB Licit and by Masud marm", n In., Ltc.0471nj oa the ctaW shown abow v*g a SNA-1 auMramticltkasaodm nbtad copies art.+" da=ent ana not cczm3&red 4-na3 and szalsd enett%e53AA./avAhcperatr codems t b, wAf=d m auf doctrank aav!es. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1 0 1-1 0 0 B-C. 0 -2048 1-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 - 1 0 -5012 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 1137 0 W- V 0 0 AB- Z 2925 0 W- U 4840 0 AA- Z 0 0 U- T 4840 0 Z- Y 4326 0 T- S 4192 0 Y- X 5253 0 S- R 2927 0 X- W 5248 0 R- Q 1134 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD-AE 0 -3 W - 1 454 -14 A -AC 0 -42 I-T 0 -438 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 Z-F 0 -968 R-O 1266 0 F-Y 1328 0 O-Q 0 -1582 Y-G 0 -602 Q-P 0 -15 X-H 274 -118 P-Q 0 -44 H-W 8 -665 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anc7SBCA) toF safety practices prior to pertorming these functiens. Installers shall provide temposrV bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or B10, 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 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 p e responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alp'tneitw.com: TPI: www.tpinst.org; SBCA www.sbdndusby.mm: ICC www.icesafe.org Job Number: 136DCS022 I Ply. 1 1 SEQN: 622580 / T52 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: DJH DRW. Truss Label: FT13 I Wgt: 168.0 Ibs .. / ... 09/29/17 T11 "4 3f 7'11 "4 — 2'6"12 �{ =4X6 = 5X8 A B C D E 9'11"4 _i_ 217" 2' 11'7°12 2'6"12 ---1 2'6"12 --{ 112X6 =3X4 r_ u i J K L =4X6 M T N 1 AB AA Z Y XW Illzxo v U T S R Q P 1-1 11AC —6X8 =6X6 112X6 W=H0 8 1114X6(R) W=3X6 4X4 1112X6 =6X6 =6X8 B12X 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 "l3B" 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 detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRI001014 f b ' d b 'd . 217" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe UdellLi# Loc R / U / Rw / Rh / RL / W Pt NA I Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 / - / - 1- / - / 7.5 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 Brg Width Req = 1.5 Code / 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: 0.782 Rep Factors Used: Yes Max Web CSI: 0.712 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 0 -1133 G- H 0 -5403 WAVE, HS I VIEW Ver: 16.01.01B.0614.20 B- D 0 -3083 H -1 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 -3097 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 6309 0 AB -AA 2266 0 U - T 5309 0 Ali�� ee WOE AA- Z 3914 0 T - S 4949 0 ♦$x�� ' ¢'. Z-Y 3914 0 S-R 3916 0 b ✓ Y- X 5400 0 R- Q 3916 0 4 I ' X- W 5400 0 Q- P 2264 0 047162 W-V 5411 0 P-O 31 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. or rac ng an n gmg a recommendations. STATE OF e AD-AE 0 -103 H-T 28 -342 1. Webs are square cut except dbl diagonals or as +,� �* ��6f A -AC 0 -1020 T - J 350 0 otherwise shown. "�* $M �� A -AB 1495 0 J - S 0 - 681 Truss must be installed as shown with top chord up. +" AB-B 0 -1537 S-K 704 0 11 2 AA-D 0 -1104 K-Q 0 -1101 D-Z 49 -3 Q-L 1116 0 40 01 5A 38 FF 5R 81 BO 8B 7F48 00 99 2E 85 FB D - Y 943 0 L - P 0 -1530 r Y-F 0 -1160 P-M 1494 0 3#,Iti[amR¢s6em e{n te, ps£�waaba We ghy44,1 Martincs, F-W 330 -66 M-O 0 -1020 P£ (R., ICc.C•LTtH2(cn th�sdata shawa atimm Wag a SHA.1 ar.^[�ant5caskaac[ydr. G- V 0 -320 N -AF 0 -103 V - H 562 -248 e"t�tnde�tasaSch�s drsexsvr9tmma�a[ea+zddorad stntdand s lid and tFc 5'!-;A,. axftriantxiSims c�fc west 4aroxr#f€ed en sart+electranBs cx�los. I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ire ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building �omponen[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary 3racing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propfterly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 3s applicable. Apply plates to each face. of truss and position as shown above 'I nd on the Joinf Details, unless noted otherwise. (2efer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the :russ in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page isting 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 ANSI1TP11 Sec.2. Job Number: 136DCS022 Ply: 1 SEQN: 681690 / T49 / SY42 I 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 .. / ... 09/29/17 �-1'4" -i (TYP) 2X4(R) A B C D E F G 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 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 l: 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 Sheathing is required for any longdudinal(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) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pt 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. Comp. 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)110(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-I 0 0 Q-R 0 0 1-J 0 0 40 015A38 FF 5B 8180 BB 7F 48 00 99 ZE 85 FB This item ivaa beat ekdrank2lmjsoad and scalad by MaFsa-.t Marlines, .ate (Fl, Ltc. aar1101 an Me daw shown aba" tr.2ng a SMA-1 authartkatiunraja. e'?rutad eopw%aftldn dom=r,,Aasa nut cuvs3dmd signmf and scabd and tha VA aaAhCA601�acodeM�f be r fcd Mmydactm.• . crpias. 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 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B -AJ 0 -142 K -AA 0 -133 C-AI 0 -132 L-Z 0 -133 D-AH 0 -134 M-Y 0 -133 E-AG 0 -133 N-X 0 -133 F -AF 0 -133 O- W 0 -134 G -AE 0 -133 P- V 0 -132 H -AD 0 -133 Q- U 0 -142 "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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc7'SBCA) i safety practices prior to pertorming these functions. Installers shall provide temposrrYy bracing er BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacher�ripid 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 JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the euitding Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.alpinenw.com; TPI: www.tpinstorg; SBCA• www.sbcindustry.com; ICC: www.iccsafe.org Job Number: 136DCS022 4EHB Hayden-2601 'D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT15 1'3114"� (TYP) A B C D E F G Ply: 1 SEQN: 684539 / T51 / SY42 Qty: 1 FROM: DJH DRW. Wgt:127.4lbs / ... 09/29/17 W=3X4=2X4(R) H I J K L M N O P- 3'8 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6 W=3X4 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 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"8 18'7"8 Snow Criteria (Pg,Pf in PSF) Defi/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 /- /- /- 1- / 223 Lu: NA Cs: NA VERT(TL): 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 / Misc 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 Sid: 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: 16.01.01B.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 047M, s w iw 4. S TAT E O 4 ON V Maximum Bot 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 40015A38FF5081808B7F4800992E95FB D-AE 0 -133 L-V 0 -133 st it ltan hvsiyean als sr micatysdgneds xataa by faaFe ea taaretncx E -AD 0 -133 M - U 0 -133 PE(FL.tk.driss2J on thedauitwwn abnw tang asxul F-AC 0 -133 N-T 0 -134 a# onttcazcavcoia. G -AB 0 -133 O- S 0 -133 Ported ccipi".ftt.� dommerstarm not cnnskwed o pdand—lad H-Z 0 -133 andthe.bcauffled cn as�ydmtmnk cs pkL '*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, handlingq 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 otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, 67 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. itefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes Dane and these web sites: ALPINE: www.aiDineitw.com: TPI: www.tDinstora: SBCA www.sbdndustrv.com: ICC: www.!ccsafe.ora Job Number: 136DCS022 I Ply: 1 SEQN: 688749 / T48 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH8 Hayden-2601 7 OL O Qty: 8 FROM: DJH DRW: Truss Label: FT16 I Wgt 128.8 Ibs .. / ... 09/29/17 T 1 7'1"12 I 91"12 -L4 1878 71"12 2' f 978 4 1� 2'5"12 �'13112T3„1� =5X6 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 A B C D E F G H I J K L 1. II i i�c i� i ure — i i�c i�c i ve .v. Ills Ili .v— — — — ►� .:. ►vr ri 1114kd(R) =4X10 =-5X6 W=3X4 Loading Criteria (psf) Wind Criteria TOLL: 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 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 6/1/2013) 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 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.23". 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 187'8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Gt: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W Pf: NA I Ce: NA VERT(LL): 0.313 T 694 360 Z 1025 / - / - /- /- 14.0 Lu: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 /- / - /- /- 17.5 Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 HORZ(TL): 0.060 O - O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings Z & O are a rigid surface. Bldg Code: IFBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seat plate. TPI Std: 2007 Max BC CSI: 0.793 Rep Facto Used: Yes Max Web CSI: 0.619 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 G- H 0 -3600 WAVE I VIEW Ver: 16.02.01D.0314.13 B-C 0-1276 H-1 0 -3600 C- D 0 -1276 I- J 0- 2996 D- E 0 -2648 J- K 0 -2996 E-F 0-3818 K-L 0 -1744 F-G 0 -3831 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z- Y 319 0 T- S 3831 0 Y- W 2096 0 S- R 0 0 NO X- W 0 0 S- Q 3440 0 "�er+ie W- V 3303 0 Q- P 2474 0 V- U 3301 0 P- O 985 0 U - T 3831 0 t�047162 ate. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - Z 0 - 33 G - S 33 - 570 STATE OF i« gym. Z-B 0 -1035 S-1 361 0 'eyd ; ,��. B- Y 1301 0 I- Q 0 -604 otherwise shown.°o g�� , ,�� a"++�* �` C - Y Y D 0 -105 0 J - Q Q K 0 -53 709 0 Truss must be installed as shown with top chord up. d 4!y - -1115 760 - P W E 909 P 100 -10100 nod 4#: - E-U 879 0 L-O 0 -1371 40 01 5A38 FF 50 81 BO BB 7F 48 00 99 2E 95 FB U-F - M-O 0 - � T- G 206 -1711 N -AA 0 -3 ri'.il ltnmAasbcen e{tct[as%ca35�s§gnndand scalnd ttSl tAarertt tnart�cs. P£(n.,ttc.C$7zezl nntiftdaSe slwweaba�� tr.m° gaSHAi ar.dtentltat&vs&edn. Maud eoptasof ttds dacr..c Awe not ccmfdcred s4jned,md =led and the wra;z authmtic tim code n-t be vwfkd many dmtmnk cros{nx. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anf7'SBCA) fr 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 attache tl rigid ceilingq Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, as applicable. Ap Ty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer 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/TPI 1, or for handling shipping, installation andlbracing of trusses.A seal on this drrawing or cover pa e_ 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 lob's neneral notes pane and these web sites: ALPINE: www.aiwneit�.com: TPI: www.toinstom: SBCA www.sbcindushv cam- ICC, www_ir fP am • r Job Number: 136DCS022 Ply: 1 SEQN: 681692 / T50 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT17 Wgt: 64.4 Ibs .. / ... 09/29/17 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 " �-- 1'2" --}--- 1'4" - { (TYP) A B C D E F G H I Wind Criteria Wind Std: 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 It Loc. from endwall: NA 1: 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 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. 10'4" -I 10'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# PF. NA Ce: NA VERT(LL): 0.000 1 999 360 Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 Snow Duration: NA HORZ(LL): -0.001 B - - HORZ(TL):-0.002 B - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.074 TPI Std: 2007 Max BC CSI: 0.018 Rep Factors Used: Yes Max Web CSI: 0.031 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.19 ♦ Maximum Reactions (Ibs), or `=PLF LOG R /U /Rw /Rh /RL 1W J• 109 /- I- l- I- /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 Q-P 0 -2 M-L 0 -2 P-O 0 -2 L-K 0 -2 O-N 0 -2 K-J 0 -2 tV111aax###i� Maximum Web Forces Per Ply (Ibs) Tens.Comp. Webs Tens. Comp_ Webs A-R 0 -60 J 0 1-1 0 -41 .e - 1 -8 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. w B-Q 0 -124 C-P 0 -136 F-M 0 -133 G-L 0 -136 rSTATD-O 0 -133 H-K 0 -124 o 4e�w E-N 0 -134 40 01 5A 38 FF 58 81 BO BB 7F48 00 99 2E 95 FB ihu atom tmbvn alse w ka:fagsigiad wd snaiad by rA�l mwtiacs n(a. tar."7,1621 M the datc %hown ab®w+.^.2nga SNA-1 sen+�ascac9a. Sued capiassai'thk citxirwd s not c=W&rcd tigned =d salad arm lrse i..1 zvthcnbcat3ca mde must haVvifLd rat zcrfd"tMnit mpiat. ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) f-or safety practices pnor 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 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 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 shlppinq, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing, indicates acceptance of pprofessionaii 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. ei PwF — alninaitw-- TPI• www Knzf — SRCA• w shdndustw m ' ICC: www.i[%safe.ora ®BolseCascade Double 1-3/4'1 x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\BM1 Dry 11 span I No cantilevers 1 0/12 slope September 29, 2017 09:14:36 BC CALL® Design Report Build 6080 File Name: 136DCS022-Beam.bcc Job Name: 4EHB Hayden D Description: Designs\BM1 Address: Lot 22 Creekside 136DCS022 Specifier: City, State, Zip:, FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: l w s.A l r 9w°T+ �, 121 _„ R 20-07-08 BO Bi Total Horizontal Product Length = 20-07-08 Reaction Summary (Down / Uplift) (lbs) Bearing Total BO, 6" 5,818 B1, 7-1/2" 5,424 Live Dead Snow Wind Roof Live Trib. Load Summary Taq 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) 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 Pos. Moment 25,803 ft-Ibs 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") 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" 75.3% n/a 1 10-00-15 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 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 4001SA38Ff51381BOBB7F4500942€85F8 This ftam lomt h ekc4raniriffp 54md W'd s Ird by 14U-1 Mminra tf�.@&FiBEiiYn ndrsa th"m abwn xming a S€AAI nez•,t}xatCAsacca!e. �tmtad coo" ettitIA dw erramse.°ol cmlfti±red gpedanzd'teakd' a.dttas.S. Smui6mrt3zxRiiassut°m.tbtvaHt ion anydmtmrAz itx. ®Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope September 29, 2017 09:14:36 BC CALL® Design Report Build 6080 File Name: 136DCS022-Beam.bcc Job Name: 4EHB Hayden D Description: Designs\BM1 Address: Lot 22 Creekside 136DCS022 Specifier: City, State, Zip:, FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure Completeness and accuracy of input must be verified by anyone who would rely on b d a • r • • T 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 CALL®, BC FRAMER®, AJSTM, 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 PLUS® VERSA -RI, M®, 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 B 1 1 /,1 Top Loaded Only Connection Doug 1-3/4" Versa -Lam -1 'Y M% rr See below min. When 2 pieces of 1-314" Versa-Lanfam loaded from ab Nail 9-1/2" and 11-718" beams w/ 2 - rows 16d box or s SOWt Nail 14"1 1�6" and 18" beams w/ 3 - rows 16d box or sinl 4,015A38Ff5Bf� a 7F 4900992E85FB Nail 24" beams w/ 4 - rows 16d box or sinker nails. PE.nazi w mi�. xraditav � �Lhcnt3znaxvEict�:�.�F F� mxrtfic� arc a�rdrsiraro� ccDtex. Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 10ri 140 mph Wind Speed,45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, t?n nnh Wind Sneed. IS' Mean Halnht. Partially Fringed. Exnosure ➢. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace Is (I) 2x4 'L' Brace IN (2) 2x4 'L' Brace Ism (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace It Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' 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' US U Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' QJ o H �- Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' It, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' S P #1 4' 0' 1 6' 8' 6' lt' 1 7' 10' 8' 2• 1 9' V 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10• 6' 7' 6' 10' 7' 9' e' 1..9' 3' 9' 7' 12' 2' 12, 8' 1 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' (U D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' t0' it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' il' 0' 13, Il• 14' 0' 14' 0' L4' 0' -i > S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10151 10, 10, 13' 9' 14, 0' 14' 0' 14' 0' U F Stud 4' 2' 7' 11 7' 6' 8' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' O H Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' B' 10, 5' 10, 10' 12, 8' 13' 7' 14' 0' 14' 0' 00 #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14, 0' 00 11 S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ll' 0' 13, 11' 14' 0' 14' 0' 14' 0• QJ D F L #3 4' 4' 6' 5' 6' 10' e' 6' 9' 11 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' t0' 10, it, 10• 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' e' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d (� U S P F #3 4' 7' 8' 2' 8' 5' 1 9' 8' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' e' e' 9' 11' 10, 31 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .--I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0'' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0 1V 0' AJZu Diagonal brace option, T vertical length nay be 1 doubled when diagonal 18 X brace Is used. Connect L I diagonal brace for 600# at each end, Max web Brace total length Is 14'. 31E31E 2x6 DF-L #2 or better dlagonal T 1 Vertical length shown braces single B, In table above. or double cut L 1. 45' (as shown) at upper end. Connect diagonal at "' " mid olnt of vertical web. Refer to chart above WARNING- READ Alm FDL.I.DW ALL NaTEs ON THIS DRAWIHa ■.DWMTA1(T- FURNISH THIS DRAVING To ALL CONTRACTORS DxLUDD9 THE MnALLERs Trusses roquiro .Irtreme care In fabricating, handUng,,6NPPing, Installing and brackV. Refert�to and Folio. the I.teeS edition of BCSI (BullaMg Component Safety Infonwtlon, by TPl end SBCA) For, -safety practkee prior to performing these functions. Installers shad provlda te,por.ry b- per BCSL Unless noted otherwlse, top chord shall have properly attached structural sheot= and bottbn km shall have a properly attached Hold "Ift. Locations shown For permanent totem, restraint of webs d fT �1Q shell have bracing Installed per BI. sections the B7 or D10, as applk.bno Apply plates to each face l lL�lu� rg aF truss nbr cing tnn as shown above and on 43, .blot Det.0.s, unleec noted l plate Reier to drawings l60A-Z for standard plate positions AN ITW QDMPANY sHs dra.f o my folture to Wit i the truss in conforn mace a ithot ANSt/TP� 1 °i or fosWier r har wing, shippinfro Installation 6 bracing of It- -A seal on this drawing or cover page IlstbV this drawing, b,mcates acceptance of professlonat «gt,eerhq rc ttyy solely For the desbn shawl. The sultsM ty and use of this deft 13389 Lakel,nnl Drive for any struet,ae the respons>oWty AF the BuIdkV Design- per ANSI/TPI I Ser2. Earth City, MO 63D45 For hero information see this ,Job's general notes page and these web sIt- ALPINE, wwwalabattmean, TPI, wws.toinstaro, SBCA, www.mchdustrv.oro, IM .wslces.17a4rA Bracing Group Species and Grades, Group AI S uce-Pine-Fir Hen -Fir 01 / 4*2 Standa#2 Stud rd #3 Stud 1 #3 IStandord Dou las Flr-Larch Southern Plneuww 83 03 Stud Stud StandardI Standard Group Bi Hen -Fir #1 6 Btr #1 Do Ins Flr-Larch Southern Plnexxx #t #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board), wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. -Attach 'L'-braces-wlth-IOd-(0.128'z3.0' min) nails. A For, (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o c between zones. )l)Wor (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 80% of web member length. Gable Vertical Plate Sizes Vertical Len tin No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Less than 4' 0' 2%3 Greeter than 4' 0', but less than II' 6' 3%4 Greeter than 11' 6' 4X4 /8 1'rl l'6 OF ,MAX, TOT, LD, 60 PSF AX. SPACING 24,0' EF ASCE7-10-GAB16015 ATE 10/01/14 RWG A16015ENC101014 Gable Stud Reinf orcement 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 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 Orr 120 mph Wind Soeed, 30' Mean Heloht. Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace wsl <1) 2x6 'L' Brace IN (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' LiS 1- F u #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 0#1 14' ' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' ill 2' 11' li' 13' 7' 14' 0' C) fl Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 1 8' 1l' 9' 3' 11' 9' 12' 2' 13, ill 14' 0' -� S P #2 3' 8' 1 6' V 6' 6' 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 1 12' 0' 13' 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, 10' 13, 8' 14' U' d CU r D r L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' to, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' _U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B. 9' it, 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' H F �I Standard 4' 0' 5' 8' 6' 0' 7' 6' 9' It' 10' 4' 11' t0' 12, 8' 14' 0' 14' 0' 0) 0 #1 4' 5' 7' 3' 7' 6' 8' 7' ill10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' S' 8' S' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' It' fl7'G' 10, 0' 10, 5' 12, 5' 13' 3' 14' 0' 14, 0' D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 10, 0' to, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 9' 5' 10, 2' ill 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8'2'9' 4' 10' 1' 11' 6' 14' 0' 14, 0' 14' 0' 14' 0'd (J SPF #3 4' 5' 7' 7' e' 1'9' 2' 96 to, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 1 8' 0' 8' 3' 9' 5' 9' 9' ill 2' it, 8' 14' 0' 0 14' ' 0 14' ' 0 14' ' S P #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 1,V 0' d #3 4' 6' 6' 10' 7' 3' 1 9' 1' 9' 7' It, 0' 11' 6' 14' 0' 14' 0 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10' it' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' able Truss i Diagonal brace option, T vertical length may be doubled when diagonal 18' j# brace Is used. Connect L I diagonal brace for 69011 'L' -fl- at each end. Max web Brace total length Is 14'. il<31f 2x6 DF-L #2 or better diagonal r Vertical length shown i bracei single 8, In table above. or double cut L 45' (as shown) at _L upper end. Connect db.00na at Refer to chart above for Bracing Group Species and Grades - Group AI S uce-Plne-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud 1 #3 Standard Dou las Fir -Larch Southern Pinewsiw #3 #3 Stud Stud Standnrd Standard Group BI Hem -Fir #1 & Btr ql Do has Fir -Larch Southern Plnewww #i #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wrFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Board,. Group B values may be used with these ,odes. Gable 1 russ lJetalL Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd <O.128'x3.O' min) nails. X For <0 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c, between zones. 31E3�For C2) 'L' braces. space nulls at 3' O.C. In 18' end zones and 6' o.c, between zones. bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Lennth I No Splice Less than 4' 0' 2X4 Greater than 4' 01, but I 4X4 less than l2' 0' + Refer to common truss design for peak, space, and Neel plates. Refer to the Building Designer for conditions th not addressed by this detail. -- wARND�fdww READ aNn FCLLOv ALL NOTES ON THIS DRAWM ♦♦.�'`.%,, REF ASCE7-10-GAB16030 nplPQ1TANTo FURNISH TWS DRAVM TD ALL CONTRACTORS INMUDM THE DIST&LERS ♦ v c p , Trusses regNre ewtrene care In fabrkotag, handling, shipping. Installing and bracing. Refer to and DATE 10/Ol/14 follow the latest edition of HCSI (lwad:ng Conponont Snfaty InforwtUn, by TPI and SBCA) for safety a�� ,� practices prlor to perfor.Mng those functl-,, Installers shall pravltle tenporary bracing per BCSL `J' Unless noted otherwise, top chord halt have property attached strvcturat sh-tWg and button chord _ NO DRWG A16030ENC101014 IIfI1' shall have a properly attached rlgld ceillg. Locations sho- for permanent lateral restraint of •ebs = L�LI shall have and V.1 installed per above sections the D7 or Btg, s applicable. dot Wates to such Paco = Yi Q of truss and Cp Inns all shown above and on the 37 or 910, as, unless noted otherwise. = Refer to drawings 16CA-Z for standard plate positions. Alpine, a divlslon of ITW Bu MIG Conponents Group Inc shall not be esponsiblo for any devlatlan fron ATE OF AN fTWGOMPANY tNs drawing, any Poll— to build the truss I, conformance with ANSI/TPI 1, — for handling, shipping. %'0 �� MAX. TOT. LD. 60 PSF Installation i bracing f trusses. �� , AN A seal on this dra•Ing or cover page UstkV this drnwbg, indicates acceptance of professional p t engh=,I —sponstbaity solely for tM df- r. shown. The sUt.Mty and use of this drawing i �,(� 13389 Lakelronl Orive for any StruCt4e'e La the reslwrslbRlty of the IhAdIng Designer per ANSVTPI I Sect Each City, MO 63045 For none Inf—ii,tion see tuts Job's generol notes page and these web sites. %r4p i�paaag\ MAX. SPACING z4,0' ALPINE, w w.alpineltw.ca+i Mi w tphstorgi SDCA+ w•wsbd clndustey,orgi ICC. wwccsnfvorg fl{E 1 Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. Gable vertical length greater than 48' 'L' 3r 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a - single plate that covers the total area of the overlapped plates to span the web. Examples 2*2X4 2X8 No ILI or 'TI brace required .l. In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss deslgn, vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Mollss 10d Common (0.148'x 3.1,min) Nalts at 4' o.c. plus (4) malls In the top and bottom chords. Rigid Sheathing Toenalled Nallss 10d Common (0148'x3',min) Toenails at 4' o.c, plus 4 No 0 (4) toenails In the top and bottom chords. •T' This detail to be used with the appropriate Alpine gable detail for ASCE forcing wind load. rnber _ _ ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A31015051014, A10015051014, A14015051014, Gable Nolls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4 o c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIDID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detallx Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' relnforcing 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 2R4 2x6 30 20 Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1,00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' v AN fl1N COMPANY 13389LakftT1DTW EaIhclry,No63048 "VARNDKIa READ AND FOLLOW ALL LUTES UN TM WAVDIM eripFQ7TANT" FUR�r THIS ZRAWDE TO ALL, CONniAchNS DaUDINr TM DISTALLUM Tailor `tie i mst extreme of"max In fabricating,t'°"dirq, ahgpphp, r'st¢lurs� and brac►lp, defer to and dyg Co s. In t Safety Lufarrovide Y pTOMrar¢ynd SDdCA> Far wfehl Unl°e s`roted otnheer.�arming topp chordS shalt have pry properly attached ��roi sheotNng°nnd per itom �ehord shalt have a property attached raid cwlimD Locations shown for permanent lateral restraint of webs 07 or MO. as ness Icable. Apply pWtcs to fads f¢ce shalt have and cirgposition insion alledss own above sand an 'the of Miss and podtbn as shoal nbove and on the .blrrk Details, w- less rested °ttrersis %. Refer to drawings 16CA-Z for standard plate positions. the a n ¢ dvlsigs of ITV McIno Components GruOt4� Inc shalt not be responsible for any deviation from udn0 an failure to bold the truss In conformance with ANS[/TPI 1. or for hn hstaUotbru bracft of trusses, A :pI an t� drams or .r t� the drag. I—tw. acceptance of Profession fmdl7efrkV respord6ltiv solely for tM design shorn The suitability "A use of *" Aww6v etruCtlrf Is the recp°duWtdy of the Eiilf^9 Oeslprrr Per ANST/TPI 1 SfeB For more Infornation see thisjob's lienomt notes paand these web sdtess ALPIND ...atolneltvcom, TPIs .—Abinst—, SRca ....sbdue�twerat Mr, ...,«aafe.m.a auauar a. ,,,, a d`y 4{fY,�' Y..?,.' k ' ,+„`t� no 04716a. =:a * IpYA;E xyy ryµ an "+„rs+aa+sa�" wms.aeaaevmariaasssurs - .•••.••••. ___ »..p.y^�... MAX. TGT, LD, 60 PSF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX, SPACING 24,0' Hip Frame Details d Hip Frame \.IAVA. Mt,.. � W, I'R' tthed Use ASCE this detail 7-10, 180 fors 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 flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of Structural stepped hip system must be So, Pine lumber. anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To h1n,,%'t�,$ PkF4.'f 4r;lins. vARNHICdo READ Arm FOLLOW ALL NRTTES a TM[s WAvnua REF HIP FRAME -WINLTANTwr FlHNIISN TVUS BRAVING TD ALL CCKTRACMRS MMUHW THE INSTALLERS. �@' �GE�$� �I Trusses requira rwtrenr care In fabricating, handling, sWpphV, Instniting and brochg. Refer to and 11r �` £alto' the latest etlltian of 0 Id, Canpanent Safety I'1'7ttan, by TP[ and SHW for safety N 1� DATE 10/Ol/14 practices prior to perforntng these functlons. InstnUers shall provide terparory brodn per HCSI. Untesa noted otlwrwise, top chard shag have property attached structural sheatidrbg a,� botton chord DRWG HIPFR1801014 shalt have a properly nttnchad rWId calling. Lacatlonc cVn.n for p¢rnonent intern[ roStr.Jn of ..be. .. anall have brodng installed per H SI sand = the j or Details, ils unless no Appty plates to each Face S ' rF Muss and position as farm above and te the Joint Oeta0.s, unless noted othenlse. Refer to drawings 160A-Z for standard plate posltbns. :.p A`fE OF Alpine, A division of [TV Building Conprnents Group Inc. shall not be responsible for any deviation fro+ ,,T': ITVVa0MFY1NY this crowing, any fn8urr to bJld the truss In confrrnance with ANSI/TPI 1, or for handUnG. sNppbv, t,atnllntion 6 b'adn of trusses. A seat an this drat fag or cover page ustbm this drawing, inacates acceptance of professional 4, ft re y safety fee the desl�n a/ba'n. The aWr part' and use oP this drowbip f:7 Vv�.'/ fl 14t� 133A9 Lakefront Ddve for arhY s 'the respanstbsltY oP HWldhg Declgner per ANST/TP[ 1 S.ra_ yf"' y�N�1`�� 1\ \ Each City. MO 63045 far pore Infarnutbn see this job's 9eherol notes page and these web sites t �edff0.111111111t\1t1 \1 Ai.PINF, wwwalpineltw.coni TPI1 www,tpinstorgl S99, wrw.rbcMdustry orgl 1CO ebwst"' e.org 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 0, SPF #1/#2, DF-L #2 or better. )E)KAttach each valley to every supporting truss withi (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 �---- 8-0-0 max --I 4X4 12 12 Max, I- 1X3 X3 5X4 SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, sane 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 Purtins 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, 31 xW Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as tong as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Square Cut Bottom Chord Bottom Chord Valley Toe -nailed /Valtey ss 2X4 Q Gar �P__ SP° JR 2X4 Stubbed Valley End Detail 4X4 Optional. Hip Joint Detail - - - - - - - - - i L.urlrhun h 'u55e5 Partial FrQtning 20-0-0 (++) - at 24' o.c. Supporting trusses at 24' o.c, maximum spacing, Plan tipN\U a w„epi� "VARNMU REAR AOFOLLW ALL ti1TES ON TMBRAVINGI — RiTANTM FURNM TOS nUVM m ALL IONTaacra+s nlalllmic TE DWAU.ERS. \�.'a�. , TC LL 30 30 40PSF REF VALLEY DETAIL Trusses regJre estrme can In fabricating, handling, shipping, installing and bmcfng. Refer to and `, .. t"t, �'C DL 20 15 7PSF DATE 10/01/2014 folio, the lottct ,moon of BC51 CBJtmnp Canponent Safely lnfornatlan, by TPI arW SBCA) Por softy , proctkea prior' to perforrdng these fu I.— InetoUers shall provide teeporary bradng per HCSL ��., '� tJnlass Total otherdse, top chard sMll have properly attached .trvclvm hea hMg and bcltan Gard $JC DL 10 10 10 PSF DRWG VAL160101014 shall have a property altach.d rigid tellingg. Locations ahem for p-----t loterol rv.troint of ebs shall have b'oc1ng Installed per SCSI sec am B3, 97 or RIO, as applkable. Apply ptates to each face d O of truss and poslllon at chain ahwv& and on the Joint Details, letla" noted ather 1M )' e LL 0 0 0 PSF Rtfor to draN . I6OA-Z for tMdard plate posttlonS. AIpMt, a malslon of ITV IIWtmra canpanml. Grroup Irr..haR .at b. responsl6l. far any devmtlon vron = �TF 4i- TOT. LD, 60 55 57PSF /1N ITW OJMPANI this dr eng, any fall-e to bu0.d the truss 1. confa I= .iM ANSI/TPI I, or for MndUrp, sHppk B• Installation L bracing of trusses, +, A seal m this dravtng or twat page Ustlrg this droving, kldcates acceptance of professional responsNUly solely for ale design sham The suitability drd use of ttds dro.vng .� l% /+ r ®� ��✓ �UR.FAC.1.25/1.33 1.15 1.15 h3389 Lakefront Ddve For any k the respanslbAlty of th. Buitdng Bastgr per A,6I/TPI i S..P. f� l "I Earth City, MO 63045 ei oeuear n°ieJ lnForrmtbnosee ais ,job's gerner'al notpage Nltl these .eb sltea ��+fn , . , t SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bidg 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 DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, 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, ■x Refer to Enolneer's sealed truss desion drawino for oloovback and base truss soecificatlons. Detail A 1 Purlin Spacing = 24" o.c, or less 12 enas ana az e4 max o.c. spacing in ace cween. Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box malls (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 malls (0,128'x3') at 4' o.c, Attach purlln bracing to the flat top chord using a minimum of <2) 16d box malls (0.135'x3.5'). 4' I I \\ I I \\ ( I I // 1 1 24' o.c. max Full Top Chord Scab (Typical Each End) Chord Flat top chord purtins required at Depth both ends, purlln spacing) 24' o,c, Note- If purtins or sheathing are not specified on the flat top of the base truss, purtins must be Installed at 24' o.c. max. and use Detall A. t)+Mililjjjj waVARNWGIa READ Alm F1D111V ALL MITES ON TM DRAVINfd vvv� `v i9 wf9lq� -IWMTANTxe FU *GSH THIS WAVMG TD ALL arlTwTRts 1NLltMMG THE INSTALLERS '1/}) Trusses require extrene care In fabricating, handling, shipping, Installing and bracln Refer to and followthe latest edition of SCSI alusding Component Safety Infornatlon, by TPI and SBCA) for safety proctkas prior to performing these functlans. Installers chap provide temporaryy b-c ng per BCSI. Unless rested otherwise, top chord shall hove properly attod+ed structural cheatNng antl bottom chord shall hive n proPerly attached NgW ceWrig. Lacatlore shorn for pernnnent lateral res ,= of webs a rI �� (� ofhalt have nd peg installed per BCSI sections the J or BIe, os nppeknDly. Apply Plates to each Fnea _ IILII`� Q IIL1F='_, of trues and posnlon all shorn above and on the Joint getalls, unless noted otherrte / Refer to drorings 16OA-Z far st—d.rd plate posltwxss. Alp4re, a dlvlsion of ITV Bull Co Vonente Group Inc. shall not be responsible for anyy deviation fron +'(7 �Y']'q f. AN (iW�MPAW tNs drawing, any Fall—. to butt the truss In con ornance rhth ANSI/TPI 1, or for hnndUng, shlpplrg %'A, At r6 OF Installation L bracIN of trusses, A seat on this drarinp or cover page Usting this drawN,p, bukateB acceptance of professlenal Sit,efroirgaiacnayrYsgtrruecstpvonasPoIsAltthy esdrrHsypafnodrWtlthye odfestighne shonDhe cirAm/of ths drortng adnp .� 1 Sec2 VA, i 13389 Laiehonl Drive For more bifornation see this Earle City, MO 63045 Job' g eneral notesand then reb sites, ALPINE, rwralp6wltrr.4 .con) TPL rtpbor stgl SBG4 rrrsbcBitluctry,ofgl ICC, rrrlttcofoarg //1„ TIT 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 03 grade scab (1 side only at each end) attached with 2 rows of 10d box malls (0.128'x3'5 at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nulls (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following- (1) 3X8 Trulox plate attached with (8) 0.120'x1.375' malls, (4) Into cap TC L (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' nits. Note- Nulling thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methodsi Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' c.c. front to back faces. APA Rated Gusset B'x8'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 #2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails <0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Ploavback Plate One 28PB wave piggyback plate to each face @ 8' o.c. Attach {eeth to pigg back at time of fabrication, Attach to supportYing truss with (4) 0.120'xl,375' malls per face per ply. Piggyback plates may be staggered 4' o.c. front to back Faces. 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 ff CLR Reinf orcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement 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 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement or L-Reinforcement: Apply to either side of web narrow face. Attach with lOd (0.128'x3.0',min) nags at 6' c.c. Reinforcing member is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. . VARNINI!w. REAR Arm FOLLOW ALL NOTES ON THIS HRAVRiCi ee11PQtTANTn rL:&M TWS mrAWING TG ALL CQIIRACTIRS H CLLIBING TIE DWALLERS. Trusses requW extreme cara In fabriente,g, handling, shipping. InstaWng and bracwng. Refer to and follow the latest etstlon of HCSI CHNlrsng co went Safety rnformatton, by 11 and III for safety pract1ce9 prior to performing those functions. Installers shall provide temporary bradre per HCSL Unless noted otherwise, top chord shall have property attached structural sheatWng and bottom char q shall have a properly attached rigid ceRing. Locations shown for permanent lateral restraint of webs (7 �� T� shall have brodng Installed per HCSI sections 33, H7 r PLO, as applknble. Apply pintas to each face a 1 I I IJ 1� 1 f hues and position as shorn above and on the .blot Hetass, �mless noted otharNse. I IL=ILIr� ILT� Refer to drawings 16DA-Z far standard plate positions. AN fIWGOMPANY Mp6ie, n division of ITV HWtd1 Components Group lnc, shall not be responsible for an deviation frc tins drawing, any foRure to bull the truss in confornonce with ANSI/TPI 1, or for haralno, shipping, e+staUatton brad g of trusses. A seal on this drawig ar cover page UstL1g this drnswp. butcates acceptance of professional engheertq eresponsbNty sohelY for qx design shown The sWtablllty and roe of Ws dra-hV 133891.aMfront Drive fr any s�ruc Is the responslbilty aP the Bu0.d4g De�pner per ANSi/TPI ! Sec2 Earth City. MO 63045 Fr more information see this Job's general notes page and these web sites, ALPINE, wwwalpineitw.comi TPI- www.toinstorgi SHCA� w—sbeindusteyorm ICO www1ccsofeo119 T-Reinf. or L-Reinf. T-Reinf. L-Reinf, Scab Reinf. °vElr.lilJ,y�'' TC ILL PSF REF CLR Subst, TC DL PSF DATE 10/01/14 �A/g+� 2�N C DL PSF DRWG BRCLBSUB1014 � � 'BC ILL PSF „o ATE OF S'0T. LD, PSF DUR. FAC, \ SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for 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 spPecies as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support.any tie-in loads. s L L Typical ~ + O + 0 + O + O 0 + O + O + 0 + —I 2' F— Stagger + = Back Face 10d Box (0,128' x 3', min) Nallsl O = Front -Face 2x4 Member - Double Row Staggered 2x6 Member - Triole Row Staggered 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 14654t 1585# 2245# 2620# Web or Chord 2x4 e 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 1 4070# 4445# Web or Chord 2x6 5165# 5280# 1 6095# 6660# Nln nun L D stance B L L L Nail Spacing Detail `4�'°' 1�,�� >nDtMVARNDO" READ AND FTB.LDNO V ALL TES ON THIS DRAVD7(d WDR .wDTANTea FISH THIS DRAVING TOALL CDNRAC TT� DICLII➢ING THE INSTALLERS. �� ..... °✓ ^ A� r 1 P V E Ssf � ♦� REF MEMBER REPAIR DATE .10/01/14 Trusso. remgmW extreme h fabric.". handling, shipping, hstafti; and bracing Refer to and faro. the latest edition of BCS1 (Bu0.rene Component Safety Inforatlon, by TPI and SBCA) for safety to Installers temporary bract BCSL �� No, G DRWG REPCHRD1014 pprractlros prior perfornhg these functions shall provide g pm Winlessnoted otherwise, top chord shall hove properly attached structural sheathing antl bottom char shop have n propvrly attached r d c.atnp, Locotlons sham for pernanant lateral restraint of cabs Q 11 1 U to I I—_ I I`�IUr=' {Ifs shop have bracng b+stallad pvr B St sections B3, 117 or B10, as applicable. Apply plates to each face of truss and position as whom above and on the Joint Detalks, Mess noted otherwise. Refer to drosings 16DA-Z for standard plate positions. .10. TE OF q AN f1vVODMPANY Alpine, a division of 1TV Bonding Components Group Inc. shall not be responsible for my deviation from this d r-ft any fanure to "d the truss In eonfarmmce ." ANSUM 1, or far handing, sNpphg, y o e e installation L bracing of trusses. A sea on this drawing or cover page listing this dmoft. hco profassbrol mots epur of U � 'Axsh emYespoVm rWe of the M-1ho Designer per ANSIAR 1 Sea2 fespanalbWty B EaMCity, MO � vcontloTPiewer�tp4,%torgi SBM 'f yyyf/ff+I�\ SPACING 24,0" MAX ALPINE a(pbwl wnahc1mdustryy,0rtgielCO wwVJccecafvarg a STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TOTRIM ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER ❑R STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0. O.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUS XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' 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 LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑.C, MAX. SPACING AND 10PSF MAX, CEILING LOAD,, WITH THE EXCEPTIONS binTP-n ON THIS SHEET I USE THIS DETAIL FORI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') (2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), —VARNDG— KAB AND FGLL3IV ALL NGTES ON nos WAVING! oINPQtTANTea SMSIV TM BRAVita TO ALL CQ4TRACTMS INCiJIee4G THE DWALLERS. Trusses regWre extreme core In fobrkatkV handling, shippinp, instnl6np and brach0. Refer to and follow the latest BCSI GBufllsnp component Safety Infonnum by TP[ SSCA) for edlnom of and safety to these functions. Installers temporary braMg BCSL ppffQQctlns prior perfornlnp shall provide per UNes6 noted Otherwlb0, top chord shalt have properly attached structural 6)1at{lblg and bottom h. shall have a property attached Hold teeing. Locations shown For pernanent lateral restrnlnt of webs have bracng Instaged HIg, to each face �\11 �� I� II � d C shall J or n . applicable. ttessno d of plates per aloe sections andon the truss and p sltbn as corm above and too .bolt getole, untass noted other•Isa. u v Re Refer to drnwhps 160A-Z for standard plate positions. to AN ITWCOMPANY Alpine, a division of tTV Butding Components Group Inc shall trot be responsible far any devlhtbn for this drawft any F.Aur to bJld the truss h c Fornance elth ARTI/TPI 1, r Fr h ndW-g, sWPPL19, hstallatbn t bracing of trusty& A seal on this draeft or cover page llsthg Nis drawhp, indicates acceptance of professlmel engheering responsW7ky sdNy for the design shorn liar sJTa601ty oM use oP thisdrowtrq 1336g LakefMA10 ive for nrry sin+cture Is tFxt raspans64tty of the Duad.0 Boslgner per ANS[/IPI I Sae2. Earth City, MO 631145 For more InFarnatlon see this Job's general ..its page and these web sites, ALPINE, wew.Aiahtltecon, TPI, ett.toingtror SBCA, www.cbeindustrv.ra ICO wweJcesofearg EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 S ,�(�. 8NI3F1dS \\\\\( aq�,t A� { YtYY'¢ 'IN" lV NO if (, S.jn a�t�\�� f d0 31b 5/ �� % ^ �% v1 �' v% vS��./\ .� `.�/j ��'�.�` ,r O EUWo,4" �s gaa'paiateuaia o8o'adasa� u �otl�auaB a }sydi•a.. itdy FW0VMjWJAV%u ' 4i Pu }0 1 9N• SMi a,s wgowoeu� ,.,ou m Intl eupwp sT(} jalaldirlsNv +ad +auHRaH 64p[nH aYi jo Ri1Y sa+ sl am},na}s Rw Aj lauolss,jo.d jo ""°;W S i� 'M p cM aLqVgfl ia0bd Iws tl o�ddys 'eunpuvy -j uo 3933 a; ja e4,w u i Idl/ISNtl 43i. a,uawoduo, 9 9 0l}o1lo;sy oloNaP (w do a ul ss u} a4} P1lpi 0} llja� oMAF uea�P sMi 1 j igpuodssu •g ;ou 11oys out Mo.+� s;uauod eu opn p 4ditl � were nu jo , ,� a a •aslu•soRRoHd sau;q•ld aPs aPuo}s o3 Z-tl091 euWoup o a,9d ,aa a), soio 'sva6 34q847 4- Puo anoga w.o U041-d Pv f au;a( ddV •algatldd, o 101H jo LH 'E}aalvs4 6oq ""'ajasao sa. guod uso4s 7Xmaaio;A,_daano411•4s u;w pay,a;;o Ryedo.d eno4 11^4s p-w do} ',slaue�po pe;ou ssa1lUW�7 lSJB gad ug uodua} aP aoad nws 9Jal1a}SY] suq;vunj 89ay} 6UY 0}Jad Oi JOjd 9e]R,aJd jas �3 (VM Pw Ia Fg 'uq}wroiul Ri,j•S 4.u_. op 64plpeD ISJH jo _Mp. >saaal 64i •olWj Pua of xj,a 6y,o q Pm eumo}94'64ddl4s'OunP-4'&+Rasj+gad al a.n, aua43a ,4wa, sa3s u1 sa3rnlsw 3H1 WWrMI S1Al0MNM rn to DMVM snn HMMU =WM.LWM.. UMAVW SDU NO S31@7 'M AarW CM Htl33 ..@86N VAo 540E0 olY •14!0 44e3 enupryagavelOHCEt AN5>'dWO)/Y111 V 0 D � SZ T/ST I Oda 'dna H3 3Sd 04 Q330X3 ❑1 1❑N GVOI Qd❑HO d❑l 'ldl❑1 ti101t,xZHSH❑ DAN trT/TO/0T 31VC[ 'H'❑ HdOS bXZ 3321 "Y•en;444iy5H55\\�� • 'suol:�oauuoo Ilnm ao j o.,41ldn ssn.4nr, pa:.,aodaj o!� ('xnw) 4-dlldn #OTZ PPV 131❑N •saioads llo uo j pamolln aplo A6 4agwn) wnwiulw aL4 sl Z# 131❑N ,()K) molag a.4n6l j ul umogs a Aatim sllou Ano j jo s Aa:.snlo snld -D-o a8 4.n slllou (ulw '.O'Ex,821'0) xog pOT Li4-lm p,iotp do:. do aonj auo o:. gtios 6ueL4.A*ano L4:)'oI-I-V 'S,l)r6ual (D-unt,{.4ano a5.1;. sawlnr' aau5,ln pun u6lsap palnas s,,4aaul6u3 uo pa4.nu6lsap p,4oL4:) doh so salads pun apo A6 awlos 'gnos I,XZ wnwlulw '00'T = ;-Z>l ',4sd 0'9=-IQ 6B puim ' jsd Z't,=-lQ 61 pulm 00'1 = :-z)I ',4sd 0'9=-IQ 6g putm 'dsd 2-t,=-IQ 61 palm 'doo.J ul a AagmAun pa4.nool 11.6ti u•oaw �j 00'0E ',400.A ul a AaLjMAUn pa:�nool '4_5q u oaw 1-_4 00,0E 'Cl dX3 'pulm Lidw Ott -40 '6 dX3 'pulm t,ldw 09T OT-L 36Sd 6 dX3 'II ld3 'pulm I qdw Ozi SO-L 33Sd -lId1❑Q DNVH�J]A[l VX2 9d3S STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' -p• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0128'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 Detalls 1 and 2 O (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT . TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3> IOd COMMON (0.148'x3.0') NAILS are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- (0.148'x3') NAILS OR (4) 10d BOX/GUN /i28'x3.0') NAILS attachment methods O STRONGBACK BRIDGING ATTACHMENT STR13NGRACK BRIDGING SPACING REQUIREMENTS Llp to W None recitgred W to 20' l rot (at arrkr of W to W 2 roils (I at ead, U3 ) 30' to 40 3 rails (I at each 1/4 ) Over 4Q Sp= rats at W OL ZATrACH STRWGBACK TO BOTTOM CHORD WI (2) #10 - 3' SCREWS ALTERNATIVES ®1IARIDiGM READ AI® FMMN ALL DIES w TMS MRAWAMi ewDWITANTM n MS11 TMS DRAWM M ALL COWRAMM D:JJUM TIE =TALLFRS. Trusses reW" extrene care In faWcath8, handU+p, shipphp, instald bracho Refer to old fotW the latest edition of 3CS1 akdak,p Component Safety LtFareailan, by TP1 and SBCA) for safety pracelces prior to perFornhB these furx tlms. Installers shall provide tergwarryy 6radnp per BCSL Unless noted otherwise, top chord shall have property attached structural sheathing and bona+ . �� o shalt have o properly attached ceM1l ,s =atbns shown for halt npppterronaHnent lateral restraint of webs of truss and ahstaa and on the Joint Details, vdess noted .111 se. to each Face �o%I1>Awv Refer to draw 160A-Z for storrhrd plate positions. Alpha, a dviakn of LTV Building ConpmeMs Grap Im shall not be responslbte for wry deviation fre fiats drad p, any Foll—e to build tmhe truss In conforce Wth ANSUM 1, or for handeg, shy, M L338B l akefront Drive \ City. MD 63045 Installation b bradng of teases. A seal on this drashg or cover pa IlstY,D thbe droetp, hdcates araeptu ce of professkmd wr,gt � )g UW of this dm** I. -I.Zp ItY &&dhg a$ "WARY 94S /M I SSOMM FarB, sVVctUrer rr.e. wrs.e lnF.r..ntlnr. wew thh lah's general notes Galle and these web sit w ►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.' No -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 Indlvidual 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 loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback brldging and therefore is strongly recommended by Alpine. For additional Information regarding stro bridging, —refer- to-BCSI-(Building-C_omponer Safety Information), TC LL PSF REF STRONGBACK �,il)nn,r„a TC DL PSF DATE 10/01/14 a.�tse° BC DL PSF DRWG STRBRIBR1014 sA\ STATF oF BC LL PSF TOT, LD. PSF iwax al_55,30£15L81 aiD3Tse8@41aS,9 --- ---»" DUR. FAC. 1.00 SPACING al 20'4" 19'4" L 21'8" 18, L DO GO 00 •I L I o i, 18 Do MINVGTC "I'll" TRUSS I'll 1151HMUIE • U_ NN ___ ALL HANGERS Al✓E USP '.Dl.. 8'-8' ELEV. O HNS26 © 1HDH26-2 L-� © MSH422 ® 8'-8' Int Brg ® 15'-1 7/B' ELEV. RDTF TR `G` In" CRITERIA T.CLL 20 p.sf. nom "U" D"" I] "m TCLL 40 p.sf. T.CDL 7 pat LCDL 10 p,sf B.C.DL 10 D.sf. B.C.D.L 5 D.If, TOTAL 37 P•sf. TOTAL 55 P.sL DURATION FACTOR 1.25 OURATION FACM 1.00 TBAID STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WND SPEED 160 m.pl, 2" FOR PLUMBING IF NESSARY BIODR'G F C B1A 0 TYPE FLOOR TRUSS SPACING aDgD 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOT;2,,—RDs CHO PLUMB CUT OVERHANG � 6 \;I't — 0" 811 -� BRG NL. ` UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL BE HONORED. WARNING cnAV(DRIIL IR"A` IG a w AND/OR HYRMMaNT MMOTD m NO, THE RS�aV- StII— Or TC m OE"0% PIAIE MANPAVAM M iNDiS FA9OGTOA HO q ErffcmlD must Aia cAum m ro seal PROPQ9RIIL ADxa AE AND TttcDan iMACDIG vod s AAA0 P rraaea ro ff2Vaef T6 MAY Rt w SAID "`PU eTZCDOrA AND PFR1W4Tli BTAfmtO MOW MAY SC rH, N SPD@iD APg1U( 93: TAN FU MOD IINSYS OQYIEMARY Ala IdLbRCAADPB' (DCM-0Q iON nAmtl1 NitlbATY�. 11t1R`a 91AI1 WSTAUFD N A SIAAgR AM RlAO POOIWN, NO3 !IO —`OD` D s APRID DI3C1lY ro foP Arm/« B01ia awm4 1rDr atuL a aRADen AS xsm a ra Dlaw DesreA mU55I5 9WL GE RAAmED U!I rdwvAM[ CAtd WI✓DyD eSAtTUN ro PIMNi DAMA2 OR PER, IN-Y. NOTE R IS THE R6PONSISILITY OF TIE BUDDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FT1R TRUSSES TO SUPPORTING STRUCTURE PER REACRONS SNOYM ON TRUSS ENGD CI SPECIAL CON9MATICNS FOR MECHANICAL EQUIPMENT ANPLUMIGNO (AND lHe]R CONNECRONSj IN TRUSS SPAfE .Ur E DIAGRAMMED BY BURDER ON APlVED TRUSS LAYOUT PRIOR TO FABRICATION RESP PSIBuiITs UAOI¢7RUSTEDM N FArTU OE�Bm w WICA 1-1995 'DESIGN RESPON9BRTRES'. ACCORDINGLY. IT oSDIAlMS ANY RNSPONSIBUTIES AND/IXT UABDETY FOR THE CONSTRUCOGN BRACING OF TRUSSES GS, S MAN FA INCLUDING THE INSTALLATION AND BRACING OF 1RUSSES MANLTACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE VLIL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL NOOK. OVERHANGS' C13UNM EEC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WM TIOS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON 7WS PACE AND AGREE TO BE BOUND BY THEM. SIGNED TIRE DATE REMESTED TRUSS SHIPMENT DATE ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DMMY SMDME ) 2 I C V n � RANEY COMPONENTS, LLC^� �jboc�L N�gglvd. A� r .� Z 347 742g f� H2S21 CO RANEY POONNEN Dn tOreneycom pon ents.com O1 I�