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Home My WebLink AboutTRUSSRANEY COMPONENTS �Ea,ney 19900 Independence Blvd. Groveland, FI 34736 ponents, LLC one: (352)429-9429 ' (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS008 Printed: Mon, Oct 30 2017 01120 Inful-MMIU11 Address: EORName and License Numbea ,ustomerName. Creekside Lot 8 )R Horton 3130 Tidewater Cir aescdption: City, State, Zip: IEHB Hayden-2601 "D" OL OW Fort Pierce, FL Loadin9 Information• Root Loads: TC Live: TC Dead., BC Live., BC Dead: Floor Loads: TC Live. TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M MEN Pages or sheets covered by this seal from: 1 thru 56 Total 56 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A02 3 5 A05 6 A06 7 9 A09 10 A10 11 13 A13 14 B01GB 15 17 M2GB 18 M6G6 19 21 V2 22 V3 23 25 EJ7 26 EJ2 27 29 BJ5L 30 BJ3 31 33 CJ7 34 CJ2 35 37 EJ3L 38 13J11- 39 41 FT2 42 FT3 43 45 FT6 46 F77 47 49 FT10 50 FT11 51 53 FT14 54 FT15 55 MM 0 A03 4 A04 A07 8 A08 All 12 Al2 Bol 16 B02 M6 20 vi V4 24 v5 EJ2A 28 13J5 BJ3L 32 BJ1 L01 36 L02 CJ3L 40 FT1 FT4 44 FT5 FT8 48 FT9 FT12 52 Fri FT16 56 FT17 Digitally stoned by Manuel Martinez a n u e l :¢ DN: r_US, o=ldenTrust ACES Business } Representative, ou=M AND E ASSOCIATES ` f{''PA, cn=Manuel Martinez, ' �Y - fill �41,84CF8FE9600 02101F %f 1.1=A0109800000D in e Adobe Acrobat DC version:0 015.006.30352 40 015A38`FF 58 8180 SSW 48 00 99 2E85 FB ThIt I10mWas Lvm ai¢tllrtl,adaaatad by tabrmsr Wrktaec, P7<iff{..tf._C4724Zt a¢tthm s�atc>wh�:Ys�at Sea l��.s�gaSN�ri ._ azs3haridcatie,s..aaa. �`( � �mtrd caperaFir rn:cr�.tiY,edsot�tanv+�xa8 asn'4n� saalad M the V,,A l as ffi.-tkzt xxrs=da nvsi be vrAfi d on awyolul ank rWrlas. 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PFBMIiTTING St. Lucie Countl, FL File Copy Job Number: 136DCS008 Ply: 1 SEQN: 746847 / T10 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26 1 "D" OL O Qty: 2 FROM: AH DRW: Truss Label: A01 Wgt: 200.2 Ibs / ... 10/30/17 r 47 F 3 _ I 61 97 i 1'6"41 6N 4'14 3 4 +30'3 '8" 64"766'4"7 Fm5X6 1112X4E G 112X4 12 6 p (a) (a) iz�3X6 �3X6 D H 03X4C 143X4 b> (a) (a) m4X6/A2)B _=4X6(A2) s R P O N M L K 112X4 01-10308 =4X10 m4X10 t°1-10308 112X4 h1' 6'2"11 51 6'2"11 1, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 22.84 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psi 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading 2'2"13 V2°7 2'2°13 5'9"5 6'2"11 14'2"13 22'5"3 24'8" 3(15"5 36'8" ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Lldefl L/# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.159 G 999 240 B 1537 1704 / 855 / - / 395 / 5.5 NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 1666 / 786 / - / - / - )w Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.140 K B Min Big Width Req = 1.8 de / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = - g Code: FBC 2014 RES Max TC CSI: 0.592 Bearing B is a rigid surface. Std: 2007 Max BC CSI: 0.759 Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. to Type(s): A - B 27 0 F - G 1456 -2193 ME,HS VIEW Ver: 15.01.01.0402.19 B-C 1548-2797 G-H 1287 -2183 C - D 1244 - 2218 H -1 1261 - 2222 D - E 1270 -2179 I - J 1608 -2817 E - F 1452 - 2191 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2443 -1275 M - L 2461 -1322 P-0 2441 -1275 L-K 2461 -1322 O - N 2441 -1275 K - J 2464 -1322 N - M 1502 - 588 mW, Maximum Web Forces Per Ply (Ibs) 41 No 04,7182 lop Webs Tens.Comp. Webs Tens. Comp. r P - C 274 -10 F - M 967 - 650 C - N 470 -586 M - G 409 -381 .. *,WIV0.E - N 410 - 383 M -1 524 - 606 N-F 961 -647 I-K 278 14 S i .' ar -� "'y'"�.r3r , s�"1 •,� �., spa �ia�" '�. • �,�: Truss passes onecK iorzu psi acunionai outtom chord live load in areas with 42"-high x 24"-wide clearance. Hof s :1 jk Wind 01.5438 FF 5B 8180 8B 7F 48 00 9§2E 85 FB Member design based on both MWFRS and C&C. itemi�ge e� ekstc_�cs�radr*ttaartmcs fit. Lc.CRJ.2531 oa C 4'da8n si *4 A Wag a S:8$wl �9er,CkGt�¢9oiYfr_ ' trd crg3�dcS2hzsiia�i;xrtnai u7dmxd Vic; snd saaiact 6 thc.Ea �ant¢a".i.�co�c m4 .t Ciwtiltt3e�J cse a�eAeztimrk 1as. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO (4LL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral (estraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position) as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS008 Ply: 1 1 SEQN: 676093 / T29 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A02 Wgt: 235.2 Ibs .. / ... 10/30/17 6'4"7 T10 14'2"12 17' 19'8" 22'S"4 289"7 30'3" 36W 6'4"7 1'6" 6'4"3 2'94 2'8" 2'9"4 6'4"3 1'6" 647 O Be =5X6 012)(4 =3X6 =410 =3X4 =4X10 =3X6 012X4 1' 8'2"11 5'9"5 2'2"12 4'1"4 4'1"4 2'2"12 59"5 8'2"11 1' r 6'211 12' 142"1 18'4" 22'S"4 24'8° 30'5°5 36'8" Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 22.50 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.137 E 999 240 Lu: NA Cs: NA VERT(TL): 0.315 E 999 180 Snow Duration: NA HORZ(LL): 0.058 M - - HORZ(TL): 0.133 M Code / Mise Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.554 TPI Sid: 2007 Max BC CSI: 0.574 Rep Factors Used: Yes Max Web CSI: 0.969 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL 1W B 1447 1705 / 862 1- / 384 / 5.5 K 1447 1705 / 862 /- /- / 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 1498 -1972 B-C 1587 -2618 H-I 1311 -1961 C - D 1284 - 2000 I - J 1284 - 2000 D-E 1311 -1961 J-K 1587 -2618 E- F 1499 -1972 K- L 27 0 F - G 1156 -1455 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 2283 -1268 P - O 1452 -674 gt S - R 2280 -1268 O - N 2280 -1294 �� R�Q Q - P 2280-1268 1452 - 659 N-M M - K 2280 -1294 2283 -1294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 41 S-C 285 -11 P-G 221 -192 - = C - Q 467 -624 G - O 798 -630 i E - Q Q - F 421 - 380 798 - 630 O - H 0-1 421 -3B0 467 - 624 -.. t 1. 11 F - P 222 -193 J - M 285 -12 40015A38FF5B81BOBB7F4900992E&5FB This xdw21ndby rUa IMAtkinea,. ?E (et. Ue.047192! Ln the d2ft aMwo Aaza w"dng a SHAH attdsarbrat=e�2sesYa. i�3ntcdci¢xarefds d�irr�r"tara e�or cxdeead sra9:eaied =4 the .-- ia_'11=6'sa6mcele M ,t Ya*Ufed cn arryds�trark rarins. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVV TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporaryY bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Zefer 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 drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS008 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Truss Label: A03 6'4"8 6'4'8 12 6 p M c 03; a0 oo3X4- -4XEiA ) B R 912X4 L7' 6'2.'12 f 6'2"12 1 Loading Criteria (psi) 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 Des Ld: 37.00 EXP: C Mean Height: 22.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffrt: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. 849 / T16 /HIPS "D" OL O I City: 1 3.8 Ibs I FROM: AH I DRW; 12 L 17' L 19'8" i 225"4 28'9"7 i 30'3"(i 36'8" 3 f 2'9°4 F 2'8" 1 2'9"4 6'4_a r 1'6"T 64"8 =5X6 F=G " G 192X4 ZtU6 \ I J�43X4 10/30/17 =4X6 =4X10 aW � X10 m X6 1112X4 22"12 4'1"4 41"4 2'2"12 59"4 62"12 14'2"1 18'4" 22'5"4 24'8° 30'5"4 36'8" 3w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 / 706 1862 1- / 368 / 5.5 NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 / 793 /- /- / - tw Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS HORZ(TL): 0.134 L - - B Min Big Width Req = 1.7 4e / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = - g Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. Std: 2007 Max BC CSI: 0.574 3 Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp, Chords Tens. Comp. to Type(s): A - B 27 0 F - G 1168 -1469 VE VIEW Ver: 15.01.01.0402.19 B - C 1589 -2622 G - H 1502 -1976 C - D 1288 - 2004 H -1 1330 -1967 D - E 1314 -1965 1- J 1304 - 2006 E - F 1511 -1975 J - K 1649 - 2640 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2286 -1328 O - N 1456 - 702 R-Q 2283-1328 N-M 2302 -1358 Q - P 2283 -1328 M - L 2302 -1358 P-O 1456 -710 L-K 2306 -1358 'v Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' R-C 285' -11 O-G 221 -193 a - C - P 466 - 623 G - N 800 - 632 ' E - P 421 - 379 N - H 419 - 377 P - F 798 - 630 N - J 521 - 642 *. X`r F - O 224 -194 J - L 289 -15 4 015A3EFF55818007F4900992E35FB rf, IterssR;aka¢¢nakclrratra�yxi�nedsr,9sealndLyMarue7wtarttrcrz> PE (FL. tt..a<iTzaxj an titedau: shcrna atxiwm sr.ng a SstA 1 '- ¢ntSsaY,susrodc, tad co inaltfbdo-�r-=A ara not cmildwed Vwd sad:meied aua t!�iiFA-lh¢nt7ca7 zale rf'tUvadfid.� D=fd¢atrmnk 1 litx. "'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, handlingshippingf installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ojherw!se,top chord shall have, properly attached structural sheathing and bottom chord shall have a progpefly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610. as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc, shall, not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIlfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing 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. Job Number: 136DCS008 Ply: 1 SEQN: 746850 / T8 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A04 Wgt: 219.8 Ibs .. / ... 10/30/17 e'4"8 7'10"9 14'2"12 11 21'8" - "4 28'9"8 �.3�0'3."�. 36'8" r 6'4"8 +1'6"1 B'4"3 �9 6'8" 9" 6'4"3 1'6" 6'48 85X6 1112)(4 =3X6 M3X8 E�3X4 e°3X8 =3X6 192X4 1' 8'2"12 5'9"4 2'2"12 4'1"4 4'1"4 2'2"12 5'9"4 6' 2 1' 6'2"12 12' 14'2"1 18'4" 22'A 24'8" 30'5"4 346" Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.00 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 -P' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,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: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Def11CS1 Criteria PP Deflection in foe Udefi U# 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 I /Rw /Rh /RL /W B 1447 1707 1868 / - / 344 / 5.5 K 1447 / 707 / 868 / - / - / 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 -19M C - D 1318 - 2002 I - J 1317 - 2002 D - E 1344 -1963 J - K 1614 - 2617 E- F 1553 -1960 K- L 27 0 F - G 1262 -1635 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2282 -1303 P - O 1626 -837 S - R 2278 -1303 O - N 2278 -1335 R - Q 2278 -1303 N - M 2278 -1335 Q - P 1626 - 810 M - K 22fQ -1335 • `ems' 1Vft Maximum Web Forces Per Ply (Ibs) No 00 Webs Tens.Comp. Webs Tens. Comp. A, S-C 284 -10 P-G 203 -173 C - Q 461 - 619 G - O 732 - 652 . f Au E - Q Q F 468 - 348 732 - 652 O - H 0-1 469 460 - 348 - 619 zit - F-P 203 -173 J-M 284 -12 40 015A3E FF 55 81. B0 89 7F 48 CO 99 2E 85 FB , Ulkorts Hwas &eenaktYaeaz ys ad azdualcd by Maaupl Martin",'x k (R. tk.rA71Vj or th&daw st owa kw a w" ng a SH&R. =fficre=&Aminds. Fraat cspins:ddusd+x-csxtrAmareaca^saa7d'credsip4d zu!saz hd =ttkevwl wae.dmfknv2demust$xmifiedanmwdectre&_ Capin. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Appiy pales 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 any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS008 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: A05 6'4"7 6'4"7 12 6 b 0� ===4X6A ) 8 3� R 012X4 6'2"11 5'! 6'2"l1 1. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 22.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2M) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing, (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. "D" OL O I Qty. t '218.4 Ibs I FROM: AH 851 1 T151 HIPS I DRW Wgt '12 15' 21'8" 2'5"13 28'g"8 30'4" 36'8" 3 9" 6'8' '1 11 1T1 63"6 _-5X6 F 102X4 03X6 I �J�3X4 10/30/17 c Q P O N M L a3X6 =3X8 =3X4 !03X8 =3X6 102X4 22"12 4'1"4 4'1°13 2'2°3 5'10"6 6'1"10 14'2"1 18'4" 22'5°13 24'8" 30'6"6 36'8" ow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.134 H 999 240 B 1449 / 708 / 868 / - / 328 / 5.5 NA Cs: NA VERT(TL): 0,312 H 999 180 K 1385 / 670 1799 / - /- / - 1w Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS HORZ(TL): 0.136 L - - B Min Brg Width Req = 1.7 de / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = - g Code: FBC 2014 RES Max TC CSI: 0.571 Bearing B is a rigid surface. Std: 2007 Max BC CSI: 0.582 3 Factors Used: Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply (Ibs) RTt20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. to Type(s): A - B 27 0 F - G 1275 -1639 ME VIEW Ver: 15.01.01.0402.19 B - C 1626 -2621 G - H 1558 -1971 C - D 1330 -2006 H -1 1360 -1972 D - E 1356 -1967 1- J 1334 - 2013 E - F 1565 -1964 J - K 1676 - 2645 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B - R 2285 -1370 O - N 1631 - 865 R - Q 2282 -1370 N - M 2307 -1384 1 Q- P 2282 -1370 M- L 2307 -1384 P-O 1630 -873 L-K 2310 -1384 ' +' ,tee Maximum Web Forces Per Ply (Ibs) s - No ' Webs Tens.Comp. Webs Tens. Comp. a " : R - C 284 -10 O - G 204 -173 C - P 460 - 619 G - N 737 - 652 a *e E - P 468 - 348 N - H 467 - 350 -r�, E OF P - F 731 - 652 N - J 513 - 638 F-O 205 -173 J-L 287 -13 015A38 FF 55 81 BO BO 71` 4800 99 2E85 FB �Pa¢ its¢.5a�k�Ph¢nGcrai*�tuda rnrrst�awif�! eat amlyde�a¢niz tlas: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herMse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral ;restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�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 shippingg, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional 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. Job Number: 136DCS008 Ply: 1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OL OW. /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: AH DRW. Truss Label: A06 Wgt 201.6 Ibs .. / ... 10/30/17 6'4"9 13' 18'4" 23'8" 30'3"; 6'4"9 + -i" 54" I 5'4" i 67`7 1112X4 6X4 =4X6m3X4 m3X8 m3X4=4X6 112X4 6'4"9 r1' 6'2"13 3 1' 5'4" 5'4" 1' 5'9"3 6'2"13 1� 6'2"13 12' 13 18'4" 23'8" 24' "' 30'S"3 368" 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: 21.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C. a �i r 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): 0,138 E 999 240 B 1447 / 709 / 868 ! - / 303 / 5.5 Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 /709 1868 /- /- 16.5 Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS HORZ(TL): 0.134 J - - B Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.488 Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 0 E - F 1430 -1924 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1634 -2597 F - G 1406 -2072 C - D 1406 -2072 G - H 1634 -2597 D - E 1430 -1924 H -1 27 0 No 7 aw. A ir a a *.�� 40 015A38 FF 55 81B0 65 W 49 00 99 2E 85 FS shktte,,hubeanalaaran *Aped-aa6teatodbyMa=tlMartinez, 1£ M. U,:.GII7.1221 on the date awwn atom L-Ag a 9Nwl av4tieni�atveada. ?hated4 aftfda dWLr=A M not CWAIIiWed Sgntd and tcai®d and ti .s master Gaa;&usCxde snot Ga *Mffw Ma TdectforA- alias. 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 quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarrvy - BCSI. Unless noted olherwfse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceil!nq. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or B10, i e. ADD v Ofates to each face of truss and Dosition as shown above and on the Joinf Details. unless noted otherwise. (Refer to any its drawing,any failure to build the on this drawing or cover page L design shown. The suitability Job Number: 136DCS008 IPly: 1 SEQN: 746853 ! T14 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A07 I Wgt: 201.6 lbs .. / ... 10/30/17 6'4"9 6'4'9 12 6 13' 18'4" 238" 30'3"7 3.6 677 + 5'4" i 5'4" } 67"7 64"9 H12X4 Oa5 8 E m5 F c' �t3X4 n fn 7�� H=4X6(A2) 13 v n O N M L K J I 012X4 =4X6a3X4 siM m3X4=4X6 1112X4 W' 6'2"13 5'9"3 1' 5'4" 5'4" 1' 5'9"3 6'2"13 6'2"13 12' 13' 18'4" 23'8" 24' " 30'5"3 36'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt: NA Ce: NA VERT(LL): 0.137 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 / - /- / - Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.058 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 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 Req = - TCDL: 4.2 psf a rigid surface. Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TrI Std: 2007 Max BC CSI: 0.489 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FjflRT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I A - B 27 0 E - F 1446 -1929 Wind Duration: 1.60 1 AVE VIEW Ver: 16.01.01.0402.19 B - C 1645 -2601 F - G 1419 -2079 Lumber C - D 1418 -2076 G - H 1672 -2619 Value Set: 13B (Effective 6/112013) D - E 1446 -1929 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 "'I 3B" uses design values B - O 2263 -1385 L - K 1783 -1000 approved 1/30/2013 by ALSC O - N 2260 -1386 K - J 2280 -1391 # N - M 2260 -1386 J - 1 2280 -1391 Wind �� M - L 1780 -1006 I - H 2283 -1391 Member design based on both MWFRS and C&C. �" uy Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. .o .�mo Win O-C 252 -10 L-F 265 -192 e C - M 421 - 532 F - K 428 - 200 40 D - M 424 -194 K - G 446 - 651 ere D - L 268 -194 G - I 256 -15 STATE E-L 235 -270 OF ow 40 015A 38 FF 53 8180 313 7€48 00 99 2E95 FB s9plt lE¢tnirastaccn mlc zlgicd andasalad by Lumel Martin", FE(R. UCX471821"the darts shawa abam Was a53wl. oc6entxazznzcd9- 4dcv;r1asv1t}dmdara t notched nedmd=6d atd tln.S�h? av�enYm",'.arsc�ie m�t.6a arci3fs;dcaca�yrelcctma� las **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TOIALL 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 anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ditherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id 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 positiorj as shown above and on the Joint -Details, unless noted otherwise. kefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin�tLLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing or cover page_ listing this drawing indicates acceptance of professions 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. Job Number: 136DCS008 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 / ... 10/30/17 6'4"9 11' 18'4" 25'8" 30'37 36'8" r 64"9 47"7 T4" 'f T4" } 47 7 674 9 1112X4 D=5 E M5X F 12 6 go3X4C G 3X4 0 to 1 m3X6rA1)B H=3 3i A P O N M L K J 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 " 112X4 =3X4=4X6 a3X8 =4X6=3X4 1112X4 6713 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6'2"13 1 6'2"13 N.12' 18'4" 24'8" 25' " 30'5"3 36'8" Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.156 E 999 240 VERT(TL): 0.360 E 999 180 HORZ(LL): 0.057 J - - HORZ(TL): 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: 15.01.01.0402.19 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL !W B 1447 1712 1861 / - / 263 15.5 H 1447 1712 /861 !- /- /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 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-I 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 g e' it � q""I No 047102 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 STATE OF e � D-O D-M E - M 399 -192 490 -341 378 - 439 F-K 399 -191 G-J 191 -14 40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB ThIR Item hm iae ciceeea�ed-5scaled by riSo�lMartin", 5'E ('L. UcX47192.jenMadate,ah6'wia t Aigaszici"a "Ordradics md& ftbtcd copluefcii., den-mmeraza gotcowemcii sgnedand cnaled mbmrzt bxvadfbef on s Vdeciranlz caplus., "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin 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, 6e. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'UPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rP11 Sec.2. :A www.sbcindustry.com; ICC: www.iccsafe Job Number: 136DCS008 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: A09 6'4"9 6-4"9 12 6 B Ply: 1 I SEQN: 676125 / T13 / HIPS ayden-26 i 1 "D" OL O Qty: 1 FROM: AH DRW. Wgt:193.2lbs / ... 11' 18'4" 25'8" 30'3"7 36'8" 4'7"7 T4" 7'4" 457"7 6'4'S 912X4 Din E E95XQF C' i43X4 O �N M L K J I 1X4023X4 ®4X6 m3X8 a4X6 m3X4 102X4 L1' 13 4'9"3 1' 6'4" 6'4" 1' 493 6'2"1: I' 6'2"13 11' I 12' 18'4" 24'8" 25' " 30'5"3 36'8" 10/30/17 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pfrr NA Ce: NA VERT(LL): 0.155 E 999 240 B 1449 / 713 / 861 / - / 247 15.5 BOLL: 0.00 Enclosure: Closed LU: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 / 674 / 792 / - /- / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.133 1 - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.00 ft C de / Mi.. Criteria Creep Factor: 1.5 H Min Br Width Re 9 q Soffit: 2.00 TCDL: 4.0 psf gCDL: 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: 2007 Max BC CSI: 0.568 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.532 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 27 0 E - F 1673 -2319 Wind Duration: 1.60 1 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 1654 -2573 F - G 1519 -2213 Lumber C - D 1520 -2207 G - H 1669 -2592 D - E 1673 -2319 Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP Al Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - O 2233 -1397 L - K 1929 -1120 approved 1/30/2013 by ALSC O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J -1 2251 -1393 Wind M - L 1925 -1125 1 - H 2253 -1393 Member design based on both MWFRS and C&C. „ yeraa�J Maximum Web Forces Per Ply (Ibs) 1° Webs Tens.Comp. Webs Tens. Comp. rar o . * O - C 191 -12 L - F 488 - 334 C - N 318 - 370 J - G 331 - 389 vw D - N 399 -191 F - J 403 -197 D - L 493 - 343 G -1 196 -19 STATE . E - L 379 - 439 dz 4I001SA38 EF5381 BOB07:F 4800992E85'FB 4^ ttereAasbcate _ *ped and tr_aledby maum Martfnc:; (FL, Lk.rAmajtmL'.aad alkawitsa6avat w.�gn StF#1 'th¢ntscai3sacaada £rI'w dC.PImsrthk dor=tara not asrniibsad sknadani scaled ana itc Sr:A,s arrA''tenssa93mcccda eaust bs -redraad rsca�dactrorsk maids: "'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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, b TPI an7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling Locations shown for permanent lateral) restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingpComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shippjng, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professlona7t engineering responsibility solely for the design shown. The suitability and use of this diaw!ng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 676087 / T2 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAH DRW. Truss Label: A10 WgtL 201.6 Ibs / ... 10/30/17 I 6'2"12 + 9' + 15'2"2 1 18'4" I 21'4"2 1 27'8" 30'S"4 1' 36'8" 6'2'12 2'9"4 6'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6'2"12 fi 0 =3X6 � t 05X8 012X4 la3X6 =3X4 2-�5X8 D E F G H =OA4 IIILA4 =4AU =OAO =.]A4 =4A0 [R- =JAY 1' 64"8 2'9"4 2'10"4 3'2"2 8'S"8 3'0"6 2'10"4 2'9"4 8'4"8 6.4"8 9'!'1 12' 15'2"2 21'7"10 24'8" 27'6"4 _ 30'3"8 36'8" 2' 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: 20.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. T Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1445 1774 1850 1- / 247 15.5 Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 1817 / 919 / - / - / 5.5 Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS HORZ(TL): 0.139 L - - B Min Brg Width Req = 1.7 Code I Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.526 Rep Factors Used: Yes Max Web CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 F - G 1858 -2698 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 1638 -255B G - H 1849 -2678 C - D 1755 - 2499 H - 1 1737 - 2464 D - E 1858 -2698 I - J 1627 - 2531 E- F 185E -2698 J- K 52 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp B - S 2219 -1262 O - N 2039 -1158 S - R 2045 -1120 N - M 2039 -115B R - Q 2048 -1121 M - L 2036 -1157 Q-P 2048 -1121 L-J 2191 -1310 P - O 2700 -1558 "r" No Maximum Web Forces Per Ply (Ibs) m Webs Tens.Comp. Webs Tens. Comp. * C-S 275 -214 G-O 319 -357 S - D 320 - 304 O - H 799 - 534 # STATE OF a D-R D P 175 -16 807 532 M-H H L 171 284 -31 270 - - - - u` E - P 308 - 350 L - I 258 -195 P-G 92 -84 40 01 5A 38 FF 55 81 BD 89 7F 48 00 99 2E 85 FB A$vigfnd �s4 salad �` ls7a¢z+aa9 Eriatiffite3: aseshawa a6Ee�a u^-inoasmx4l �tlsenera�es�c rmtnd copla oftfJsiwunc a= not crntldmd zs"gnad=ils=bd anC Si�.�n:Rr3aes+�at#caa«afemnsf tua an:+if��amya@ectrnnb ffiy1ns. **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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Cid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, . AppQv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. )tefer to a division of ri PI 1, or tor nanaimW snipping, installauor acceptance of pro essionat engmeerti any structure is the responsibility of the its drawing,any failure to build the on this drawing or cover page te design shown. The suitability more Job Number: 136DCS008 I I Ply: 1 I SEQN: 631761 / T3 / HIPS ' I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: Al Wgt: 198.8 Ibs / .. 10/30/17 24'0"12 T9° T3°12 45°4 4712 e5X8 =3X4 D E ,2 T 6 02MC (a} v 33 =4X(,A2) B O N M m5X6 H3X6 a3X4 9' 3'8" 3'9"8 T7"4 16'5°8 24'0"12 9' 12'9" 336'8" i F TkF 5' =5X6 F ®5, G T >(a) >tHN04(R) T 7 v N 1 L K- J IIIZAb I a4X10 a4X4 6'11"4 5' 31'8" wit" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.185 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 / - /- I - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.051 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.118 1 - B Min Brg Width Req = 1.7 Mean Height: 20.51 ft 1 Min Br Width Re NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5 9 q TCDL: 4.psf B Soffit: 2.00 BCDL: 5.0 psf g ld Code: FBC 2014 RES Max TC CSI: 0.635 Bearing B is a rigid surface. � Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.651 MWFRS Parallel Dist: D to h/2 Spacing: 24.0 " C&C Dist a: 3.67 It �ep Factors Used: Yes Max Web CSI: 0.950 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 27 0 E - F 1806 -2572 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.19 B - C 1719 -2594 F - G 1807 -2572 Lumber C - D 1602 -2378 G - H 1079 -1579 D - E 1946 -2795 Value Set: 13B (Effective 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 "l3B" uses design values B - O 2265 -1558 L - K 1370 -8B4 approved 1/30/2013 by ALSC O - N 2092 -1349 K - J 1370 - 884 Bracing M-ML 281313-1 gg J-I 10 -12 (a) Continuous lateral restraint equally spaced on � �MAP, member. Or 1x4 "T" reinforcement. 80% length of *' GE �'• �p web member. Same species & SRB grade or better, tip- Maximum Web Forces Per Ply (Ibs)Webs Tens.Comp. Webs Tens. Coin attached with 8d Box or Gun (0.113"x2.5",min.)nails �� ' p' p' @6"oc C-O 240 -198 F-L 353 415 rwo D-O 371 -117 L-G 1401 -884 Plating Notes D - M 823 - 536 G - J 349 - 415 (••) 1 plate(s) require special positioning. Refer to M - E 312 -281 J - H 1469 -942 scaled plate plot details for special positioning E - L 190 -283 H - 1 954 -1345 requirements. x• Tray Scab(s) ° (1) 2x4x0-3-11 x SP 93 scab at right end. Attachscab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st $ panel point: (0). SERIAL Hangers / Ties 40 015A38 FF 5B 8180 BB 7jF 48 00 99 2E 85 FB (J) Hanger Support Required, by others tslserlur� �I�z%ronrc�&gcalualcd�yrsaesrrilns jEL, u4:.ttarssYl as�1,�as3eowa a9sxs u^.3Zig a SH,€.n1 Wind sarhearrastcasG Member design based on both MWFRS and C&C.tedcrfsdfficmme orcods�is dale Right end vertical not exposed to wind pressure. atasydatrartk �ylos. "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 ,omponen Safety Information, by TPI and SBCA) ty safety, practices prior to performing these functions. Installers shall provide temporary )racing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 3s applicable. Apply plates to each face of truss and post as shown above and on the Join Details, unless noted otherwise. 12efer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the russ in conformance with ANSI PI 1, or for handling shipping, ing, installation and bracing of trusses.A seal on this drawing or cover page isting this drawing indicates acceptance of proVessionaengineering responsibility solely for the design shown. The suitability rnd use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS008 Ply: 2 SEQN: 676103 / T36 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: Alt Wgt: 217.0 Ibs .. / ... 10/30/17 7' T 12'10"10 5'10"10 18'4" + 23'9"6 } 298" } 36W 5'5"6 5'5"6 5'10"10 T m3X4 m5X6 m3X4 m5X8 r1 7'1"12 + 4'10"4 7" 5'8°14 5'8"14 J7" 4'10"4 7'1"12 7'1"12 12' 2'/"2 18'4" 24'0"14 4 " 29'6"4"4 368" 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/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.276 E_ 999 240 B 2893 / 1503 / - I - 1- 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 H 2942 / 1567 / - / - / - 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS EXP: C Des HORZ L 0.137 C - - �) B Min Br Width Re 1.7 g q CLLd: 0.000 Mean Height: 19.75 ft NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 1.5 H Min Big Width Req = 1.7 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.556 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0,509 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: No Max Web CSI: 0.496 Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 13 -11 E - F 2067 -4048 Wind Duration:1.60 WAVE VIEW Ver: 16.01.01 B.0614.20 B-C 1497-2896 F-G 1873 -3670 Lumber C - D 1877 - 3672 G - H 1485 -2887 D - E 2067 - 4048 H - 1 23 - 24 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - P 2559 -1311 M - L 3717 -1908 approved 1/30/2013 by ALSC P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1314 K - J 2563 -1302 Nailnote N - M 3719 -1911 J - H 2550 -1299 Nail Schedule:0.128"x3", min. nails ° Top Chord: 1 Row @12.00". o.c. ,y Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c. Webs 1 Row 4" ex vo" Webs Tens.Comp. Webs Tens. Comp. : @ o.c. Use equal spacing between rows and stagger nails �+ C - P 333 - 76 M - F 393 -189 in each row to avoid splitting. '- C - N 1293 -662 F - L 416 -565 Loading N - D 413 - 562 L - G 1301 - 672 #1 hip 7-0-0 asoE D - M 390 -185 J - G 327 -67 supports jacks with no webs. - M 269 - 304 ` STATE O Wind. Wind loads and reactions based on MWFRS. � tn�_" 40 015AS8 FF 5B 8180 BB7F48 00 99 2E 85 FB TJ"h Itemm hus Broerasekatxiz esii ned'msd acarcd by fS mml Martino, "MVL. Lk. 94702t on thadAe aturwn a e.='Mga sst&-3, ae:�entfCa�i rzadc_ mrotedccp1asa!ttdseirv�Awecat usni6rediiq cmdmind an6 the authent4atess "arnr fbe 4=ifw Mazydedrank ez-y: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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI andSBCA) rc safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olhenrvise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp insalled per BCSI sections 63, B7 or 610, as applicable. Apply ptales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with 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 pr ) essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this JoVs general notes page and these web sties: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com; ICC: www1ccsafe.orq Job Number: 136DCS008 IPly: 2 1 SEQN: 631765 / T23 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: A13 Wgt: 219.8 Ibs .. / ... 10/30/17 T 13'1010 '4" 2 69"6 6'S"6 6'5"6 T 6'10 =3X4 =5X6 =4X4 12 C-5 8 D E F T 6 p T 0 1 3M =3XA(_, P O N M L K 912X4 =4X6=4X6 m3X10 sa5X6 sa4X10 7'1"12 56"4 11" 6'8"14 4'4" 26"6 7'1"12 12'8" 3' '2 20'4" 248" 2T2°6 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 Des Ld: 37.00 EXP: C 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: 3.67 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SPAI Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at -1.00 to 56 pif at 7.00 TC- From 28 plf at 7.00 to 28 plf at 33.67 TC- From 28 pif at 33.67 to 28 pif at 36.67 BC- From 4 pif at -1.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 7.03 BC- From 10 pif at 7.03 to 10 pif at 36.67 TC- 339 Ib Cone- Load at 7.03 TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06 BC- 538 lb Conc. Load at 7.03 BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06 33'8" 36'8" 6'10"10 3' �Z5X74 G 6'5"10 33'8" T H 4X6 T M v v N J 1 =4X6 1113X10 3' Dw Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Udell L/# LOG R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.351 E 999 240 B 3380 / 2077 / - I- 1- 15.5 NA Cs: NA VERT(TL): 0.761 E 583 180 1 3387 / 2121 / - /- /- / - )w Duration: NA HORZ(LL): -0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.159 C - - B Min Brg Width Req = 2.0 de / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = - g Code: FBC 2014 RES Max TC CSI: 0.953 Bearing B is a rigid surface. Sid: 2007 Max BC CSI: 0.653 Factors Used: No Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ to Type(s): A - B 13 -11 E - F 2894 -4636 YE VIEW Ver: 16.01.01B.0614.19 B - C 2134 -3445 F - G 2268 -3628 ingers / Ties C - D 2766 -4444 G - H 1030 -1641 D - E 2894 -4636 ) Hanger Support Required, by others ind Maximum Bot Chord Forces Per Ply (Ibs) ind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp_ ght end vertical not exposed to wind pressure. B - P 3050 -1881 M - L 3703 -2325 P - O 3067 -1885 L - K 3703 - 2325 O-N W67-1885 K-J 1461 -915 , N- M 4484 -2802 J- 1 3 -2 . � r�W., Maximum Web Forces Per Ply (Ibs) WO 4;W 44 :sew�4 Webs Tens.Comp. Webs Tens. Comp. :Ir No 047162 C - P 392 - 89 P- K 693 - 901 C - N 1556 - 995 K - G 2447 -1527 N - D 435 -477 G - J 557 -725 D-M 173 -105 J-H 1741 -1090 - TAT i E - M 333 - 344 H - 1 M F 1060 646 1068 -1698 - - SEPIAL t 40 01 5A 38 FF 50 81 BO 813 7F 49 00 99.2E 85 FB hh Iteml"X19aca1adby 3.Sasazc4 Htarctnc (n. lic.0471921 en t3ra daffidlt6wtnaExc umiaka 5Hta2 at�ienr�catiesaszadr. vbtcd cvpi"Of tlia d xece" =. notcm-'s#dzsed sf6ticdar d sealed aid theT iAaa wtrmtk�auadernut b,vadfiod maayclectrani. '*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 and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attachurigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more Information see this iob's general notes oaae and these web sftes: ALPINE: www.aloinedw.com: TPI: www.tninst.onr SBCA' www.sbcindusW.com: ]CC: www.iccsafe.org Lim Job Number: 136DCS008 Ply: 1 1 SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAI DRW: Truss Label: B01GB I Wgt: 64.4 Ibs .. / ... 10/30/17 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: II Des Ld: 37.00 EXP: C 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 41 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 7' 7' ITYP1 E=4X4 14' 7' M L K J 1 14' -t 14' _I 14' Snow Criteria (Pg,Pf in PSF) DeflfCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF 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): -0.003 1 999 240 H* 80 147 / 40 /- / 11 1168 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 -W Plate Type(s): C - D 177 -52 G - H 88 -107 WAVE VIEW Ver: 16.01.01 B.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 1- H 133 - 59 0 40 01 SA 38 FF 55 81 8Lt $B 7F48 00 99 2E 85 F6 b"rits lteritvss L+cueekclt�s' nedaadscaledtry rlta _ Marhb", �&.(FL, t4e.C3T3i32:t c:.n �mm caffi sttawmatxs�m+�ng a SHA-i authenGcn'ti�ar�9e- Fib"d srgt=cftfuh dSxGca.'srd M got &'cd SVU,a=r seated and ttc i:: a 4henGc�t�rcz�7e e^n�r bsanr3fiGfrai asyrdectmrfc r�los. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp- C - M 232 -129 J - F 305 -115 D-L 310 -119 1-G 329 -142 E-K 13 -75 —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 Componenf Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro My attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 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. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrI 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 ppro essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the 8uiiding Designer per ANSI/TPI 1 Sec.2. Fnr mnre infnnnafinn see this inh's nenaral nntes nane and these weh sites- ALPWP w+eiw_alninedw_cam, TPI• www_tninstcm, SBCk www_sbcindustm-com- [CC, wwwImsafe.ora Job Number: 136DCS008 I Ply: 1 1 SEQN: 6760501 T26 / SPEC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH8 Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B01 I Wgt: 105.0 Ibs .. / ... 10/30/17 T 12' 15'10" 19'8" 21'6" T I 5 r 3'10" I 310" 2' C=4X4 T 12 F-,;- I 6 o -_5X10(SRS) 1112X4 ih D E =6X8 F n =3X4(A1)B G=3X4(A1) a� A H L K J 1 1 JX6 1112X4 =6X8 1112X4 1, 71"12 5 A 3'8"4 3'84 21"12 T1"12 I 12'1"12 15'10" 19'6"4 218" I- 1, -1 Loading Criteria (psf) Wind Criteria Show Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pp:NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lee R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 / 550 / - ! - / - 16.5 BOLL: 0.00 Enclosure: Closed LL: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 / - / - ! - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.191 C - - B Min Brg Width Req = 1.5 Mean Height: 20.01 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 G Min Br 9 Width Re q = 1.5 TCDL: 4.2 psf Sld Code: FBC 2014 RES Max TC CSI: 0.406 Bearings B & G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf g Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.841 i Spacing: 24.0 " C&C Dist a: 3.00 ft Pep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft PT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 - 3264 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 840 -1361 F - G 928 -1584 Lumber hfray Scab(s) C - D 824 -1363 G - H 27 -25 Value Set: 13B (Effective 6/1/2013) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach D - E 1914 -3264 Top chord 2x4 SP #1 (scab to face of chord with: Nails @ 8" oc, plus Bot chord 2x4 SP #1 additional nail clusters at: BRG_: (0), heel: (0), 1st Maximum Bet Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 panel point: (0). Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - L 1149 -681 J - I 1389 -798 approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802 Bracing 4° K-J 4010 -2361 (a) Continuous lateral restraint equally spaced on y e Maximum Web Forces Per Ply (Ibs) member. Or 1x4'T" reinforcement. 80% length of�° Webs Tens.Comp. Webs Tens. Comp. web member. Same species & SRB grade or better, q� attached with 8d Box or Gun (0.113"x2.5",min.)nails C - L 788 - 332 E - J 194 -196 @ 6" oc. 0 047102.L - D 1716 -2890 J - F 1944 -1157 . D-K 121 0 I-F 104 0 Special Loads D - J 463 - 774 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 pif at 7.00 - TC- From 56 If at 7.00 to 56 If at 12.00 W � TC- From 56 plf at 12.00 to 56 pif at 15.60 4 � " TC- From 28 plf at 15.60 to 28 plf at 19.67 TC- From 56 pif at 19.67 to 56 pif at 22.67 BC- From 4 pif at -1.00 to 4 pif at 0.00 "vm BC- From 20 pif at 0.00 to 20 pif at 15.60% BC- From 10 pif at 15.60 to 10 plf at 21.67t BC- From 4 pif at 21.67 to 4 pif at 22.67 TC- 33 lb Conc. Load at 15.60,17.60 SERA(.. TC- 51 lb Conc. Load at 19.64 40 015A 38<FF 55 8180 8B 7f 49 00 99 2E 95 FS BC- 32 lb Conc. Load at 15.60,17.60 jhu itornicssbeusekctx cs ys ncd ami=afud by rA2a 1wrHac,� BC- 37lb Conc. Load at 19.64 frt.tic.�dass2(w, a aRmwnatx ma gasxA2 aattieatiratIwserxde. Wind I rsdct axitFsa da Lmmtmexlot0Xz1&=aed lfqwdaxxd=lnd Wind loads and reactions based on MWFRS. w wyd"tmnk -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, hand!in shippirig, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen' Safety Information, by TPI and SBCA) foi safetyi practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y attached rigid ceiling Locations shown far 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 positidn as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Gi p Inc. sfjail not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI>TPI 1, or for hanng{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance ofro essrona engineering responsibility, solely for the design shown. The su' brlrty and use of this thawing for any structure is e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS008 I Ply: 4 I SEQN: 685222 / T12 / COMN * I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: B02 Wgt: 137.2 Ibs / .. 10/30/17 T } 10'6"6 14'2"10 18'2"6 21'8" 7' 3'6"6 3'8"4 3'11"12 3'5"10 C 1114X6(R) T 1 in 1X16(B3) N =bxd =H7319 1114xb F' 1, 7'2"4 3'7"10 3'9"12 3'5" 2'11"6 . 7'2"4 10'914 14'7' 199,10 21' 8..."� 21'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.01 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x8 SP #1 Webs 2x4 SP #3 :W1, W2 2x4 SP #1: Lumber value set "138" 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 plf at -1.00 to 56 plf at 7.00 TC- From 28 pif at 7.00 to 28 plf at 10.53 TC- From 56 plf at 10.53 to 56 pif at 18.20 TC- From 56 plf at 18.20 to 56 plf 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 plf at 7.13 BC- From 10 pit at 7.13 to 10 plf at 21.67 BC- 3387 lb Conc. Load at 7.13 BC- 1380 lb Conc. Load at 9.06 BC- 1385 lb Conc. Load at 11.06,13.06,15.06,17.06 BC- 1474 lb Conc. Load at 19.06,20.60 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.263 J 975 240 Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 Snow Duration: NA HORZ(LL): 0.073 C - - HORZ(fL): 0.165 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.534 TPI Sid: 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): VIEW Ver: 16.01.01B.0614.20 WAVE, HS Wind Wind loads and reactions based on MWFRS M 40015A58FF5B81B0OB7F4800992E85FB r3kCratedby fi>zvs lMartine PE(a, r4L. C4%irf2{ Beta sSata slwwrtaE¢-w U.£rg a Sffb.2 atatltrtst uaa ccdf tested c�tcs.nrii�is d�cr�a�a nut c�siderad s$graa�and s�lsd and kf4W- IaxAuntatmscodemustdsndf&:,fra =v dectmr& =1= ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W L 6025 13446 / - / - / - / 5.5 G 8685 14496 / - / ! - / 5.5 Wind reactions based on MWFRS L Min Brg Width Req = 1.8 G Min Brg Width Req = 2.2 Bearings L & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 7 - 6 D- E 3577 - 6522 B - C 1837 - 3230 E - F 3123 - 5819 C - D 1895 - 3340 F - G 2159 - 4092 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 2874 -1628 I - H 3736 -1965 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 -1266 D - J 175 - 29 H - F 822 - 386 J-E 714 -457 *'YARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporarryy BCSI. Unless noted of herwise,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 1310, Ile. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS00B Ply: 1 SEQN: 6761211 T55I GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26 1 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: M2GB I Wgt 14.0 Ibs / ... 10/30117 12 4 C 2X4(A1) B�4 LID r T A `-� i p 1 n —2'0 21 ed 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA D• 104 / 51 / 80 /- / 21 / 24.0 BCLL: 0.00 Enclosure: Closed �Iu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): -0.000 D - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C I HORZ(TL): -0.000 D - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 P Y (Ibs) BCDL: 5.0 psf 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. Spacing: 24.0 " C&C Dist a: 3.00 It gep Factors Used: Yes Max Web CSI: 0.032 A - B 19 0 B - C 9 -29 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 flate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Chords Tens.Comp. Lumber B - D 166 -20 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Webs Tens.Comp. Lumber value set "1313" uses design values C - D 87 -32 approved 1/30/2013 by ALSC % Plating Notes N . , All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C.No 047182- wgt �P STATE 40015A38FF51381BOBB7F4800992F85 FB TbU Iternfiaa3r¢era clazst gzx usd.=6a¢akdby lAas 1Martfi¢.:, 2£ (FS.. IfL.C�7S82.! amlA¢ atashawn aiatt� v��a SF+A 3 pikud ceptnaftfis docmm=met coWdead opad2nd=Ld anb the S'T auti,eniira4i�s e�1¢ ns;.st 2m roxtHed rss asrfctecttiarhk ca&iex. "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 Componen[ Safety Information, by TPI ana'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent latefal restraint of webs shall have bracingg 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. ttefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. ,l hall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfI PI 1, or for handling shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of profess ona engineering responsibility solely for the design shown. The suitability and use of this 0"awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS008 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 / ... 10/30/17 3' 5' i 6' 3' 2' 1' I I? 12 D I 4 T p C Cl) N n 2X4(A1)B iv 1 F H G 6' 1 3 2 1' 3, 5, 6' { Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS S16015ENC100815 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF 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): -0.002 H 999 240 F* 85 / 40 / 61 /- / 17 / 72.0 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brg Width Req = - HORZ(fL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.074 A- B 19 0 C - D 12 -98 FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 Plate Type(s): WAVE VIEW Ver: 16.01.01 B.0614.2D Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 275 - 25 G - F 289 - 27 H - G 285 - 26 4 40 01 5A 38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB 'r3,UARM Imb a a Awzldd by M=R'R1 Martin=, 4E K. 11c.0471197.1 cn LAc d?a4s shswrz a6ov z sing a sNA�2 asdn�da.ticnraxld. ftb trd ccpi"r1tik doe�'ta mere t'Cw&mduygraa4 mad=eiad �d ft—thwcatWcdode rnwi N xs.�iUAm my ddeamnk .*ids. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E-F 49 -19 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - H 285 -134 D - G 249 -83 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety, Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. 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 I f'I 1, or Tor r acceptance any structure failure to build the g or cover page un. The suitability 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-261 "D" OL O I Wgt 25.2 Ibs FROM: JAH 23 / T41 MONO DRW: t Truss Label: M6 .. / ... 10/30/17 12 �-z4X4C 4 T P P LID _BO r P P P M N = 2X D -n~l ,=2X4(A1)B A Lj _ 1112X4E 5'8"8 518118 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf inPSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 / - / 101 / 8.0 BCLL: 0.00 Enclosure: Closed I u: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 / 114 1137 / - /- 11.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. C HORZ(TL): 0.012 E - - B Min Big Width Req = 1.5 Mean Height: 15.00It q NCBCLL: 10.00 TCDL: 42 sf Code / Misc Criteria Creep Factor. 1.5 D Min Br g Width Re = 1.5 Soffit: 2.00 BCDL: 5.0 p psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 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 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 late Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 A - B 19 0 B - C 52 -131 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 B - E 90 -178 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP 93: Maximum Web Forces Per Ply (Ibs) Lumber value set "136" uses design values Webs Tens.Comp. Webs Tens. Comp_ approved 1/30/2013 by ALSC D - E 102 -36 C - D 1336 -640 Wind MA Member design based on both MWFRS and C&C.� 41 `A 4001E 38FF5381BO81371`4800992E95FB t�hlzat°�t9'asb�atscte�ysiy}n�d.�,,�seatad6y fAaxxailAnrtioscr. n. (FL Lic.0471UJ on the aata.�nown abna w-Ing a VA.], a� entsrattaas easir. treated Capin aloe %aimed and =26d a�v0 41�.?..�iio-1 aaaheaCw2knsuxda m+xst:bs�vdited � ae:yefectrmrs� CmolnL "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING FO 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 anSBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall,have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plater to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc.lshall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of protesslonal engineering responsibility solely for the design shown. The suit -ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Far more information see this ioUs general notes oaae and these web sties: ALPINE: www.alaineitw.com: TPI: www.toinstom: SBC : www.sbcindustrv.com: ICC: www.iccsafe.oro Job Number: 136DCS00B Ply: 1 I SEQN: 676020 / T39 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAI- DRW: Truss Label: V1 I Wot: 42.0 Ibs I ... / ... 10/30/17 3'8" 3-8" 7-10" 1118" 4'2" 3-10" 12 Ill�j(4 X4X%R) Q 6 11'8" 3'8" 4' 4' 3'8" 7'8" 11'8" Loading Criteria (psf) Wind Criteria TCLL: 20-00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 20.04 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. -m Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.010 E 999 240 D• 75 / 43 / 39 /- / 7 1140 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. Comp. Rep Factors Used: Yes Max Web CSI: 0.092 A - B 6 -3 C - D 16 -52 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 6 -3 Plate Type(s): WAVE I VIEW Ver: 16.01.01B.0614.20 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 No 047182 � fir STATE OF 40 01 5A 38 FF 55 8180 8B 7F 48 00 99 2E 85 FB Vt; itam&as3sc�re�c4r js{s rcd aa92ufad by rA zM marthmr, - a' E14. Lk. 0472&3.t on thadaaf shawa abam want; asith,i a8.'thendm Made. nixtndccViasadthLdocaawm� not ct<w�oorad*,medmdNaiad ar,6 Ike S'w.x,..•s az1fic.d al"code nwt to vt6fie ton ajol tctmnk CWins.. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - G 145 - 75 E - C 279 -167 B - F 310 - 270 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?Safety extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) 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 propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e. ADDIv Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Kefer to a division of 9 Pi 1; or for h acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability ME Job Number: 136DCS008 Ply: 1 1 SEQN: 676024 / T35 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26 1 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: V2 Wgt: 36.4 Ibs .. / ... 10/30/17 A 1'8" 5-10" 1'8" 47' F 3'10" 12 /7l4X8(R) Q 6 E III 3X4(D1) D 4' 4' 5,8" 918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeI11CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 E 999 240 D- 75 / 44 / 40 /- / 9 / 116 BOLL: 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 now Duration: NA HORZ(LL): 0.005 E - - G Min Brg Width Req = - Des Ld: 37.00 HORZ(TL):-0.007 E - - Bearing G is a rigid surface. NCBCLL: 10.00 Mean Height: 21.04 ft Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Id Code: FBC 2014 RES Max TC CSI: 0.233 � 9 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 PI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Camp. Spacing: 24.0 " C&C Dist a: 3.00 It 'Rep Factors Used: Yes Max Web CSI: 0.110 A - B 1 -2 C - D 20 - 54 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 1 -2 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Farces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) G - F 2 -1 E - D 16 -31 Top chord 2x4 SP #1 F - E 2 -1 Bot chord 2x4 SP #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 MAO B - F 369 -235 Member design based on both MWFRS and C&C. Additional Notes�� . ve See DWG VAL160101014 for valley details. No 047102_ 10, ST m V19kj41t1'• 40 015A38 FF 5B 81 B0 85 7F 48 00 99 2E &5 FB 3hf1ltRMfint'etStcfecsrms§ra stgned'.x�.salad W Uaaml Mart1w, Sin "R. ua."71nim GhcdaBs spawn aE tr. gaSN,4.2 z.'?fFentii74IM=d*. ft=d zrg1141dthk dWaMPAaraMot Cnniided *nad Wai zavlad asad tire.t. "Suaruthanixn^acssrerd¢meetdE� wAfbd cats re.Eactrm tayies. -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqwire extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byV TPI and SBCA) foF 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 tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, icable. Apply places to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate posdions. a division of ITW 8uildin Components Group Incl,shali not be responsible for any deviation from this drawing any failure to build the conformance with ANSIPI 1, or for handling shipping, installation and.braang of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professfonai engineering responsibility solely for the design shown. The suitability ie of this yawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 676026 / T56 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V3 Wgt: 28.0 Ibs .. / ... 10/30/17 3'10" 7'8" 3'10" 3'10" 12 /I14X6(R) Q 6 A lll2X4 T =3X4(D1) C 1 E 1112X4 D 1112X4 7,8" 3'8" 4' 3'8" 7'8" Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R 1 U / Rw / Rh / RL / W C* 74 145 / 41 / - 112 / 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: II Snow Duration: NA HORZ(LL): 0.005 D - - E Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.007 D - - Bearing E is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.04 ft TCDL: 4.2 psf Cree Factor: 1.5 p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp. A - B 9 -7 B - C 12 - 57 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.114 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.016.0614.20 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 6 -8 D- C 24 -39 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "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. aox Additional Notes See DWG VAL160101014 for valley details.g No 12 STATE 111 110 SERIAL # 40 015A88 FrF 58 81 BO 85 7F 48 00 98 2C 85 FB ThilJeam't<uzi aa 4algid by Mwns el Martinez r"EVi.. tic.0481921 Wthe class zhaain aE¢ u^.3aga SNA-i atad�nnetcts3�a,aa�e. Piriatadcopisssrafdzdtxra,.ecaaranotctans 6..dAp rdamdsrabd slid the .siiS :alfiaAtimfiG9wde° must bevwMcd ca amr,dcamNZ CMI.L **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI anc7'SBCA) t0F safety practices prior to pertorming these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a propperly Locations for lateral attached rigid ceiling shown permanent 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 JoinfDetails, unless noted otherwise. (2efer 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 drawing,any failure to build the truss in conformance with ANSIrtPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing, indicates for the design The acceptance of ppr ) essiona engineering responsibility solely shown. suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'oUs general notes page and these web sties: ALPINE: www.al ineft.cam: TPI: www.tpinst.org• SBCA: www.sbcindu .com; ICC: www.iccsafe.org Job Number: 136DCS008 I 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 I Wgt 25.2 Ibs / ... 10/30/17 1'8"8 5'8" 1'8"8 3'11 "8 12 6 p B=4X4 T1112X4 A N T =3X4(D1) 1 i E 1112X4 D 1112X4 5'8" 1'8"8 1 3'11"8 1-8"8 1 5'8" 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 L/defi L/# Loc R / U / Rw / Rh / RL / W E- 74 129 / 37 / - 110 168.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.020 D 999 240 BCLL: 0.00 Enclosure: Closed u: NA Cs: NA VERT(TL): -0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 23.07 ft HORZ(TL): 0.009 D - - Bearing E is a rigid surface. 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: 0.183 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp. A - B 51 -18 B - C 51 -41 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.059 Loc. from endwall: not in 9.00 it ff/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402. 99 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 4 - 3 D- C 4 -3 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values A - E 95 -46 B - D 198 -137 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 0 4w�a yea w Additional Notes See DWG VAL160101014 for valley details.047182 No.. z . Vo 10 * TAT O % W # SMAL 40 015A39 FF 58 9180 85 7F 48 00 59 2E 85 FS T#atr liemiias eleeta�yza}yecd ar5 t:�alnd try rlrasry�9 Marif+nc.2 Hc.04n2z1 mn the &W rhown abaw V-jns a stf'r'a aaftA smc mmc e. mendctap c$efia dwr�= = got CM96wed*nadand m bd ane the spAzaz4ta¢nteaII ante must tom. §fWmaerj decbmnk cevlas. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) For safety to these functions. Installers shall temporary practices prior performing provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling, Locations shown for permanent latetal 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. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. I hall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in conformance with ANSIIfPI 1, or for handling shi'ppincl, installation and bracing of trusses.A seal on or cover page listing this drawing indicates acceptance of profess onal engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes a and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: www.imsafe.o Job Number: 136DCSOOB Ply: 1 SEQN: 746867 / T38 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 'D" OL O Qty: 1 FROM: GM DRW. Truss Label: V5 Wgt: 16.8 Ibs / ... 10/30/17 1'8"8 3'8" 12 6 B=3X4 3X4(D1) 3X44(D1) C tiz � 3'8" I_ �I r 3,8„ 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 Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.005 999 240 A* 71 / 23 131 / - 17 / 44.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.002 - - A Min Brg Width Req = - EXP: C HORZ L -0.002 - - BearingA is rigid surface. Des Ld: 37.00 Mean Height: 23.57 ft �) a 9 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.058 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 BCDL: 5.0 psf p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 A - B 192 -144 B - C 189 -141 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Lumber A-C 136 -145 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.. uraaa Additional Notes v� See DWG VAL160101014 for valley details. aomo STATE OF 1 . 40 013A38 FF 50 SI BO BB W 48 00 69 2E85 FS ThkJtamhaxbcm a{earr Psi t®d'Md mmaladby mw=l marttn&s, PE(FL. Lk. t:47r921 on t%,azFa4c zhatan above 01ng L Sifl Y a�ent�atcasrz,�r. flhred c�;rs �tfds dxos^srda"m"at cssss8�xed :rand xalsd ane the.MIAx ax.inndai scadc M"ttm vadfw mwydsetrmik .. sapm —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]wire extreme care in fabricating, handlingq 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 properly iiid 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 Joinf Details, unless noted otherwise, kefer to a division of ivi i,ortor n acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS008 Ply: 1 SEQN: 746868 / T21 / EJAC 1-1 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26p1 "D" OL O Qty: 28 FROM: AH DRW: Truss Label: EJ7 I Wgt 23.8 lbs .. / ... 10/30/17 2X4(A1) B -13 A Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. "WARNING— READ AND FOL "IMPORTANT"" FURNISH THIS DRAWING a division of ITW Buildin��LLComponents conformance with ANSI PI 1, or for h this drawing indicates acceptance se of this gnawing for any structure C 77 12 6 m o to c� "v D 7' 7' )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in [or. Udell U# Loc R / U 1 Rw / Rh / RL 1 W NA Ce: NA VERT(LL): NA B 336 / 155 / 257 / - / 211 / 5.5 NA Cs: NA VERT(TL): NA D 127 126 / 102 / - /- / 1.5 lw Duration: NA HORZ(LL): -0.022 D - - C 171 / 169 / 85 / - 1- / 1.5 HORZ(TL): 0.031 D - - Wind reactions based on MWFRS le / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 g Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req = - Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - � Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. RT:20(0)/10(0) Mfg Specified Camber: Type(s): Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 15.Chords Tens.Comp. Chords Tens. Comp. 01.01.D402.19 A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 11 4001SA39FF5B81SO8137F4800992E95F8 ihkitarss€tQs :e¢netatama�tcsYiys"a,nsstz4smiodbyMasualMarttaeez. m(a. t£t.a4nazl" the data fhuva alaam Wng25HA'i ' #an'�tattkart sc+9a. rwhtmdrepisselthk d<rmma am cot a.W6wad dped and mind and ft SAu-Aentolko code rl ^f 2n vet3(9sl on my dotwnk cmim V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing pnor to performing these functions the latest shall providestemBporairryg e properly attached structural sheathing and bottom chord shall have a propperly restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as shown above and on the JoiniDetails, unless noted otherwise. f�efer to II not be responsible for any deviation from this drawing,any failure to build the 1p' installation and bracing of trusses.A seal on this drawing or cover page alengineering responsibility solely for the design shown. The suitability Job Number: 136DCS008 Ply: 1 SEQN: 676030 / T5 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW: Truss Label: EJ2 Wgt: 11.2 Ibs / ... 10/30/17 1 ELI 12 6 [�7- 2X4(A1) B/ C 2' 1 A 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - Des EXP: C HORZ L 0.001 D ) / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 18.76 it Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.099 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.061420 Wind Duration: 1.60 WAVE 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 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ARett MAPS4, No . r STATE 40 01 SA38 FF 5B 8180 BB 7F48 00 99 2E 85 FB s3,Cc!¢emirvs &rczn akr3cat yxj nsff 3'. alad§y aria JF3art6nm; t E(n. Lec.C4TF87.1 cm FTC ate:ahaNJn a6¢ ir�ngsSiidY prmcdcTbrs.. tt asiueNw•sr�taemeo¢cr�xiczrnds na xaaai:nnhsi x�d the d am4ih¢n�rCsafla rnw,C ffiae�ifke3.v�aa�c3ectmrsk TT ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 163 168 / 144 /- / 63 / 5.5 D 32 /6 /30 1- /- /1.5 C 33 128 /10 I- 1- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ggwire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or' 0, 'le. Apply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of i vi 1, or Tor nan acceptance of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS008 I Ply: 1 SEQN: 676032 / T59 / EJAC ' 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-260 I "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: EJ2A I Wgt 11.2 Ibs / ... 10/30/17 12 C 6 M 2X4(A1) B A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.76 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1130/2013 by ALSC Wind Member design based on both MWFRS and C&C. 2' i i 21 inow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(fL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.099 TPI Sid: 2007 Max BC CSI: 0.023 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 40 01 SA 38 FF 5B 81 BO BB 7F48 00 99 ZE 95 FB Thilkonnhra,ia clactnan S.pa rcd'.zid s Add by uaani MArtkaz. PE OL. Ut.047P921 an the s SF'r l aethentkat�fa, t Lade .ttrthasd=X=AMmotctwi&md `mgnsna9zndaalsd ar,E thc.S!M.' r4hentmtanoc9cns f hawmifcdco my car�ias. ♦Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 163 168 / 144 / - / 63 15.5 D 32 /6 /30 /- /- 11.5 C 33 /28 /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 DRAWINGITO 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 anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shalllhave properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfialled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and po ition ass hown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildip Compoi=s Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr mnre inMn firm see this inh's neneral notes nacre and these web s$es: ALPINE: www_a[Dineitw.com, TPI: www.tDinst.om: SBCA www.sbdndusW.com: ICC: www.imsafe.ora Job Number: 136DCS008 Ply: 1 SEQN: 676095 / T18 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW. Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 10/30/17 L 12 6 M O b7 N B M 2X4(A1) 1 A D 1' 5' 5' 71 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: 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 h12 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" 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) DeflZCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.010 D - Code / Misc Criteria Creep Factor. 1.5 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 Fr/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE 'No 047182 13 40 015A38 FF 58 81;60 BB 7F48 00 99 2E 85 FB TM ltenhas be and .pled by foal lMartin", n(a.M.C47.t211 on theda2e shcwa aberm wing a SFJ 1 rz*enxsa& nooda aCdcopiesofthkdonx—mntn not C'M e6ignadendsmelad and tisc .A> avrttaant aSk aserde rn tbc�mii@sa;i maeydecimck a"ies. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 1123 1208 / - / 155 / 5.5 D 90 / 17 170 I - ! - 11.5 C 119 /115 /58 1- 1- /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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy 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 proppefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure lis drawing,any failure to build the on this drawing or cover page te design shown. The suitability Job Number: 136DCS008 Ply: SEQN: Truss Label:yde -2601 "D" OL OW /DR Horton /4EHB Hayden-2 i 01 "D" OL 0, I Qty:118 2 Ibs I FROM: JAH 83 / T11 / JACK I DRW; 10/30/17 C 12 77 6 F-7- co o fV tip 2Mi(A1) B M 13 • D A 2, 5, 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph NA Ce: NA VERT(LL): NA B 337 / 181 / 297 / - / 179 / 5.5 BCLL: 0.00 If: Enclosure: Closed u: NA Cs: NA VERT(TL): NA D 87 110 / 75 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 D - C 109 / 105 145 1- 1- 11.5 Des Ld: 37.00 EXP: C I HORZ(TL):, 0.008 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 19.25 ft / Misc Criteria Creep Factor. 1.5 B Min B Width Re 1.5 r9 q Soffit: 2.00 TCDL: 4.2 psf LCode p Bldg Code: FBC 2014 RES Max TC CSI: 0.419 D Min Brg Width Req = Load Duration: 125 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 �iPl Std: 20D7 Max BC CSI: 0.172 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It �ep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.60 It IFT/RT:20(o)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 (Plate Type(s): Chords Tens.Comp. Chords Tens_ Comp. Wind Duration: 1.60 (WAVE VIEW Ver: 16.01.018.061420 Lumber A- 8 52 0 B- C 49 -122 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 Lumber value set "13B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ; . STATE. 0., 40 01 5A 38 FF 58 81 BO 813 7F 48 00 99 2€ 85 FS 3ix7x!temitaz i3e ekz3ae } rc wd=lad by vanr jM3artinra PEVL. Ute.0471121 on �,as scshwa atxiv�tyinga s3ft«8 mAen+faa a aetude. n3ateti camsraf Chia iimca ss�:atarx nisi crsmaterma s'+arrcc mad zsal¢xi mad tic °.'iitx43 mA mtkws =fie m-t bo erNN',kJ.ma ydvamnk C&!ax. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI ancl'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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc.,lshali 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 professronq 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 11 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 676097 / T19 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 10/30/17 C 12 6 CO O to 2X4(A1) B M N 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: 37.00 Mean Height: 19.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 3' .A 3' Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Std: 2007 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CS 1: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE ' STATE :QF A q 40 01 5A 38 EF 50 8180 BB 7F48 00 99 2E 85 FB nh,U ItomBaattcan almzstcrsEca y*md w0walad try V=.el MFarttaax, nin. tta..if47.E8a.!M Or dada xrinwre ata it ago WWI aa;3han�xbv,esda_ f tadct mx: 3'tPasdwrnsssaaranotcmn,6.00mdd ansi:caiad axad Ff+ffi+.ia..Az2 ac.4?iaa rau cola mwtbe4M(W on. oWn1c1rar.4- cuios. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 195 1162 /- 1101 / 5.5 D 51 /8 /42 1- /- 11.5 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 DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joint- 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 ANSIITPI 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 ANSIrTP11 Sec.2. Job Number: 136DCS08 Ply: 1 4EHB Label:denBJ301 "DO OL OW /DR Horton /4EHB Hayden-2 i01 "D" OL O I Qty: 14.0 Ibs I FROM': JP 81 / T54 / JACK I DRW!Truss 10/30117 C 12 T 6 M 0 2X4(A1) B LO 4"_'3 CV � I D A 2j 31 31 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Ff. NA Ce: NA VERT(LL): NA B 281 / 164 / 269 / - / 125 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 48 / 19 / 54 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 D - C 45 / 45 123 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(fL): 0.007 D - Wind reactions based on MWFRS NCBCLL: 10.D0 Mean Height: 18.76 ft Code / Misc Criteria CreepFactor. 1.6 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.719 D Min Bi Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Std: 2007 Max BC CSI: 0.158 C Min Big 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: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.016.0614.20 Lumber A- B 52 0 B- C 20 -94 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. - 40 015A38 FF 5B 8180 BB 7F 49 00 99 2€S5 FB x3sls aasd=afad by matamMiffi', {&i.,tta.�detEilasrthadasaatmwnaba'a.r gaswki aathentataticssw�tr. fi,'.wd cepm dthk danrwsd we vot cry iwad s9gnr^imd sealsd WA the erlwideectranb: 'MOni. —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 and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The sultabdrty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For nrore information see this loWs aeneral notes pacte and these web sites: ALPINE: www.al ineifx.com: TPI: www. into ; SBCA www.sbcindu .com: IM www.iccsafe.o Job Number: 136DCS008 I Ply: 1 I SEQN: 676099 / T20 / JACK .I 4EHB Ha den-2601 "D" OL OW /DR Horton /4EHB Hay den-2601 "D" OL O Qt : S FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2lbs / .. 10/30/17 12 6 2X4(A1) B 4" 3 _L A Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.50 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 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 "l313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 1 ' 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pt 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)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 SERIAL*40 015AL-FF5B81BOBBW4800992E95FB rE.it ]ruinhas kaanaalscttxstt lsS nay' zlozaaW by}AvArzl martfnas ?f (FL. lkt.GTIt92.(cm tE�ew�a8a shou:re atw�a ar.'an� a SH,A�E aa:�sanC;cam�nsr✓Je. r^Yadtsd<q�tax¢rttss ti �+V+*aam nratcrr�aH st�ncrr �dzealed ar.E FFr Sii..ti:z au43remtkatsascr�9e mut ba rcdfE�i ea+assiricutmrsBr 3as� ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 150 / 87 1146 / - / 49 / 5.5 D 11 /11 /19 !- !- /1.5 C -14 /29 /27 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, byY TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, 67 or 810, le. ADDIV plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of failure to build the g or cover page _ _ in. The sui bdtty any Job Number: 136DCS008 I Ply: 1 SEON: 676101 / T27 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 3 FROM: AH DRW: Truss Label: CJ7 I Wgti 42.0 Ibs .. / ... 10/30117 6'3" 9110"1 6'3" 3'7" D 4: 4 p 7-0:3X4 C -v 2X4(A1)B 1 T 53 A 1 G =5X6 F E 1112X4 f- - 1'5" 6'1"4 A. 3'2" 6'1"4 93"4 6"1 9' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 / 199 / - / - / - / 7.0 BCLL: 0.00 Enclosure: Closed 1 u: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 / 176 / - / 0 / 0 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 / - / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.009 F - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 19.99 It Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf gld Cc BCDL: 5.0 sf 9 de: FBC 2014 RES Max TC CSI: 0.316 P E Min B Width Re q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.308 i D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it f ep Factors Used: No Max Web CSI: 0.247 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber A- B 9 -8 C- D 72 -74 B - C 382 - 638 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 - G 578 - 337 F - E 0 0 approved 1/30/2013 by ALSC G - F 570 -339 Loading Hipjack supports 6-11 8 setback jacks with no webs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs P Tens. Comp. p. Wind G-C 181 0 C-F 406 -684 . Wind loads and reactions based on MWFRSNO 047162 low A a t 40 015A38 FF 55 8160 BB 7F48 00 99 2E 85 FB 3hk diem Ras ecaaektSz yz%nad.mdualadby hlmal kurth=, ?g (Rl, ltG.ttdTi92j on be date shown Abow tring a Siwl asdii entkataars es�e_ nand ccptndW5 dtxrr A= not O.Wesad 14aad=d=kd am ttCSWAA avxhmt�muwzade m=t ba wd'cd-wtiasf dmtmrk csvm "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 and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. is 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 trvsses.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. Job Number: 136DCS008 Ply: 1 SEQN: 676105 / T53 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: CJ2 Wgt 12.6 Ibs .. / ... 10/30/17 4r'3 12 C 4.24 1 � �-- 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des L& 37.00 Mean Height: 18.74 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. 2'9" 3 2'9"3 Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL):-0.000 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.084 TPI Std: 2007 Max BC CSI: 0.013 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 No ' m v STATE OF GERX 4001SA38 FF5881BO3B7F49(10992E85 FB rt,£x Item hx bz IM=00cl by maxi a wahms, a? E&L. LEc. Ga�esz! ositfie dsasshcrwma�rc �.�rg a SNTr2 arr�;an�aaemst�aw Vmnd cape"afthk tionamm ar not ctuddnredlquiidmdMAut znd the SFA-1 itt¢nGca4tum 1Cmt2C tavvifimd m urtdsctrank . =vIDL T LO ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 82 159 /- /- /- /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) I Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 B-C 8 -8 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or 610, e. Anit plates to each face of truss and position as shown above and on the JoinFDetails. unless noted otherwise. (2efer to a division of �iF'i 1,ortor n acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS008 I Ply: 1 1 SEQN: 6887511 T24 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2C01 "D" OL O Qty: 2 FROM: JP H DRW: Truss Label: L01 I Wgt: 39.2 lbs .. / ... 10/30/17 5'2" + 10'4" 5'2" 5'2" 12 C=4X6 T 4 p T 0 1 o m N=2X4(A1) B C=2X4(A1) N 1 5 A E Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. F 1112X4 10, - A 5'2" - 5'2" + + 1 r 5'2" 10'4" )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 1279 /421 1- /81 14.0 NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 23B / 252 /- /- 14.0 tw Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(fL): 0.009 F - - B Min Big Width Req = 1.6 le / Misc Criteria Creep Factor. 1.5 D Min Big Width Req = 1.5 g Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. Std: 2007 Max BC CSI: 0.235 Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ ie Type(s): A - B 19 0 C - D 1178 -658 VE VIEW Ver: 16.02.01 D.0314.13 B -C 1208 -658 D-E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1000 F - D 592 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. A a it 'a #A C - F 300 - 273 No 047182. r STATE 40 015A 38 FF 58 81 BO SB 7F 48 00 93 2E 95 FB W41tamhvs bm tkuar / Mpad am � ua]ad by Mazaat9 Wrtin,=, P£ (A. tic. acaisz{a" Y�ia:�,.*^ ahasva abate: t�,g a s;fn.a saei#nn�caEiass smda. flrbted 4w4mcaf" dor�'t Mnot ceaaa&=d Aywdand idled grad tiveu:A. au ianCcazicstuxdc m-the vzdfi do aaar doamrsk.... c Kids_ "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 anr7'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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. k fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!LLComponents Group Inc. hall 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 �awtng for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 688765I T28I HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: L02 Wgt 49.0 Ibs .. / ... 10/30/17 12 4 F_� fL 3' 7'4" 10'4" 3' 4'4" 3' =4X4 r% I I I LA4 = OA4 10, 3'1"12 3'10"12 3'3"8 1' 31"12 17'0"8 10'4" 1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Lumber value set "l3B" 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. Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pa: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.026 G 999 240 B 568 / 278 /- Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 / 278 /- Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 E Min Brg Width Req = 1.5 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 14.0 / 4.0 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Max Web CSI: 0.059 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 19 -14 D - E 510 -1120 B-C 509 -1128 E-F 19 -14 C - D 468 -1088 VIEW Ver: 16.02.0113.0314.13 No 047182 e 40 015A39 FF 5B 8180 BB 7F48 00 99 2E 85 FB v3uitem hmb"st�ktYa. '�.q: nad'mr&i IadbymadMarune, P8 jR. M.S'M921 W"data shown abe-ulbs a SFA'l as thantkuti3 Y' wd& brad cpmxafzfz dwu=ata.not cunddudd vgswda tl=Iad and ihc._v3:a2aul anYcatixasCaie re"t U aartfted:M;aajd"tmnk amiss.. 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 care in fabricating, handlingp shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bVy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeXy id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, i e._ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of ,ivi i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability fPl 1 Sec.2. :A www.sbcindustry.com; ICC: www.iccsafe. Job Number: 136DCS08 Truss Label:denE J301 "Do OL OW /DR Horton /4EHB Hayden-2 i01 "D" OL O I Wgt 12.6 Ibs I FROM: JP H 63 / T31 / EJAC I DRW:/ 10I30/17 , -12 4 C TO T 2i4(A1) B M s A i ti o 3, 1 t 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: 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 PP NA Ce: NA VERT(LL): NA B 192 / 124 1192 / - 157 / 4.0 BCLL: 0.00 Enclosure: Closed t! u: NA Cs: NA VERT(TL): NA D 49 133 / 68 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - C 61 140 / 31 I - l - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.002 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 � Soffit: 2.00 Bldg Code: FBC 2014 RES MaxC CSI: 0.176 Req = - BCDL: 5.0 psf ax D Min B Width I C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0 e.069 Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft P Loc. from endwall: Any Ff/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 IWAVE VIEW Ver: 16.02.01D.0314.13 Lumber A- B 19 0 B- C 19 -61 Value Set: 13B (Effective 6/l/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 41 Chords Tens.Comp. Bot chord 2x4 SP 91 Lumber value set "l313" uses design values B - D 0 0 approved 113012013 by ALSC Windt Member design based on both MWFRS and C&C. k ^� Left cantilever is exposed to wind wars r+` Left bottom chord exposed to wind. i �+ y.. / TAT. 40015A38FF5B81806137F480099 2E 85FB 'tfisfsltan'Ivas.Ctectg ciceseaa y amdzrAuafadby Uasml Mart6ars, ,nm.ife.t£d7.I82jonihacatc.shawa warmw �gaSN,.+i as�dfmn�atsrodr� Psbtmd crpinofdth docum a=not=Wdrsad s; awdmads Vd =6 t1a M%.!not taty fbl osanydatfatk, capim -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s recq]uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. I hall not be responsible 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 page this drawing indicates acceptance of protess'onal engineering responsibility solely for the design shown. The suitability ie of this yawing for any structure is a responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 6887611 T30 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O City: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt: 11.2lbs .. / ... 10/30/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 12 4 � C 2X4(A1) B A D Fi t 1t J Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf- NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 TPI Sid: 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 11 40 015A38 FF 55 8180 BB 7F48 00 99 2E S5 F8 rhh Item hm hecaackctaonita l ned ax3 Iod by bto "i Wrt1w, Ed 6, tir.CiliB3.(cr,-ta dasatw7wre ata ga stfz'l aentkaatavrrx�a. tndasx,�ias it#ekdnecssae•�teraAotu AiWedtigpMdsndglad meiise �,A.i entraSsxacode mtaEfxa�etii�on aagdectmtsiz - s&Ow. 91, r r r ii ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 140 1121 /155 /- /31 /4.0 D 11 10 /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 7uire extreme care in fabricating handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anQ'SBCA) toy 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 properly �lid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, e. Afpty 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. a division of failure to build the g or cover page rn. The suitability any Job Number: 136DCS008 IPly: 1 SEQN: 688759 / T57 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O City: 2 FROM: JAH DRW. Truss Label: CJ3L I Wgt 15.4 lbs .. / ... 10/30/17 2.83 o C N_ T 2X4�(A1)B M �` A D 412113 11511 4r2°3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TOLL: 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): NA BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 $now Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 1.5 TCDL: 42 psf i Soffit: 2.00 BCDL: 5.0 psf �ldg Code: FBC 2014 RES Max TC CSI: 0.135 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 PI Std: 2007 Max BC CSI: 0.026 Spacing: 24.0 " C&C Dist a: 3.00 ft �ep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC Loading The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs and the 0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs. Sub -fascia beam assumptions: 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. Hipjack supports 2-11-8 setback jacks with 0-1-8 cantilever one face; 0-1-8 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. o A _ _ 0 40 015A38 FF 5B 8180 BB 7F48 00 99 2E 85 FB TraL ItamAas btmelsctays3sa}ys rsed a1dseatedby r awti mzrttnds �£ (�(.t�.0$rS52.('Cm f�3ff daiCXllYlWtl ai#d� ilf$n� a $rSA<3 aandcattee�fxdm x"s%Tmdc�kun3ttdsdocrsxrtaramotcraaddmed - ^r�drealed and ttse:TetsikaAfwscce!¢ rnrsitana+rrif&ad rm a�g: alectramk c�tins. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 127 /78 /- /- /- 15.7 D 20 /- /10 /- !- 11.5 C 51 /39 /- /- !- /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 -9 B-C. 12 -10 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 quire extreme care in fabricating, handling shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anr7'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporarryy r BCSI., Unless noted o�herw!se,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, le. APvTv Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlingf shipping, installation and 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 ie of this yawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. information see this tab's aeneral notes Daae and these web sites: ALPINE: www.aloineltw.com: TPI: www.toinst.om: SBCA: wwwsbcindustrv.com: IM www.iocsafe. Job Number: 136DCS00B Ply: 1 SEQN: 681985 / T25 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgt 109.2 Ibs Page 1 of 2 / ... 10/30/17 " 1 -4" (TYP) =2X4(R) W=3X4 =2X4(R) AB C D E F G H I J K L M N O P QR Loading Criteria (psf) Wind Criteria TOLL: 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 "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 19,11"8 _l 19,11"8 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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): 0.000 P 999 360 T• 109 / - / - /- 1- / 239 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. HORZ(TL): 0.001 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 1 0 J- K 1 0 Rep Factors Used: Yes Max Web CS 1: 0.032 B - C 1 0 K - L 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 L- M 1 0 Plate Type(s): D- E 1 0 M- N 1 0 WAVE VIEW Ver: 16.01.01B.0614.19 E- F 1 0 N- O 1 0 F-G 1 0 O-P 1 0 G-H 1 0 P-Q 1 0 H-1 1 0 Q-R 1 0 1-J 1 0 Maximum Sot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp_ AK-AJ 0 -1 AB -AA 0 -1 AJ-AI 0 -1 AA-Z 0 -1 AI-AH 0 -1 Z-Y 0 -1 AH-AG 0 -1 Y-X 0 -1 AG-AF 0 -1 X - W 0 -1 AF-AE 0 -1 W-V 0 -1 AE-AD 0 -1 V-U 0 -1 AD -AC 0 -1 U-T 0 -1 AC -AB 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -2 R - T 0 -4 A -AK 0 -5 T-S 0 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 40 01 5A 38 FF 58 81 BO 813 7F 48 00 99 2E 85 FB B -AJ 0 -107 J -AA 0 -133 7hk hernLet b olaa q-&pad xad-ailed by Waal Ma r t Mea, C -AI 0 -139 L - Z 0 -133 T£ €£L. etc. 047101 cn t2m date ihwm abQ= Wei; a SK4r1 D -AH 0 -132 M- Y 0 -133 a�:tMen�z#�sscde E -AG 0 -134 N- X 0 -134 2iaatndctpiasofdkdccex=aamnot dsedsiPadn iazied F-AF 0 -133 O-W 0 -132 a re*415ntaaAantlalianzsda wt bcarr11&1i myelydmaiz, ' G-AE 0 -133 P-V 0 -139 rrylns_. H -AC 0 -133 Q- U 0 -107 ""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 an a 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Apply places to each face. of truss and position as shown above and on the Joint' Details, unless noted otherwise. (lifer 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 pro es 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 this lob's general notes pane and these web sites: ALPINE: www.aiDinedw.com: TPI: www.toinst.om: SECA www.sbcindustrv.com: ICC: www.iccsafe.om Job Number: 136DCS008 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 Truss Label: FT1 IPly_ "D" OL O I 1 Qty: 1 Wgt: U9.2 Is SEQN: 681985 / T25 / SY42 FROM: DJH Page 2 of 2 DRW: / ... 10/30/17 1-AB 0 -133 ; ok 21 e STATE ' 14 ,. 40 015A38FF 56 81B0 6B 7F48 00 99 2E85 FB EFats iiCmAu Carr c{C $ MONEY h3axism]KCarttrcez PE(FL. uz.047=1afi ed:8c 5hav�a absw��a°.�ga 53ff3 3iii�f82ii�t7Y�SCdL9" G ?t'miCd c�ki�rCtcfs drFcr»csaiars itrxi cr:rsicd s5gsiadarasi scaku ; it.C.:39aia8 asdhent'ca9�sxttla rnu.t t•:m.�ss8f'cad Ci4 d6�'CfCtlfAf3tL caRloi. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING 1`170 ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricatingp handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anri'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oytherwise,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, 1374 810, as applicable. Apply plates to each face of truss and pos'tion as shown above and on the Join f Details, unless noted otherwise. er to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITI PI 1, or for handling sh pping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of prot'essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes a and these web sues: ALPINE: www.al ineitw.com: TPI: www. inst.or : SBCA: www.sbcindus .com: [CC: www.iocsafe.ong Job Number: 136DCS008 Ply: 1 SEQN: 688745 / 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 / ... 10/30/17 gp"12 7'3"8 9'3"8 4 19,1118 7'3"8 2' 10'5"12 rI F-3.12 �"1 1 'I �3.,1!_3„1—'I 1112X4 1112X6 =5X6 =-2X4(R) 2X4(R) 1112X4 1116X8(R) W=3X4 =3X4 1112X4 1112X4 T e AD B C D E F G H I J K L M N O P(� v =2X4(R) 1 se AE X W V U AC AB AA 5X8 Y 1115X6(R) =5X8 =4X4 T S R W=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 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 91 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: 0.38" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 40 015A3E FF 5B 8160 BB 7F49 00 49 ZE 95 Fla r'nc� Itrm3ias.bcm rkr�ce�ssa:SSgx�gnedars;9 s�alyd by iAaa;axrl Marttnra, f��t. u,•.. asrrazl ca e�a�'atr shaw�a of sr�ig a sist«i sstiendrasw9r. ft== < #=of thk dacna_.a— not carW&md sfpcdand srafad and the *aF�," .S ssd�San�Et�e�co-den�r-iia.vcdf�s�n smy�rdrunf� cerfrs. 19'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA . Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 / - l - 1- 1- l 7.5 Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - ' I - /- I - l 4.0 Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate_ TPI Std: 2007 Max BC CSI: 0.712 Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 -4604 WAVE VIEW Ver: 16.02.01 D.0314.13 B- C 0 -1891 J- K 0 0 C- D 0- 3329 J- L 0- 4086 D- F 0- 3329 L- M 0- 3305 E-F 0 0 M-N 0 -3305 F- G 0- 4618 N- O 0 -1896 G-H 0-4624 O-P 1 0 H - 1 0 -4612 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. AC -AB 1059 0 W - V 4392 0 v+.rar� - yv+ AB- Z 2708 0 V- U 0 0 T AA- Z 0 0 V- T 3809 0 Z- Y 4034 0 T- S 2700 0 Y-X 4035 0 S-R 1061 0 X - W 4624 0 -it z Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. eAv, ° s AD-AE 0 -3 W-J 621 -66 A -AC 0 -41 J-V 0 -425 V 44AC-B 0-1474 V-L 386 0 '� gf B -AB 1157 0 L - T 0 - 684 AB-C 0 -1136 M-T 0 -79 C- Z 844 0 T- N 822 0 D-Z 0 -89 N-S 0 -1119 Z-F 0 -959 S-O 1161 0 F-X 1381 0 O-R 0 -1477 X-G 0 -918 P-R 0 -40 H-W 0 -325 R-Q 0 -7 ""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 Componenf Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachesdmid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq�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 pro esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineft.com; TPI: www.tpinst.org; SBCA www.sbdndusW.com: ICC: www.iccsafe.om Job Number: 136DCS008 Ply: 1 SEQN: 6761291 T32 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2 01 "D" OL O City: 11 FROM: DJH DRW: Truss Label: FT3 Wgt: 98.0 Ibs .. / ... 10/30/17 778 978 15'11"8 F 7,3"8 { 2' { 6'8" { 1'3"74 1'10"12 �{ { 1'3"12 1712 8"8 =4X6 =4X4 A B C T ifg=2X4(R)T =2X4(R) T 1 y S R 7 =4X4 =4X6 1113X4(R) 1113X4(R) =4X4 D E F G H I Q P O N =3X6 1113X4(R) 1113X4(R) =3X4 15'11"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# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / 7.5 BCLL: 0.00 Enclosure: NA 1 u: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): • 0.031 B - - S Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.051 B L Min Brg Width Req = - Mean Height: NA ft NCBCLL: 10.00 F ode / Misc Criteria CreepFactor. 1.5 Bearing S is a rigid surface_ TCDL: NA psf Soffit 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing. S requires a seat plate. Load Duration: 1.00 TPI Sid: 2007 Max BC CSI: 0.679 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft �2ep Factors Used: Yes Max Web CSI: 0.404 Maximum To Chord Forces Per P PI y (Ibs) Loc. from endwall: NA F7/RT:12(0)/10(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 VIEW Ver: 16.01.0113.0614.20 B - C 0 -1441 G - H 0 -2664 Lumber C- D 0 -2393 H- I 0 -2356 D - E 0 -2 i - J 0 -1440 Value Set: 13B (Effective 6/1/2013) E-F 0-2670 70 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) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC S - R 834 0 O - N 2527 0 LI Plating Notes')1 Q - P 2625 D M - 831 0 All plates are 2X4 except as noted. �� rot P - O 2675 0 Hangers / Ties " Maximum Web Forces Per Ply (Ibs) J Hanger Support Required, b others O 9 PP q Y +er sr 7182 004, Webs Tens.Comp.Webs Tens. Comp. P Additional Notes w 0 T- U 0 -3 G- O 0 -354 + 2x6 continuous strongback. See detail A - S 0 -41 O - H 552 -47 STRBRIBR1014 for bracing and bridging , * S - B 0 -1161 H - N 0 -391 recommendations. s STATE B- R 844 0 R- C 0- 607 N- 1 I- M 464 0 0 808 Webs are square cut except dbl diagonals or as -4 C- Q 506 0 M- J 849 0 otherwise shown. D-Q 0 -98 J-L 0 -1160 Truss must be installed as shown with top chord up. �! E- P 420 -162 K- L 0 -45 40 01 5A 38 FF 5B 81 B0 88 7F49 00 99 2E95 FB tra414¢m'i�as8cenelect:-csi:�i�alasilryfAaazca9Htarttnes, ,8S 1. tre."ng2t on the x4adaxhaw abs u^.bigaS3iA-3 aulSianGcatfcataaa3e. Nr�l�d c��ax�dvc daos��t natcaxdad sfq�aEand srmaled wi lice SnAri as.4hwaCcaneesccsrle nrs[ be m dfaed m a gdmtmr 1z cams "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, bV TPI anq'SBCA) f-or safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, 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 Buildin�LComponents Group Inc. Ihall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing 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 ANSI/TPI 1 Sec.2. s Job Number: 136DCS008 Ply: 1 SEQN: 681991 / T44/ SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 3 FROM: DJH DRW: Truss label: FT4 Wgt: 105.0 Ibs / ... 10/30/17 7'3"8 9'3"8 91T12 16'2"10 7'3"8 '� 2' "4 6'8"14 a f" 1'3" � 'i 1�'� t 1�' 1� �2"1iz� iF 17 1112X4 1112X4 =4X4 1112X4 1113X4(R) A B C D E F T 38=2X4(R)V =2X4(R)X 1 �•e Loading Criteria (psf) TCLL:. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.00 Spacing: 24.0 " 1112X4 W=3X4 =4X4 G H I J K I6 i� i� i .� a nip i r� is M 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/l/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "138" 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. =,7AD III 'A4t R) III-+A4 =0^0 W=H0308 16'2"10 1112X4 L M =2X4(R) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defi/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.185 F 999 360 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL V 878 / - / - / - / - Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 / - / - /_ ! - Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B Creep Factor: 1.5 N Min Brg Width Req = 1.3 Bearings V & N are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.743 /W / 7.5 13.1 Rep Factors Used: Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply (Ibs). FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 G- H 0 -2444 WAVE, HS VIEW Ver: 16.01.01 B.0614.19 B - C 0 -1471 H -1 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 I U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 *" er' Maximum Web Forces Per Ply (Ibs) ,r Webs Tens.Comp. Webs Tens. Comp. W-X 0 -3 Q-G 144 -71 A-V 0 -41 G-P 0 -648 STATE-B- e V-B U 0 -1181 865 0 I-P P- J 95 516 -136 0 ar°r U- C C- T 0 -827 528 0 J- O O- K 0 866 -825 0 e "y� a D-T 0 -98 K-N 0 -1182 i - E-R 459 -162 N-M 0 -7 R-F 56 -322 40 01 5A 38 TF 58 8180 BB 7F49 00 99 2E 85 FB Z7& 3temtlexabsen mlerlaaraW f:�ad �s9:eafad Lp aAasaws9 Mnrtfnca, e`E (:L, tte.B�T7t9S! cn the datasha¢ama0as� w.3ng n 5b§A i as�ent�isatieneo ta. z'itQd s��xtit#� dcaos-�craiar� e+ut ccsssft�scd sf'sxi and ;anla6 aasb ttse 5'8A..3 az�r¢mtasat&�azexda mrrst?aam�mrif5sd roe srrgdedrdrvk m;;los. —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 f Safety Information, bV TPI andSBCA) f0 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 propefly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 67 or B10, e. Apply totes 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 3s in contormance wim ANSU 1 PI 1, or for nantllmg snipping, cost ing this drawing indicates acceptance of professional eng i use of this thawing for any structure is fire responsibility more information see this lob's general notes page and these web sites: ALPINE: failure to build the g or cover page In. The suitability Job Number: 136DCS008 I Ply: 1 SEQN: 622561 / T34 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton l4EH6 Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT5 I Wgt: 44.8 Ibs .. / ... 10/30/17 r 1712 � L� �- 1'2"12 =3X8 =3X4 =3X8 A B C E =3X10 3'8"8 =3X10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 E 199 BCLL: 0.00 Enclosure: NA lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Show Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - EXP: NA Des Ld: 55.00 HORZ(fL): 0.001 D D Min Brg Width Req = 1.3 Mean Height: NA It rigid NCBCLL: 10.00 TCDL: NA psf � Code ! Misc Criteria Creep Factor. 1.5 Bearing D is a 9 d surface. Soffit: 0.00 BCDL: NA psf Bldg Code: 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 it 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 Elate Type(s): Wind Duration: NA WAVE I VIEW Ver: 16.01.018.061420 Maximum Bot 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 Maximum Web Forces Per Ply (Ibs) Webs 4x2 SP #3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC E - A 0 - 64 B - D 0 -124 1l�$ E-A 0 -21 D-C 0 -36 Additional Notes0 E- B 0 -112 C- D 0 -63 Webs are square cut except dbl diagonals or as��vra ate A-E 0 -34 C-D 0 -21 otherwise shown. ep Truss must be installed as shown with top chord up. e ; ft STATE 0.w • NIM 40 015A 38 FF 55 8160B6 7F49 00 99 2E 85 FB '):,u item Ras been ekst9re psigned aid meled by mammi Marumer "£ JVL uc..047w2'1 an the de *gP=mabaft U-.ino a SNA-3 not cxrr3s6wid sin mda.aled "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp Shipp! g, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7 SBCA) fogs ET, 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 propper y ,j�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ile. ADDiV Dlates to each face of truss and DDSltldn as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pade this drawing indicates acceptance of pro�essiohat engineering responsibility solely for the design shown. The suitability ce of this iawing for any structure is the responsibility of the building Designer per ANSI1TP11 Sec.2. Job Number: 136DCS008 Ply: 1 SEQN: 6225631 T42 I SY42 4EH8 Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wgt: 30.8 Ibs / ... 10/30/17 �— 1'3"12 -- d F d . 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: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA 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 "'I3B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC- From 50 plf at 0.00 to 50 plf at 2.58 BC- From 5 plf at 0.00 to 5 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. D =3X4 2'8"8 Snow Criteria (Pg,Pf in PSF) Def1lCSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): 0.005 B 999 360 Lu: NA Cs: NA VERT(TL): 0.007 B 999 240 Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.946 TPI 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: 16.01.018.0614.20 11 STATE QF 40 01 5A 38 FF 58 81 BO BB 7F49 00 99.2E 85 FB 'rtts item hsms bcmek :,nnd: wafnd ixS m2,%t7 martinca, �(aL. ttc. rratxzl nn tAa shawra nip u^,aas a ssr&.i s ent5cazkaa saie. wasmcd ccpaTcfrhos dactr %tmvncat=W&=d zrintiand t�hd me tovwfWca=ydedmrsk dins_ ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 435 /- /- /- /- /- D 785 I- I- l- l- 16.0 F Min Brg Width Req = - D Min Brg Width Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 1 0 B-C 1 0 Maximum 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 qquire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety. Information, by TPI anc7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro any WWe'. ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, e'. AooTv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (refer to a division of TPI 1; orfor h acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS008 1. 4EHBTruss Label:yde FP 1 "D" OL OW /DR Horton /4EHB Hayden-2 i 01 "D" OL O I Wgt 1145.E Ibs I FROM: DJH 89 / T33 / SY42 I DRW. 10130/17 I 7'3"8 7'3"8 1112X4 2XA4(R) = B 6 -` 8 AE v =2X4(R) 1 s AF AC AD =5X6 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 I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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 pit at 0.00 to 10 pif 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. W b t t dbl d" I 9-3"8 15'11"12 2' 6'8"4 f 13"11'3"12 I I VY12 1112X6 W=3X4 112X4 1116X8(R) 1112X6 C D E F G H I_ ABM -5X81114X10(R) =4X4 W=3X6 19'11"8 19'11"8 3'11"12 N 3 1-2 -- 1'6" -+— 2'5"12 1 2X4(R) =3X4 1112X4 =5X10 =5X8 1112X4 M N O P Q W V U T S 1114X4 =5X8 ow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.453 H 516 360 AD 1165 / - / - I- 1- / 7.5 NA Cs: NA VERT(TL): 0.708 H 329 240 R 1440 /- / - /_ /_ 14.0 3w 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 de / Misc Criteria Creep Factor. 1.5 Bearings AD & R are a rigid surface. g Code: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate. I Std: 2007 Max BC CSI: 0.967 p Factors Used: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) 'RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. to Type(s): A- B 1 0 1-1 0- 5184 EVE VIEW Ver: 16.01.016.0614.19 B- C 0 -2057 J- K 0 0 C- D 0- 3666 J- L 0- 4901 D- F 0 -3666 L- M 0 -4317 E-F 0 0 M-N 0 -4317 F-G 0-5211 N-O 0 -2618 G-H 0-5217 O-P 1 0 H - 1 0 - 5209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ ' AD -AC 1142 0 X - W 5116 0 AC -AA 2957 0 W-V 0 0 ev AB -AA 0 0 W- U 4715 0 ` my AA- Z 45M 0 U- T 3751 0 Z No 047182 Z- Y 4503 0 T- S 3751 0 Y-X 5217 0 S-R 1434 0 Oft a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W&IV, STATE OF AU AE-AF 0 -3 J - W 0 -298 A-AD 0 -42 W-L 259 0 AD-B 0-1589 L-U 0 -540 B -AC 1273 0 M- U 0 -76 AL AC- C 0 -1252 U- N 727 0 S )Oil C-AA 963 0 N-T 22 -4 D -AA 0 - 79 N- S 0 -1589 e s are square cu excep iagona s or as otherwise shown. 40 015A 38 FF 5B 8180 88 7€ 48 00 99 2E 85 F$ AA- F 0 -1138 S- O 1648 0 Truss must be installed as shown with to chord P u p. rfxtsttemAazkcmeixctrjned clad by r taarttr ca eE(rL.L&.0471921Mtheda-M sflnwnA*=Wing a SR4aL F - Y 1536 0 O - R 0 -1995 =diantkvz�a M. Y- G 0 -1006 P- R 0 -34 H-X 0 -137 R-Q 0 -7 ?mtcd 4op6naftH4d e-.-.n.-n; not cermifssd op d=d sealad X-J 147 0 �C ifw;�iA.�auYYimzsdcaA�sc�9aeauel(miarerif�cses�deztmrt " bias.. —WARNING** READ AND FOLLIOW ALL NOTES ON THIS DRAWING! *'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachurigid 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. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildint�Components Group Inc. hall 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�9e. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For mnre information see this iob's General notes oaoe and these web sides: ALPINE: www.alDinertw com: TPI: www.tpinstorm SBCA www.sbcindustrV.com; IM. www.iccsafe.org_ Job Number: 136DCS008 Ply: 1 SEQN: 6816811 T47 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: DJH DRW. Truss Label: FT8 Wgt 86.8 Ibs / ... 10/30/17 1'2"4 (AP) qqA B C D E F G H I J K L M F=2X4(R) _=2X4(ARR 1 y'8 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 " T, _ 168" 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 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1611"8 ol Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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): 0.001 A 999 360 N" 110 1- / - / - Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 Z Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 A - - Bearing Z is a rigid surface. HORZ(TL): -0.001 A - - /- /188 �I 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: 16.01.0113.0614.19 E- F 1 0 K- L 1 0 F-G 1 0 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 0 -2 T-S 0 -1 Y-X 0 -1 S-R 0 -1 X-W 0 -1 R-Q 0 -1 W-V 0 -1 Q-P 0 -1 0 a,.� .:gym ° ns, V-U 0 -1 U-T 0 -1 P-O O-N 0 0 -1 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 0471.62, AA -AB 0 -2 N - M 0 -8 A-Z 0 -43 M-N 0 -49 ' Maximum Gable Forces Per PI ( Ibs STATE Gables Tens.Comp. Gables Tens. Comp. B-Y 0 -141 H-S 0 -133 �gri C-X 0 -132 I-R 0 -133 IONA E-V 0 -133 K-P 0 -134 $# 0 0 F-U 0 -133 1 0 -133 GERAL #: G - T 0 -133 40015A38FF51381 B0BS7F4800992E85FB VnU haraahubem ek zhmned'ard :;eafed 6y B.rarasef Marttnrs, :FE K. Lk. xaaIR21antiodatazImvsaabx wingasHxa asadsearcr3kass..rxio. crested crpixad&&d�a;�untwa not crsas1ecrsd:ifuzi2z lad =n also SR�l 40Mastbswdf�dm"ydeamnk CMIAL '"'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, b TPI ane'SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prop eXry 5id 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 JoinDetails, unless noted otherwise. (2efer to a division of rrr i,orrorn acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS008 I Ply: 1 SEQN: 622524 / T40 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2-7 I "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT9 I Wgt 114.8 Ibs .. / ... 10/30/17 5'2"4 7'2"4 T "8 16,8" 5'2"4 2' 1 2"4 913"8 �-1'3" —� P I VY12 1712 2,6" 25"12 —'1 2'6" --- 1'3" —� W=3X4 1112X4 1112X4 =3X6 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J K_ _318- 2X4(R) y 3y8 W V U T O�—''^c r-, `'` r O N I I M =5X6 , W=3X4 =4X4 -3X6 =4X4 16'8" Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS) Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 I - I -- BCLL: 0.00 Enclosure: NA hu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.043 M - - M Min Brg Width Req = 1.5 Mean Height: NA ft Code / Mi.. Criteria CreepFactor. 1.5 Bearing M is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing M requires a seat fate. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.856 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft � ep Factors Used: Yes Max Web CSI: 0.465 Loc. from endwall: NA �T/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 ,NAVE VIEW Ver: 16.01 01 B.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H- 1 0 -2543 D- E 0 -2878 I- J 0 -1523 Value Set: 13B (Effective 611/2013) E- F 0 -2917 J- K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0 Plating Notes U- T 2267 0 Q- O 2885 0 All plates are 4X6 except as noted , d��e T - S 2263 0 O - N 2141 0 xx .� • +'• S - R 2878 0 N - M 874 0 Deflection t � 41 Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail '» Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. NO: 047182 , e Webs Tens.Comp. Webs Tens. Comp. MI 110 Additional Notes o A- W 0 -58 G- O 0 -465 AW + 2x6 continuous strongback. See detail W - B 0 -1214 H - O 0 -41 STRBRIBR1014 for bracing and bridging 40 B - U 881 0 0-1 547 0 recommendations. STAB r� 4 U- C 0 -1056 1- N 0 - 859 Webs are square cut except dbl diagonals or as%a C - S 976 0 N - J 902 0 otherwise shown. '.� - aR S-D 0 -348 J-M 0 -1217 Truss must be installed as shown with top chord up. w °- ram+ � $ R - E 67 -292 3 K - M 0 -- Q-G 220 - 55 L-X 0 40 01 3A 38 FF 56 8180 313 7F 48 00 99 2E 85 FB Miitem hA-,bm ar,:d=zladby4A.2mmlMartlmm �. (ri.. tu.nasFazl cn t?iE ds� shovers alxzwa ar�,g a sstT-s 2G'IEiCXiL�G7t�L 1. fi.. ft�.tmd..;memz1thkd memcrt= not c=likyodm mind and smzimd ins 3hee5�iA.& av2iaentioSinnur9c rmc5t 4am arm[3fidm� usy edcctivnk rsaMims. "WARNING— READ AND FOLl1OW 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 and'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilmp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents 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 drawing indicates acceptance of pro�esslona 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. Job Number: 136DCS008 Ply: 1 SEQN: 6761311 T45 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT10 Wgt: 42.0 Ibs / ... 10/30/17 6" 1'2"4 1 t2a4 3X6 = 3X6 = 3X6 A B C F E D =3X8 1112X4 =3X8 34"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W F 591 / - l - I - I - l - TCDL: 10.00 Speed: NA mph Pt. NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.019 B 999 240 D 697 / - / - / - / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.003 D - - D Min Brg Width Req = - Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf CreepFactor. 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 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber F- E 595 0 E- D .595 0 Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP #3 Lumber value set "1313" uses design values A - F 0 -28 B - D 0 -736 approved 1/30/2013 by ALSC F - A 0 -4B C - D 0 -179 F-B 0 -771 D-C 0 -28 Special Loads B - E 50 -12 M —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) ql TC-From 100 plf at 0.00 to 100 plf at 3.38 ' �e �� BC -From 10 pif at 0.00 to 10 plf at 3.38 . " + to TC- 917 lb Conc. Load at 1.8540, No 047102 IN Hangers ! Ties Kft (J) Hanger Support Required, by others ors ,e, Additional Notes " Webs are square out except dbl diagonals or as �� "STATE OF� r� otherwise shown. s ' ' Truss must be installed as shown with top chord up. N 0 RA SERAL# 40 01 SA38 FF 58 8180 BB 7F49 00 99.2E 85 FB W itctn teas &+seta etodroa4ux gs ad snafad by M2aad kPartfneX, nFL. uc."ns2{Exf taLad3Q.afit9Wta abaae a gaS3wl =thaat4xa33ea =d*. P54�tndcs srxrtim`s dzxt rxrsa aar"fss 6d awc thc. s+,: �v3henPicati¢rie aMust ha sxfif lrn ae :datrn —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 anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly BCSI attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise, kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIrrPI 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 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. Far more information see this does general notes page and these web sites: ALPINE: www.ai ineitwzom; TPI: www. inst.o ; SBCA www.sbdndu .com; [CC: wwwkesafe.orc Job Number: 136DCS008 Ply: 1 SEQN: 681686 / T46 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2 01 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT11 I Wgt 151.2 Ibs .. / ... 10/30/17 1'8"4 1 7'1"12 9-1"12 1 187'8 1'8"4 5'5"8 2' 9'5"12 1'3" 1'3"12 1'3"12 1'3" r I I----{�— 2's" --I� 1'4" �I I-- 2'5"12 �f� �f� �I� 2'6"--I---I W=3X4 =2X4(R) 1112X4 =5X10 =5X6 =4X10 =5X6 1112X4 1112X4 A B C D E F G H I J K L M N O ads `v =2M(R) B 36 � AA Z Y X W V U T S R Q P =5X8 =4X10 =5X6 =5X8 W=H0308 4X6C") 187'8 Loading Criteria (psf) Wind Criteria now 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 foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - / - / - / - 14.0 BCLL: 0.00 Enclosure: NA ! lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - / - / - / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3 Des Ld: 55.00 EXP: NA HORZ(TL): 0.071 P P Min Brg Width Req = 1.5 Mean Height: NA ft Bearings AA & P are a rigid surface.NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 9 9 TCDL: NA psf Bearing P requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.493 g q p Load Duration: 1.00 MWFRS Parallel, Dist: NA TPI Sid: 2007 Max BC CSI: 0.759 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.538 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 H -1 0 -4028 Wind Duration: NA WAVE, HS VIEW Ver: 16.01.01B.0614.19 B - C 0 -1769 1- J 0 0 Lumber C-E 0 -3179 1-K 0 -3209 Value Set: 13B (Effective 6/1/2013) D- E 0 0 K- L 0 E- F 0 --1849 4501 L- M 0 -1849 Top chord 4x2 SP #1 F- G 0 -4518 M- N 1 0 Bot chord 4x2 SP #1 G - H 0 -4025 Webs 4x2 SP #3 Lumber value set "'I3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Special Loads ,. AA- Z 1686 0 U- T 0 0 MA —(Lumber Dur.Fac. 1.00 /Plate Dur.Fac =1.00) t , g Z - X 2664 0 U - S 3705 0 TC-From 100 plf at 0.00 to 100 plf at 18.50 Y - X 0 0 S - R 3705 0 BC -From 10 plf at 0.00 to 10 plf at 18.50 ' � TC- 591 Ib Conc. Load at 1.81°�mc • -- X - W 3786 0 R - Q 2632 .0 W- V 4518 0 Q- P 1038 0 No Plating Notes 0 V-U 4514 0 Aw MP All plates are 4X6 except as noted. w e Maximum Web Forces Per Ply (Ibs) (•")1 plate(s) require special positioning. Refer to v Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning , w requirements. 1 ; STAB or-, -AA 0 -67 U -1 445 0 00 0 v - AA- B 0 - 2248 1- R 0 - 675 Deflection B-Z 805 0 K-R 0 -58 Max JT VERT DEFL: LL 0.31" DL: 0.17". See detail v - � . Z - C 0 -1192 R - L 785 0 Additional DEFLCAM6Not s1014 for camber recommendations. X- E C_X710 -841 Q M 1129 1�0 E-W 954 0 M-P 0 -1444 + 2x6 continuous strongback. See detail 40 01A3 IF6 58 8� 11g 7 4t3 00 99 2E &S FB W - F 0 -445 N - P 0 -42 STRBRIBR1G14 for bracing and bridging V - G 92 0 O -AB 1 -3 recommendations. °,r'AA M.WnW G - U 0 -638 �£ (Ft. trs..tt+27S83.! Un erushaeert �txs.^� u^rg a st3iwi Webs are square cut except dbl diagonals or as aft anocat&ascadc. otherwise shown. Truss must be installed as shown with top chord up. xs6 the 5:.'=Rr2 �r.3henraY,�xsrcada nut to-¢ ssedfSed aesyae9cctmDk "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT'" FURNISH THIS DRAWING TQ ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) 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 attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings l60A-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 1, or for handling shipping, installation and bracing of irusses.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 dawing 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 Dane and these web sties: ALPINE: www.alDineitw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.mm: [CC. www.iccsafe.om Job Number: 136DCS008 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 .. / ... 10130/17 7'11"4 7'11"4 9-11"4 21'3"8 2' 11'4"4 �31 � 1712 " I 2'1"4 F-L 1 1112X4 =4X4 2X4(R) =4X6 1112X4 =6X8 1112X6 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4 A B C D E F G H I J K L M N O P -(- a AD =2X4(R) _v AE 1 3'8 AB AA Z Y X WV U T S R Q AC =5X8 1115X6(R) 1112X6 W=H0308(I) =4X10 =4X6 =3X4 21'3"8 -1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.450 X 554 360 AC 1157 /- /- /- /- 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 /- / _ / _ / _ 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.096 Q - - Q Min Brg Width Req = 1.3 Mean Height: NA ft Noffit: 1 00 Code / Misc Criteria CreepFactor. 1.5 Bearings AC & Q are a rigid surface. TCDL: NA psf . Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.896 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.632 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 1 0 1-1 0 0 Wind Duration: NA WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2048 I - K 0 -4524 Lumber C- D 0-3612 K- L 0 -4524 D-F 0-3612 L -M 0 -3612 Value Set: 13B (Effective 6/1/2013) E- F 0 0 M- N 0 -3612 Top chord 4x2 SP #1 F - G 0 -5233 N - O 0 -2045 Bot chord 4x2 SP #1 G - H 0 - 5253 O - P 3 0 Webs 4x2 SP #3 H -1 0 -5012 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Plating Notes-� All plates are 5X6 except as noted. lrq�e AC -AB 1137 0 W - V - 0 0 e � AB- Z 2925 0 W- U 4840 0 o (1) - plates so marked were sized using 0 /o Fabrication Tolerance, 0 degrees Rotational" ° " AA Z 0 0 Z Y 4326 0 U - T T S 4840 0 4192 0 Tolerance, and/or zero Positioning Tolerance. 40 047102$� - Y- X 5253 0 - S- R 2927 0 UP Deflection 0 X- W 5248 0 R- Q 1134 0 Max JT VERT DEFL: LL: 0.45" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. � a Maximum Web Forces Per Ply (Ibs) Additional Notes STATE Webs Tens.Comp. Webs Tens. Comp - ' AD-AE 0 W - 1 454 -14 + 2x6 continuous strop back. See detail -3 STRBRIBR1014 for bracing and bridging recommendations. e + %� A -AC 0 -42 AC- B 0 -1583 I - T T- L 0 -438 462 0 Websare squarecut except dbl diagonals or as AB 12660 ABC -121 L S �8B 0 shown. otherwisail e Truss must be installed as shown with top chord up. C-Z 934 0 D - Z 0 -102 S-N N - R 931 0 0 -1227 40 015A 38 FF 53 81 BO 8B 7F 48 00 99 2E 85 FB Z - F 0 - 968 R - O 1266 0 ixitaw uss eromkctaanfcap ndd=aaxlc�?by a 7Mtarttnca F-Y 1328 0 O-Q 0 -1582 uc.047:axjannedate stwwnaba u gass i Y-G 0 -602 Q-P 0 -15 zs„th cnr;scaaa sada, X-H 274 -118 P-Q 0 -44 Prwrd cWhnafffih eio_oratat not C=i&aad tit ra=dsealad H-W 8 -665 aase' fhc �..�,�§ au-ii7en `4sat2aa ce�fa rara�s �ar7fsad cxtaaag �ectm� - c�9os. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building pent Safety Information, bV TPI anr7 SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI._ Unless noted o'therwise,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, 67 or 610, icable. Apply pales to each face of truss and position as shown above and on the Joint Details, unless noted othervvise. (2efer to Is i60A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. . this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability d use of this swing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. more infonnalion see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe. Job Number: 136DCS008 I Ply: 1 SEQN: 622580 / T52 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2ij01 "D" OL O Qty: 2 FROM: DJH DRW. Truss Label: FT13 I Wgt: 168.0 Ibs / .. 10/30/17 7'11 "4 9'11 "4 217" r 7'11"4 + 2' + 117"l2 J 2-6"12 { 2"8 { 2'6"12 --1 Z6"12 =4X6 =5X8 W=3X4 1112X6 =3X4 =4X6 ADA B C D E F G H I J K L M N =X4(R) =X4(R) 1 (R) =2X4(R)X4ss IAC I 610 X8 -6X6 III X6 I W=HO 08'L^� 104X6(R) W=3X6 4X4 S IIIX6 =6X6 =6X8 11112X6 0IX6 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 91 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as othervvise shown. Truss must be installed as shown with top chord up. 217" )w Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (lbs) NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W NA Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 I - 1- I - l - l 7.5 NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 / - / - / - / - / 7.5 Iw 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 ie / Misc Criteria Creep Factor. 1.5 Bearings AC & O are a rigid surface. g Code: FBC 2014 RES Max TC CSI: 0.659 Bearings AC & O require a seat plate. Std: 2007 Max BC CSI: 0.782 Factors Used: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply (Ibs) RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ le Type(s): A- B 0 -1133 G- H 0 -5403 VE, HS 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 -460 J- K 0 -4446 E- F 0 -4625 K- L 0 -087 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 509 0 AB -AA 2266 0 U - T 5309 0 �ax�sw AA-Z 3914 0 T-S 4949 0 -� Z- Y 3914 0 S- R 3916 0 ,"� Y- X 5400 0 X- W 5400 0 R- Q Q- P 3916 0 2264 0 'No 04.7.10- W-V 5411 0 P-O 31 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 0 T AD-AE 0 -103 H - T 28 - 342 s� A -AC 0 -1020 A -AB 1495 0 T- J J-S 350 0 0 -681 AB-1537 704 027 1109 0 K _ R 0 AA-D 0-1104 K-Q 0 -1101 SERALA D-Z 49 -3 Q-L 1116 0 D- Y 943 0 L- P 0 -1536 Aii 01 �}t $ FF 58111$1) 813 7F 48 00 99 2E S5 FB Y - F 0 -1160 P - M 1494 0 s1"9t horn.lva5.c�s�akzr'seasdca:'°sSg+edS:cafadltr�eitar�za•96aartpoxz. F-W 330 -66 M-O 0 -1020 Pen. tic.gtltsz{rmnadaft lfm a abaft trinsas3t>A G-V 0 -320 N-AF 0 -103 za.�34sentlxaxtaax9a. V - H 562 -248 Piktad eaptn rarehss da =mmt not cestd&nd;i�d mati=1ad axad ih�eS'i:Ari �ui3scnika3icarscu¢mezE 4a�arif�:d:cat acryc9sctraab: sapina. "'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 anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Appty 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. l hall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro&sslonat 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. Job Number: 136DCS008 I Ply: 1 I SEQN: 681690 / T49 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT14 Wgt: 114.8 Ibs Page 1 of 2 / .. 10/30/17 �— 1'4" —� (TYP) =-2X4(R) ". A B C D E F G W=3X4 H I J K L M N O P W=3X4 2X4(R) Q R 21'7" mi 21'7" >X4(R) Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T" 109 / - / - /- /- 1259 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Big Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. Des Ld: 55.00 EXP: NAght: NA ft Mean Height: HORZ(TL):-0.000 R - - NCBCLL: 10.00 TCDL: psf Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.018 A - B 0 0 J - K 0 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 0 K - L 0 0 Loc. from endwall: NA Ff/RT:20(0)/10(0) Mfg Specified Camber: C - D 0 0 L - M 0 0 I: NA GCpi: NA Plate Type(s): D- E 0 0 M- N 0 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 0 0 N- O 0 0 Lumber F- G 0 0 O- P 0 0 G-H 0 0 P-Q 0 0 Value Set: 13B (Effective 6/1/2013) H- 1 0 0 Q- R 0 0 Top chord 4x2 SP #1 1-1 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "1313" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC AK-AJ 0 0 AB -AA 0 0 Bracing AJ-AI 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the buildings ��veaa AI-AH AH-AG 0 0 0 0 Z - Y Y X 0 0 0 0 designer. y W AG-AF 0 0 - X- W 0 0 AF-AE 0 0 W V 0 0 Fasten rated sheathing to one face of this frame. e' No 047182.. - 0 AE-AD 0 0 V-U 0 Plating Notes. m. AD -AC 0 0 U -T 0 0 All plates are 2X4 except as noted. AC -AB 0 0 Additional Notes No STATE 't Maximum Web Forces Per Ply (Ibs) Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp. otherwise shown. a a. �, AL 0 R-T 0 Truss must be installed as shown with top chord up. 4*, , � y �0 � o -AM A -AK -5 0 -54 S -AN 0 -54 -5 Maximum Gable Forces Per Ply (Ibs) SERIALA Gables Tens.Comp. Gables Tens. Comp. 40 01 SA 38 FF 5B 81 BOBS 7F48 00 99 2E 85 F5 B -AJ 0 -142 K -AA 0 -133 Mix itumhu bvm am&=-misdhft MA .A Warttnm C-AI 0 -132 L-Z 0 -133 -(rt.Uc.vsr£salazrthed%stwwaaba-v,&gaSHAAL D-AH 0 -134 M-Y 0 -133 axthemt3caH.usie, E -AG 0 -133 N- X 0 -133 tedcWtKaekkiosua�aata Aat �016=d vencdmAmhd F-AF 0 -133 O-W 0 -134 amthe S;A.«z salt+entk i=cc4e rawA bit wmfzad ratan: adectmoz G -AE 0 -133 P - V 0 -132 cr,dm H-AD 0 -133 Q- U 0 -142 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss ANSI PI 1, for handling installation bracing in conformance with or shipping, and of trusses.A seal on this drrawing or cover page_ , listing this drawing indicates acceptance of pprol essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com: TPI: www. inst.o ; SBCA' www.sbcindu .com; [CC: wwwkesafe.orcl Job Number: 136DCS008 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 Truss label: FT14 I "D" OL O I Ply: 1 Qty: 1 Wgt: 114.8 Ibs SEQN: 6816901 T49 / SY42 FROM: DJH Page 2 of 2 DRW: 1 .._ 10/30/17 J -AC 0 -133 a as �, TAT E OF v "e "�164,041nwlvo wAN SERIALt 40015A38FF5381BOBB7F4800992E95F6 Tfskllemh btervcrec#�s tredaml=zladby Va=t3 Markhm z"£fZ Uc.C4nszl en ftdatcahawa abam gaSHA,3 iz.'4h tmtca.ttaua caa5t. n,Wlmd cophnc4thk do=nrAzm mot cssmietsmd xtgmAdand mbd Itvzs silo attf tnt cat4tuctt�e n--t by �arlf -d m mirdectmA: cmdlal- "WARNING" READ AND FOLLOW -IMPORTANT'" FURNISH THIS DRAWING TO ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9quire exVeme care in fabricatingg handling shipping, Componen[ Safety Information, by TPf toF safety installing and bracing. Refer to and follow the latest edition of BCSI (Building to these functions. Installers shall temporarryy anc7�SBCA) bracing per BCSI., Unless noted oytherwise,top chord shall have practices prior performing provide properly attached structural sheathin and bottom chord shall have a properly bracingg insyalled BCSI B3, B7 810, ara chetl ric]id ceiling Locations shown for permanent lateral as applicable. Apply plates to each face of truss and position restraint of webs shall have per sections or as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITW BuildingpComponents Group Inc. hall truss in conformance with ANSIrfPI 1, or for handling shipping, not be responsible for any deviation from this drawing,any failure to build the installation and for of Vusses.A seal on this drawing or cover page_ Ithis drawing indicates acceptance of prota Siona and use of this thawing for any structure is the responsibility , engineeringg responsibility solely for the design shown. The suitability of the 8uiiding Designer ANSIITPI 1 Sec.2. For more Information see this'ob's enerel notespageand the web sites: per ALPINE: www.al ine4tw.com; TPI: www. inst.o : SBCA: www.sbcindus .cem: ICC: www.1cmafe.o M Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT15 3 12 14" (TYP) A B C D E F G Ply: 1 SEQN: 6845391 T51 I SY42 Qty: 1 FROM: DJH DRW: Wgt:127.4lbs .. / W=3X4 H I J K L M N 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6W=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 Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Durafion: 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 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"8 187'8 10/30117 2X4(R) O P- 38 3'8 Snow Criteria (Pg,Pf in PSF) DefifCSl 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(fL):-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 Std: 2007 Max BC CSI: 0.009 A - B 2 0 1-1 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 J - K 2 0 FT/RT:20(0)/l0(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 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AH-AG 0 -2 Z-Y 0 -2 AG-AF 0 -2 Y - X 0 -2 ' it AF-AE AE-AD 0 -2 0 -2 X - W W-V 0 0 -2 -2 . ree �� AD -AC 0 -2 V-U 0 -2 4 a AC -AB AB 0 -2 0 U-T T-S 0 0 -2 w No ,� -AA -2 S-R 0 -2 AA-Z 0 -2 -2 ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. STATE OF A-AH 0 -67 Q-AI 0 -2 w P - R 0 -50 Maximum Gable Forces Per Ply (Ibs) 1, Gables Tens.Comp. Gables Tens. Comp. #y 6 4 O GERJA . B-AG C -AF 0 -133 0 -134 J-X K- W 0 0 -133 -133 4001 SA 38 FF 55 81 BO BB 7F 48 00 99 2E 95 FB D-AE 0 -133 L-V 0 -133 TkA lut kaa iacan tkdronkmlt*nad xd a atad by Maraal taartb=, E -AD 0 -133 M - U 0 -133 %£ (FL. t c.gd71921 on thaCaaz:.sltaeia abaan se kig 3 5RA-i F -AC 0 -133 N - T 0 -134 ailtcnezazxesa. G -AB 0 -133 O- S 0 -133 i3atod copra:'thdao8aaranntcsaicxmsd eland sea�d H-Z 0 -133 and tlse A.dE ax€tbenCua cn coda rnv traa sxrif lznwidoatmnk flax. **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 anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfPI 1, or for handling shippinq, installation and bracing of trusses.A seal on this dgrawing or cover page. listing this drawingg indicates acceptance of pr )ressiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this Ws general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www.iasafe.o Job Number: 136DCS00B 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-260I Truss Label: FT16 IPly: "D" OL O I 1 Qty: 8 Wgt 128.8 Ibs SEQN: 688749 / T48 / SY42 FROM: DJH DRW: / ... 10/30/17 7'1 "12 911 "12 18'7"8 7'1"12 2' 14 978 4f1 a M � I �3 _L2 3"1y I.17, _'� f'— Z'S"12 13"12 1'3"12 =5X6 =2X4(R) 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M -� N 3 -2X4(R) 1 38 Z Y X W =5X6\) U T S R Q P O 1114 (R1 =4X10 =5X6 W=3X4 18'7 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL¢ 10.00 Speed: NA mph P�t NA Ce: NA VERT(LL): 0.313 T 694 360 Z 1025 / - / - 1- / - / 4.0 BOLL: 0.00 Enclosure: NA Llf: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 /_ / - /_ / - / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.060 O - - O Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 1.5 Bearings Z & O are a rigid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seal late. 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.793 Spacing: 24.0 " C&C Dist a: NA It RFactors Used: Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply y (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 3 0 G - H 0 -3600 Wind Duration: NA WAVE VIEW Ver: 16.02.01D.0314.13 B - C 0 -1276 C- D 0 -1276 H -1 I- J 0 -3600 0- 2996 Lumber D - E 0 -2648 J - K 0 -2996 Value Set: 13B (Effective 6/1l2013) E-F 0-3818 K-L 0 -1744 Top chord 4x2 SP #1 F- G 0 -3831 L- M 1 0 Bot chord 4x2 SP #1 Webs 02 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens.Comp. Chords Comp - Tens. Camp_ approved 1/30/2013 by ALSC Z-Y 319 0 T-S 3831 0 Plating Notes Y- W 2096 0 S- R 0 0 All plates are 4X6 except as noted. � " 04, �s X - W 0 0 W- V 3303 0 S - Q P 3440 0 2474 0 Deflection` �"� �? V- U 3301 0 Q- P- O 985 0 a$ U T 3831 0 Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail No - DEFLCAMB1014 for camber recommendations. - Additional Notes.' V to Maximum Web Forces Per Ply (Ibs) m Webs Tens.Comp. Webs Tens. Comp_ + 2x6 continuous strongback. See detail wwA STRBRIBR1014 for bracing and bridging - Z 0 -33 G - S 33 -570 recommendations." STATE a Z- B 0 -1035 S -1 361 0 Webs are square cut except dbl diagonals or as °gal+4� B - Y 1301 0 C-Y 0 I - Q J-Q 0 -604 0 otherwise shown. ¢ ��*+�� -105 -53 Truss must be installed as shown with top chord up. �` Y-D 0-1115 760 Q-K 709 0 . P -10100 W E 909 - L 1056 o SERIAL* E-U 879 0 L-O 0 -1371 40 015A 38 FF 55 9160 BB 7F 49 00 99 2E 95 FB U-F 0 -281 M-O 0 -42 T - G 206 -171 N -AA 0 -3 Raz been rravraaYgs ,ned and scaled W W.,.c7 mist". �.. tte, etstaa:l oEt�lc�7arain a6evon u.Seg a 5H,'w3 �Item Cff,Ci3irP £fie. starmarr4cxrsi a8iVwd1am9scaled oftadcrpmsaftiisd`xer tF,�s�Aas�+enC�'ag3csc ca�ammt 8a �etifkxi aisayrz'�cctrmnl: -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 f Safety Information, by TPI anti SBCA) for 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 pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Afply plates to each face of truss and positign as shown above and on the JoinfDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. M Job Number: 136DCS008 Ply: 1 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: 64.41bs .. / ... 10/30/17 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 " 17' --}-- 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 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 STRBRIBRI014 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" 10'4" Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria Pg: NA Of: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.000 I 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 J ♦ Maximum Reactions (Ibs), or "=PLF Loc R I /Rw /Rh /RL /W J` 109 /- /- /- /- 1124 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 I 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 xa o ae� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a�4 IV,.� A-R 0 -60 J 1 0 8 1-1 0 -41 - - Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. .Nw , B-Q 0 -124 F-M 0 -133 tO + STATE F � C-P 0 -136 D-O 0 -133 G-L 0 -136 H-K 0 -124 * P E-N 0 -134 40015A38FF5091B0BB7F4900 99 2€851`13 ThititershsiL.ctteelecim sdgnedamistaledbyizu..1mzmm", FE (M uc. V7i821 on the dm'howm abom tabs a SFA•I aa^ds ant�taaieTt szvda, 7a'mtsd e�nez�rttaa dterxssr.�am nat<ra�im�md �nt� snd sralad xaad cf�. .&3 ss.Yftent'�S;e cue meat tmxrrffacdjury detrwk rnslda. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, > e.- Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of im T,or Torn acceptance any structure for failure to build the g or cover page in. The suitability ®Boise Cascade Double 1 D BC CALC® Design Report Build 6080 Job Name: 4EHB Hayden D Address: Lot 8 Creekside 136DCS008 City, State, Zip: , FL Customer: Code reports: ESR-1040 BO 14" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 y 11 span I No cantilevers 1 0/12 slope October 30, 2017 09:40:56 File Name: 136DCS008-Beam.bcc Description: DesignslBM1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: 20-07-08 Total Horizontal Product Length = 20-07-08 B1 Reaction Summary (Down 1 Uplift) ( Ibs ) Bearing Total BO, 6" 5,818 B1, 7-1/2" 5,424 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 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 Controls Summary Value %Allowable Duration Case Location Pos. Moment 25,803ft-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 I Support Member Material BO Wall/Plate 6" x 3-1/2" 5,818 lbs n/a 36.9% Unspecified B1 Wall/Plate 7-1/2" x 3-1/2" 5 421 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. ®Balsa 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 October 30, 2017 09:40:56 BC CALC® Design Report Build 6080 File Name: 136DCS008-Beam.bcc Job Name: 4EHB Hayden D Description: Designs\BM1 Address: Lot 8 Creekside 136DCS008 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �+I Li b d Completeness and accuracy of input must be verified by anyone who would rely on a • T • • output as evidence of suitability for particular application. Output here based on building code -accepted design c 1 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 a minimum = 2" c = 12" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 6" BC CALC®, BC FRAMER®, AJS-, Calculated Side Load = 440.0 Ib/ft ALLJOIST®, BC RIM BOARD- BCI® , BOISE GLULAMT, SIMPLE FRAMING Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM®, VERSA -LAM®, VERSA -RIM g p p g PLUS®,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 g 1 - Top Loaded Only Comecdon Double 1-3J4' Versa -Lam 49*iar See below min. When 2 pieces of I- ' Versa-Lanfare loaded from above: Nail 9-1/2' and 11 M beams w/ 2 - rows 16d box or sinker Halls. Nai114'.16' and 1 S' beams w/ 3 - rows 1 6d box or sinker Trails. Nail 24' beams w/ 4 - rows 16d box or sinker Trails. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = "0 Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 mph Wind Speed. 15' Mean Heloht. Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace it (2) 2x4 'L' Brace x (1) 2x6 'L' Brace r (2) 2x6 'L' Brace Wit Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p r S i- f #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' V 7' 8' 7it' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' 17 p HF Standard 3' 8' 4' 11' 5' 3' 6' 7' TV 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10' 1 6' 7' 6' 10' 7' 9' 8' 1' 1 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 1 5' 3' 5' 7' 6' It' 7' 5' 1 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' r D r L Stud 3' 9' S' 3' S' 7' 6' 11' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 8' 4' 8' IS' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6- 7' 9' 8' 10' 10, 7' il' 0' 13' Ill 14' 0' 14' 0' 14' 0' _ t J S P F F #3 4' 2' 7' 1' 7' 9' 8' 9' K9'4' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' o H Standard 4' 2' 6' V 6' 5' 8' 1' 10' 5' to, 10, 12, e' 13' 7' 14' 0' 14' 0' 61 4' 7' 7' 7' 7' 11' 9' 0' 10, 0' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' to, 10' 7' Ii' 0' 13, 1]' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' ]' l0' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F L Stud 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' !0' 6' 10' it' 13' 4' 14' 0' 14' 0' 14' 0' _� Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' to, 10, 11' 10, 12' 7' 14' 0' 14' 0' 4 r #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P r #3 4' 7' 1 8' 2' 0' 5' 9' 8' to, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' LD J 1� Stud 4' 7' 0' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H 1 1 f Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11, 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X S P 141. 5' 1' 0' 5' 8' 8' 9' 11' 10, 3' it, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10, 8' 3' 8' 7' 9' 9' 10, 2' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9'8'10, 1' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' DF L Stud 4' 9' 7' 4' 7' 10' 9'8'10, 1' Ell 12' 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' It' 8'e' 9' 3' 12' 0' 13' AbouttL able Truss Diagonal brace option, vertical length may be do sled when diagonal - - - - - - - 18__ brace Is used. Connect Ldiagonal brace for 600# Lat each end. Max web Brace t total length Is 14'. 2x6 DF-L #2 orbetter diagonal TVertical length shown I bracer singleIn table above. or double cut L 45' (as shown) at upper end ontlnuous Bear Connect diagonal at ' midpoint of verticol web. Refer to chart above for i.1 WAMIN131r,a READ AND FDLLOW ALL NOTES DR THOS DRAVMM wwDWMTANTww FLRE(ISN THIS DRAW1W TO ALL C1MfRACTDRS D(CLUDING THE DISTALLERL �\`t Trusses require extreme care In fabrkottrig, handUng,-shipping, blstalting and bracing. Refer to and Follow the latest edition of SCSI (Bullding Component Safety Information, by TPI and SBCA) for,.safety praetkes prior to performerg these functlons. Installers shill provide temporary hra[ina per BCSL Unless noted otherwise, top chord shalt have property attached structural shw)2 and bottdn chord _� 9,.* restraint of webs Location.43,117sham For pernnnent LateApply shall have a property attached 11 1 87 as applicable. Apply to sell face -' O d �� rg plates sections plates; or D$10,et sand m the shall have hrocNg Installed per above of trand pos1tlon as shown above and on the ions. DBtn0.s, unless noted otherwise. R.,,,-,S, dnwVgs 160A-Z for standard plate positions = AN 1TWOOMPANY Alpine, a division of ITV Bullding Cemponents Group Inc shall not be r-p-1 le for -y deviation from this dradng, any failure to build the truss In confornonce with ANSI/TPI 1, or for hantiling, shbpng, Installation A bradng of trusses. A seat on this drawtrg or cover page Dstb,g this drawbg, indicates acceptance of prof esslor al ,�i l' ergtrieer4rg re solNY for the design shown. The sWtablUty and use of tNs dra" ithe for ony strueWre is responsa,Wty of the Blltdtrp D..Wner per ANSIiTPI 1 SecE 133H9 Lakefrenl Drive City, M063045 For more Information see this Job's genera( notes page and these web sites Earth ALPD(E,-aiptrwltwx", TPh www.tpinstarg, SBCW wrmsbclndustry.org) DA wwwlccsafearg Bracing Group Species and Grades, Group AI S ruce-Plne-Fir Hen -Fir R1 / #2 Standard #2 Stud #3 Stud 1 #3 IStandardi Dou las Fir -Larch Southern Pinery, N3 #3 Stud Stud StandardI Standard Group B, Hen -Fir Nl 6 Btr #1 Do u Ins Flr-Larch Southern Plnerrr RI #I #2 #2 lx4 Braces shall be SRB (Stress -Rated Boartl>, rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable I russ Lie -tall. Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) rolls. )K For (1) 'L' brace, space ..Its at 2' o.c. In IS' end zones and 4' c.c. between zones. )IE)KFor (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 Gable Vertical Plate Sizes Vertical Lennth No Splice + Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detaft. ns1�Ai� tiF MAX. TOT, LD, 60 PSF MAX, SPACING 24,0' EF ASCE7-10-GAB16015 ATE 10/01/14 RWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ors 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 flrn lPn mnh Wlnd CnP 1. 3n' Moan Hoinht. Pnrtlnii,, Fnrincod. Fvnncuro n. K,,t = 1.nn S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace r (2) 2x6 'L' Brace et Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - n S P F #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' HF Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' t' 11' 2' 11' 11' 13' 7' 14' 0' Q% Q Standard 3' 6' 4' 7' 4' 1t' 6' 2' 6' 7' 8' 4' B' 11' 9' 6' 10' 4 13' V 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' it, 9' 3' Ill 9' 12' 2' 13' It' 14' 0' —j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12' 0' 1 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' a, 9' 9' 1' 10, 1' to, 10, 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' TV 8' 3' 8' Ill 9' 7' 12, 2' 13, 0' _U (� #1 / #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' _P _ S I— F #3 4' 0' 6' 7' 7' 5' B' 4' 8' S. 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' i U H Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' D' Q) O I I Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 1 9' 11' 10' 4' 11' t0' 12' B. 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' S' Il' 6' 4' 7' 11' 8' 5' to, 0' 10' 5' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' ill 5' 14' 0' 14' 0' 14' 0' 14' 0' u U LJ F Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10' I1' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O I� Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' B' Ill 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' Ill 0' 11161 14' 0' 14' 0' 14' 0' 14' 0' �—+ D F L Stud 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14, 0' 14' 0' Standard 4' 5' 6' V 6' 5' e' 1' 8' 7' 10, Ill 11' 5' 12, 8' 13' 7' 14' 0' 1 14' 0' Bracing Group Species and Grades Group At S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud 1 1 03 lStQnd.rdj Do u Ins Fir -Larch Southern Plnewtw #3 #3 Stud Stud Standard Standard Group BI Hem -Fir #1 & Btr al Dou las Fir -Larch Southern Plnewmw at a1 R2 a2 lx4 Braces shall be SRB (Stress -Rated Board). rxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gral2f. Gable Truss Deto.il 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. AFYoutjt_ Attach 'L' braces with 10d (0,128'x3.0' min) nails. )K For (1) 'L' bracet space nails at 2' ac. able Truss In IS' end zones and 4' o.c. between zones. )1()#Fcr (2) 'L' braces- space nails at 3' o.c. Diagonal. brace optlont In 18' end zones and 6' o.c between zones. vertical length may be T doubled when diagonal 18' )K 'L' bracing must be a minimum of 80X of web brace Is used. Connect L member length. diagonal brace for 6900 Gable Vertical Plate Sizes at each end. Hex web Brace total length is 14'. zj )K)il 1�m Vertical Len th No Splice I 2x6 DF-L #2 or t' Less than 4' 0' 2X4 better diagonal 'r -�"' Greater than 4' 0', but 4X4 Vertical length shown bracer single B, )K NM less than t2' 0' In table above. or double cut 45• (ins shown) at L 1n *Refer to common truss design for upper end, u U u U peak, splice, and heel plates. ontlnuous Hearing Refer to the Building Designer for conditions at Connect di vertical midpoint of vertical web. Refer to it11111111f chart above for max gt1tR'le rt(84 length, not addressed by this detail, —VARNINGisw READ am FmlOV ALL NOTES ON TMS DRAWING! w IKPWTANTww FURNISH THIS DRAVM 10 ALL CONTRACTORS INCLUDW THE INSTAIAERS. �` )` � �J, '. REF ASCE7-10-GAB16030 Trusses require ewtrene core h Pabrk:ating, handling, shipping, installing and brocing. Refer to and fallow the Intent eItll of I ll (B 1ng Com111 Safety Information, by 11 and Ill for safety `� \ i �\ Gly�1� i DATE 10/Ol/14 practices prior to periorning these functions. Instollers shall provide temporary bracing per BCSL `��t�.` DRWG A16030ENC101014 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shalt have a properly attached 401d eeili g. Lacattshown Per permanent lateral restrolnt of ebs ons shad have installed SI 87 910, s mpipticoNe. plates to each Pace NoI Q �O per and position and os the t no dApplyot Re trues aM ppoosition os horn hove and to the ions, OetaGs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, AN IIWCCIMPANY Alpine, o division of ITV BWttling ConDonents Group Inc. shall not be responsible For an tlevlation from this drawing, any fdiure to bulld the truss h conformance dth ANSI/TPI 1, or for hendlina• shipping. c ATE CIF i .Q Q MAX. TOT. LD. 60 PSF t his ding f trusses Mst seek A seal on this drawhg or cover pope listing this droning, indicates acceptance of profrssWral engineering responsibility solely Par tM design sham The eWtob8lty and use of this drawing P w; ��, �O� .' r)-`®. - fl for why etn'uCtwre L^ the respansLWty of the Bu0.dirg Designtr per ANSVTPI 1 See2. MAX. SPACING 24,0' frontDrive Eanih C133 akeM063046 lY notes �Wg and vICG web �afvarg more Information l vsww.tplr this r�t.org�e ¢f pp��pp 13 �itat P BCA� w� .ebclrmrat p1.PWE��r+t.nlpineits.cont TPcteyl.orgle ww ctw �%I,YfI� 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, bte vertical length rater than 48' 'L' 'T' brace required ate 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 2X4 2X4 2X8 vNo 'T' brace required e I I In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nailss 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Rigid Sheathing Toenalled Nallss 10d Common (0.148'x3',nIn) Toenails at 4' o.c. plus 4 Nall (4) toenails In the top and bottom chords. IT. This detall to be used wlth the appropriate Alpine gable detail for ASCE Reinforcing wind load. Member ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, Al - - -- 51014—Al2g3005LOi4—A11030051014—A10030051014—A14030051014— Gable ru s Spaced At Truss ASCE 7-10 Gable Detall Drawings 4• o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803DENC101014, A20030ENCI01014, A20038END101014, A20030PEDIOID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. Ceiling 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -malt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length Cbased on appropriate Alpine gable detall>. Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 1 2x6 20 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 1,30 x 8' 7' = 11' 2' - V AN rI W COMPANY i3389L keW0dm 133d9LakedodOriwe wVARNING:a READ AND FOLLOY ALL HUM ON Un AIAVRA 1111mW13FITANT" FtIR!,= UU DRAVIMG m ALL LONIRACTURs VELUDING TW INSTALLots Trusses require extrem care In fabricating, handi6p, shipping, Installing and bracing, Refer to and follow the latest edition of MM GuRdtg Corpoment Safety L=fanntkn by TPI and SBpU for safety srnetices prior to perfornbp these functJons Installers shalt provide tonporory brndno per BCSL esa noted otherrolse, tap chord shall have properly attached siructurol aheatMng and bottan chord have a property attached right cactio Locations B7 shove for pecable. lateral restraint of .abs shall have bra Installed per BCSI sessions 83, 8T or 820, nt table. Appttlyxrptnwlstees to eadm face of truss and position as showrm above and an the Jolt Details, unless noted o Refer to drovtgs 16OA-Z for standard plate positions. Alpine, a division of ITV Building Components Grail Lrc shall not be responsble for any rrvbhm Fran this drawmM any failure to build the truss In conformance with ANSI/TPI 1, ar for handteq, shli0v, Installation & bracing of trustee A seal an this d•awtg or cover pn Usting this draww,g, Indicates accepcanty of professional S ,rtut e'we' fa' t{�r aks srom• Tee wing for Wy a 1s re waa ty of lidding Designer r NWI i i Sec�Z For more tvarnation see this Job's general notes pogo and these web sites. ALPIND ww walatelt.c l TPL www.tab terra. SBCA. rwr.d.ceduttrvare, ICU rrwJreeeia.ero ,,,+=u .tYP`'" E......... T �''t. ,. ,jFv••, -.,' . to aa'Ys88 �d, 1; y *- l "'•p4 r%AQ: nTAT'£ of zr4 ,G@ JONAL pr '0'=+=+_++_�+ «o.saeasanammao.s ---- , " — MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. 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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 purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss deslan drawing for olaavback and base truss soeclflcations. Detail A I Purlin Spacing = 24' o.c, or less 12 enas ana az cY max v.c. spacing to ve-uween. Detail B I Purlin Spacing > 24" o,c, EN 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box naps (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). .Purlin Spacing > (/ 24' o.c, max Full Chord Scab (Typical Each End) Chord Fiat top chord purlins required at Depth both ends, purlin spacing > 24' oz. Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. t wwVARNDVQse READ AND FULL13V ALL !SITES (IN TTDS DRAVI1Cd ewlitP6NT Tc• it/RISH TFDS DRAVINI' TI ALL CRNTRACTOn INCLUDING THE INSTALLERS 4' Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5'> and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the Poltowingh (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' naps, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' naps. Note, Nailing thru holes of wave plate Is acceptable. w In addition, provide connection with one of the following methods) Trulox Use 3X8 Trulox plates for 2x4 chord member, and 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' o.c. front to back faces. APA Rated Gusset B'xB'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) bd common (0.113'x2') malls 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 H2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box naps (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face B' o,c, Attach Eeeth to pplgg back at time of IF Attach to supportling truss with (4) 0.120'xl,375' malts per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. AR `1 - -17,% -1 Trusses require extreme care In Fabricating, handling, shipping, Installing and bracing Refer to and \� t� foltow the latest emtlon of RMI Q.Iding Cenponent Safety Information, by TPI antl SBCA) for safety C1 \GE procticvs prlor to performing These f—tlors. Installers chap provide temporary brads per BLSI. Uri a noted oth—I-, top chord hall hove properly attached structural shaatFJng and bottom chord zz sin 11 Pave a properly attached rigid celUng. Locotbns sham for permanent lnt.—t restralnt oP ebs �.Ira S �� (� shall lava broclrhg Installed! s Per 8C3I sections the J or DBill,et applicabio. apply platys to vnU Fncv _ Q 11I I1�_—.' Re cruse and ppoGc% as form .boar and a the Joint Detals, unless noted othrrdso. Refer to draeings I60A-2 for standartl plate positions. A14 RWOOMRANY division pql Ine, a of ITV Bultding Con orents Group Inc, shall not be f1,, or for ho ng, shippinnsibte for an deW.Von from A ` "(� a. thisdrawing, any fathire to bWld the truss In confreormance with ANSLITPI 1g, �c Or Instatlatbn L bracing of trusses. ��rl 11>d r '�(�• ��~ A seal on tht. drawing ar cover page astft this drawing, Indicates acceptance of professional efnoar NhaeneyrY9g<fr+IeCstp11a'e�IsAitt)ya design &aaThe gsuitabWty and are of this drawing ;telp�o1vs v ty Sec2 •',f 13389 Lalce(ront Orive moo. more Tee this b's lmerat notes Earth City,MO 63046 , sea ��Q,°' ;'' •::•'tee A1AI CNSPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 2 _. a CLR Reinforcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes; This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6( T-reinforce men t, L-reinforcement, or scab reinforcement to be same otinerwise on tngineer•s seatea aesign, 010 Center scab on wide face of web, Apply (1) scab to each face of web, Member 'Substitution T-Reinforcement or L-Reinforcement( Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c, Reinforcing member Is a minimum 80% of web member length, Scab Reinf orcementi 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, T-Reinf. or L-Reinf. T—Reinf, L—Relnf, Scab Reinf, "VARNINW- READ AND MJ-UW ALL NOTES ON THIS WAVM "INP6iTANT" n"= THIS WAWtG M ALL C1NTRACMRS INMOM THE INSTALLERS�eL Agqq Mrf,� hT41q f1 fib TC LL PSF REF CLR Subst, Trussas requbv ..teen. care In fobrkatlne, handling, shippbhg, bistnlUr,g and bencY�p Refer to and �� 'TT/ �i foltow the latest edition of BCSI MlIcOng Component safety Infarnatlon, by TPI nntl SBCA) for safety to these functions. I —Utters shall temporary bradm9 BCSL `� V /A� I �,Ys� _(� TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 practkes prbr performing provide per Un,_ noted otherwise, top chard shalt have property attached structural sheathing and bottom chord shalt have a attached r4oWBCS eeeVq Locations33,B7shorn for lateral restraint of' tees ` . C DL PSF s �7 �� N�.� Q 11 1 LJ 1� i g I{1=IIUe-� ILr= property permanent inftaded Per Bbo sand on BB, BT or Bla, n, arA.-H.. d of pintas to each fora shod hava and position 1 os shorn above and to the blot Betn(s, untras noted otherrise. Refer to dravings 160A-Z for Standard plate positions. Re truss to and drawing. _ = i� IC LL PSF Attain., . divislon of ITV BWlding Components Group Inc. shat not be ponslbtr for any devtotlan from S �' T. LD, PSF AN iiW COMPANY this d—Ino, a y follure to bull the truss to conformance r-th ANSLTPI 1, or for handling, sWppift, �E n 6 o Inst:alt.tlon 6 .racing f trusses. A seat an this drawing or cover page UstbV this dr.WS, bbcntes acceptoncr of profrssi..al raspaalty solely far a,e design sham Tina satobsity a„d use of this dra.Mp See2 �, �y' . }'y d DUR, FAC, Ear t1B City. M0630a6 pal Wive Faith Ciry.M far any tructwe Is the respaeiLy of the ddMg BerJgncr per ANS[/TPI t Poe nor. Information sae tints Lob's generot notes page and those web sties ALPINE,—alolnelt..eoni TPI- ww►.tvinstorni SBCM wrw.sbc1ndustrvara ICO aswAcesofoarp 4 �f¢ (� ,yl �d� f4 7'�l`lA'.. rTAi\�'.. d'' 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 secles as damaged member, Apply one scab per face. MfnPPlmum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail 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 ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In toads. s L L 4' o,c Typicai ~ + O + 0 + O + 0 0 + 0 + O + O + —I 2' 1-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 P 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 - 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# FBnlnwm L Distance -VARNINI,"1w- READ AND fTH113V ALL NOTES DN TRES DRAVDm ^ A� A� b''S REF MEMBER REPAIR . D4PMTARTo FURNISH THIS ➢RAVING TD ALL fS MACTDRS DCUIDWG THE WTALLERS. `♦ Q V�IY -"� ''✓s Trusses require extreme ra in fabricating. handling, shipping, Installing and bracing Refer to and � U y I Folto. the latest edtlon of SCSI (Building Component safety Infornatlon, by TPl and SBCA) for safety � : DATE 10/01/14 pprr ctkvs prior to perForning these functions. In., shall provide tenpornry brndng per BCS1 11lp, Ihiless noted otherNse, top chord shall have property attached structural sheathing on button dior DRWG REPCHRD1014 shall have u properly attached = ceaing. Locations show for permanent lateral restraint of ebs w a Fl F�..10 shall Nave hrodng installed per BCSI cectlons 33, B7 or B10, as applicable. Apply ptatec to each face Ill ll=IIIJ{r_J�1 of truss -4 ppoosition as show above and an the Joint Details, Ness noted oth.—Ise. Refer to drawings 160A-Z for standard plate positions. E aF Alpeie, a dl sWom of IN Building Conponents Group Inc. shall not be responslble for my deviation Fran �'0 AN $ AN MW COMPANY this dro.ing any future to bu0d the truss In confarnnnce .Ith ANSI/TPI 1, or for hnndUng, shipping, . � � hstaltatlan L brndng of trusses. I-, {,/ A seal on this dra.hg or cover page Ucting this drawing, indicates acceptant; oP professbrwl �� 'V ♦a enawm *'a respansb% solely for the de shorn The w1twAlty and use of this drawing ,r for any atrVctwe Is line responsibility of the Wildlig Designer per ANSI/IPI 1 Sec.& EBN9Ci, 053045 For more inforhatian see this Job's general notes page and these web sites ',4yf yyf�t,' t♦♦♦ SPACING 24.0' MAX ALPWE� ..xatplrMt..coml TPB .v.tplast.orgi SECA, wr,rbclndustryarg) ICO—.1-safearg 11/I 110 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER r EXISTING FILLER 1 GENERAL NOTES= - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' ❑,C. MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD-OF—THE-ORIGINAL—TRUSS-SINCE-MANY-FACTORS_AEEECT 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' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO, THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSI❑N OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTI-n ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), iE 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 MODIFICATI❑N, 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 ❑F 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 APPLIEDI - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX —(0,128=x3')_ NAILS_AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLC - MAY USE A 12' L❑NG 7/16' PLYVOOD (OR-OSB)-GUSSET-TO-EACH-FACE-AND- 8d NAILS (0,113x2,5') @ 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') xi.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), mARNwao READ AND FDLLIIV ALL NOTES ON TM MhVDG ```��',- lal. [VIA ��; "yr�✓+ REF BC FILLER —DFMMT>o fiO87lse TICS WAVM M ALL C0,1MCTORS DRIDOR4 DE DWALLJIM ♦ v �`,/@� � Trusses equine extreme care In fabrimtkv, handling, shipping, instalDnp and bracng• Refer to and yy. , ENc. ',� DATE 10/01/14 follor the latest etlttion of SCSI (BuBding Conponent Safety Inforentbn, by TPI and SBCA) Por safety ` OJ tD,(� prnctices prior to perforn6ig these I'mctlons. Installrs shall provide tenpwwy bracing par HCSL Untecc noted otherwise, tap chard shall here properly nttachod ct—t-1 SheatNng and button &lordN DRWG REPBCFIL1014 shall have a. property ottadud H914 celing. Locations shown Fr permanent lateral restraint of webs - shall have bracing Inatnlletl per BCSI sections the J or Hit, ils urAess no Apply plates to each fnce 'u�\vll of truss and pp Iris ac char, above and on tho Jost Dawta, uruecs te. A otherwise. Refer to dns'rngs 160A-2 fw standard plote posit,ons. G,{. Mpine, o dvFslon oP ITV Bu4rAnp Components Group Inc shall not 6e responsade fr wnY dev,ntlon Fr STAI E AN I INCAMPANY this drorNg, wnY faturo to build the truss b conforrarice rFlh ANSLTPI 1, or fw MnnAing, shipphg, Installation 6 bracing of trusses. �Jq.A A seal on this dra.4g r rover page ILsthp iNs drnehy Y1Acotes ncceptnnce of professional ll eerY� re aalcly for the deals, sham The snatab6tty a.rl nse of tea draring : ®,�+ O %10 ti . Free Cory sZru<4ae Is dm raspansLlttY of the 9d®rg Designer per ANSI/IPl 1 Sec2 �� fn� r�,��` 133th Lakefront3rive For are InFornatfon see this Job's general notes page and these seb sites, Earlh City, h1063H45 ALPWE. r.eelo4witrcen, TPI. enrtnlnse,ro= SHCM nr.cbcoldustrvarai ICQ rrrJcccafe.arn �`''uibR 67Qi {�i%��.itty� SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere In roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', min) naps at 8' o.c, plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, oVARRINms. MAD AND fmLov ALL ImTIs IN TM DRAVM "I" JG" � I -Irk '�.� T❑TAL TOP CHORD REF 2X4 SCAB D.H, .o�trfdlro I�+M 110 DRAVM Tn ALL CWRACTURS INMUM113 TIE WST"ERS. E� TOTAL NOT T❑ Trusses require extreme care In fabrlcatlrq, handling, sMPPtne. Installing and bracing. Refer to and �`g� \G $L '� DATE 10/Ol/14 folio. the latest edition of BCSI ®uatle,g Component Safety InforrA<lan, by TPI and SBCN for safety ` `� �� EXCEED 40 PSF practic¢s prior to performing these functlont Installers sMLL provWo temporary bracng per BCSL Unless noted otherwkw, top chord shall have properly attached structural aheathing nn bottom chord _ jVo f (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 slnll have a properly attached rigd cents Locatbns shorn For permanent lateral restraint of webs _ Q LU shall Iwve bracng installed per SCSI sects the J or H10, as applicable. no Apply plats to each face I��'L�� Jam' of truss aM ppooslWn as sham abov¢ and on <h¢ Joint De<als, H.S.uss noted otherwise. Y\ Refer 4o drarings 160A-Z for standard plate positlons. S A.TE OF Alpine, o ,.Wy*n of i 1I,, 0 Components Gro�a Inc shall not be responsible far nny d¢vtation from : (r AN IIWCOMPANY this drawing, any female to bJtd tine truss In conformance with ANS[/TPI 1, or for handOng, skipping, f. .p QV Installat an 6 hrccing f trusses. �T n A seal on this drawing or t page IlIft tfds allowing, 6wPcntes acceptance of professlornl �,-1® �4 W 1A% engti¢er/,g r< solely far the design E,aer, The sultamkty and use of this drawing p��. \\\ DUR, FAC. 1.15/1.25 far arty strucW a Is ffre respans60.1ty of the MolInD Oeslgn¢r per ARSVM 1'31Sec1. ��srt+�df \\ E.<80 in Ctt.M0 A3g 5 ALPINE, rwnlpin¢itw.conl TPA¢e this wrr.tpwpsL rgleSRCA-w—sbcnotes page and these web lnd-try- gi ICG wwwJc�cafe.org ui3 Ef/ ,\`•\ , v gfs �i»��. .�`` SPACING 24' ,< I STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRONGBACK BRIDGING TOGETHER 4' -p• ATTACH SCAB WITH IOd BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTEh IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR❑NGBACK BRIDGING SPLICE DETAIL N❑TEl 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 2xt SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3> 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN �28'x3A`> NAILS attachment methods \ O STR❑NGBACK BRIDGING ATTACHMENT GRACK BRIDGING G REQUIREMENTS None re tdred VtD 1 roe (at center of sW a rows a at each w 3 raps a at each U4 rolls at W oaPdrw /�j'[ # �U i i jZ(2) ATTACH STRONGBAC1( TO BOTTOM CHORD WITH B10 — 3' SCREWS ALTERNATIVES All scab -on blocks shall be a Minimum 2x4 °stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Buitding Component ®WARMNDSe READ MID FMUIV Al. tares IN ttas Gi AWM ,+++ht+nN„ TC LL PSF REF STR❑NGBACK 69MVITMI" FIRMSR TAUS DNAWM M ALL CMORACTRtS 21i1.1MM TFE UWALLM +�a r,. " DATE 10/01/14 fail" t5ehse nest ea « aF care, in °c""0' neh,s"°"�`s°F ors ti�","f y "Td1 safety ~'•; +'-.' ':'max TC DL PSF yd`ron°dy"r°ro��Aip°fo Unleszcrotedbr totherwlspee hip do- thesefunhave . bmulteartsb°d�°ied "Ad irtemor narrhp ord bperSMdvd N° OATIA2 shalt have o property attached ��d calling, Locations shown for BESI se tlaims 117 or as ppterna,ant lateral restraint of webs to each face BC DL PSF Dl2WG STRBRIBR1014 ®n "�� ohnitrusseondsltlon aseahom ndan the Joint Details, udess notedrea�se, Pn, 57A75-C•F.�Y `-.;F BC LL PSF Refer to draw s 160A-Z for stoMard pos ware room. �.A At, ``O�°v AN RWADMPANY *,,A o dvlclonfa°Fhumt py anent �frap L,o e,au not be responsmte sor_ arty . Arosron w4p, y d eae�fornnnee wkh ANS1liP7 1. or faro ciyai. nor rrr.x TOT, LD. PSF Insinnatlon A bracing of ;rases. o-xsasa asawc erqAYs�eaair�qan this draft* or cower pa USVApan this hra , e �� 0fire yrespanzW!!Y °per "°:'+"°" �' ,».... DUR. FAC. 1.00 Earth Par- ttsahy t,et b ihes of the 1uFdkiO pesBDhers AISViPi Seca SPACING MO 3MSDrive Earth City. M0530A6 City, For more tifornatton see this ,lob's general notes page and these web sites' ALPM ww►Al�leitwdonl TPL www.to4nstara SBCA. wel sbdnd,strvoro, loco wedccsofeoro ^^ <