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RANEY COMPONENTS ane1J 19900 Independence Blvd. Groveland, FI 34736 omponents LLc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS006 Printed: Fri, Oct 27 2017 aaa inTarmartun: Address: FOR Name and License Number: 2stomerName., Creekside Lot 6 R Horton 3139 Tidewater Cir SCANNED =dptton: City, State, Zip: BY FHB Hayden-2601 "D" OL OW Fort Pierce, FL _ COUNTY Loadin9 Information• Root Loads: Floor Loads: TC Live: TC Dead: I BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg, Code: Wind Std., Wlnd Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 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 BO1GB 15 17 M2GB 18 M6GB 19 21 V2 22 V3 23 25 EJ7 26 EJ2 27 29 8J5L 30 BJ3 31 33 CJ7 34 CJ2 35 37 EJ3L 38 BJ1L 39 41 FT2 42 FT3 43 45 FT6 46 FT7 47 49 FT10 50 FT11 51 53 FT14 54 FT15 55 A03 4 A04 A07 8 A08 All 12 Al2 BO1 16 802 M6 20 V1 V4 24 V5 EJ2A 28 BJ5 BJ3L 32 BJ1 L01 36 L02 WX 40 FT1 FT4 44 FT5 FT8 48 FT9 FT12 52 FT13 FT16 56 FT17 n u e l Dglt US o-AdmT=ffiaACES zinc 1 DN:c=US, o=ldenTrmtARSeusiness Henresent 9M—MANDEASSOCATESPA- —Man0e1 W'fi-y p,92342.19200300.100.1.7=A0f098000000148 4CtBFF960000211F —Date i n ez/ 2017:1030 t13020-04'W Adobe Ambat DC—lon: 2075.00630352 40 015A 38 FF 513 81 Ob 857F 48 00 99 2t 35 FB Wt16atnh"bftrst{sdaxan§sa'S}s ae and IedtrfWrettMutbsrr, 1sE. f4t..tic.Cd75a2�0n i�iII $a4a StWarfP"1t^39d YidFfb`35HM3 _ ati lhCfl�G72tutsf6�' �'. � , frYSatad cr�iescd'ihia dczbrac�:irim aot cx�r7�.ail's��l>,z�� s�aiod case the SraAkh:VtfM Bras m*dr_trnnk m5:ta6.. el 1 Page 1 of 1 ,�� C() -f� Job Number: 136DCS006 IPly: 1 SEQN: 746847 / T10 / COMN 2� 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden- 601 "D" OL O Qty: 2 FROM: AH DRW: Truss Label: A01 Wgt: 200.2 Ibs .. / ... 10/27/17 6'4"7 7-10- 142"13 114" 22'5"3 28'9"7 30'3' 6.4"7 1'6"1 1 6.4"4 4'1"3 4'1"3 6'4"4 1'6" 64"7 12 6 (a) C' 192X4 'k3X6 11 tZ3X4 j m4X6(A2) 4 v n P O N M L K IO2X4 =H0308 =4X10 i--4X10 i--H0308 102X4 99"5 2'2"-3 8'2°7 2'2°13 59"5 6'2°11 6'Z"11 12' 14'2'i 22'5°3 24'8" 30'5"5 36'8" Loading Criteria (psf) Wind Criteria Snow criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.159 G 999 240 B 1537 1704 / 855 ! - / 395 15.5 BCLL: 0.00 Enclosure: Closed 1u: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 1666 1766/- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.140 K - - B Min Brg Width Re 1.8 Des Ld: 37.00 i R )� q = Mean Height: 22.84 ft Code I Mi.. Criteria CreepFactor. 1.5 J Min Big Width Req = - NCBCLL: 10.00 TCDL: 4.2 psf Bearing B is rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 9 a 9 Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.759 MWFRS Parallel Dist: h!2 to h Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp, Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1456 -2193 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183 Lumber C - D 1244 -2218 H - 1 1261 -2222 D - E 1270 -2179 I-J 1608 -2817 Value Set: 13B (Effective 6/1/2013) E - F 1452 -2191 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Camp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322 Bracing?) O - N 2441 -1275 K - J 2464 -1322 (a) Continuous lateral restraint equally spaced on ' � N - M 1502 -588 member. Or 1x4 "T" reinforcement. 80% length of z !kN' if . web member. Same species & SRB grade or better, �� Maximum Web Forces Per Ply (Ibs) attached with Bd Box or Gun (0.113"x2.5",min .)nails + @ 6" oc. m Webs Tens.Comp. Webs Tens. Comp. €� . � :• P-C 274 -10 F-M 967 650 Tray Scab(s) toC - N 470 - 586 M - G 409 - 381 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach s E - N 410 -383 M -1 524 -606 scab to face of chord with: Nails @ 8" oc, plus " N - F 961 - 647 I - K 278 -14 . additional nail clusters at: BRG.: (0), heel: (0), 1stSTAII OF panel point: (0). fl Loading Truss passed check for 20 psf additional bottom � chord live load in areas with 42"-high x 247-wide clearance_ Wind 40 015ASB FF 58 8S BO BB 7€ 48 CO 9-q. 2E 85 FB Member design based on both MWFRS and C&C, rhIclecmfa3cmclecrrjad�s3saiatyraaear�Eares. PE('st..�&::retrE821 o�ihtasla�snav�n abaym u�'iga SNA,"Y 2fbtllBaft#.["«F:ea44kt3a. - �aateda�des¢rtl�asz:rss�t:�ta mot c�am�crmd s�riezS�dzmakd tic sim2aith-r�tiiwiNdo nLi&m arsif !cn aay dectrnrai. 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 SCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.-Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachudiid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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. (2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. stall 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 proessions 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 dumber: 136DCS006 Ply: 1 SEQN: 6760931 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 / ... 10/27/17 7 T10" 142 17 19'B" 22'S"4 28'9"7 30'3" 6'4"7 1'6" 6'4"3 2'9"4 2'8" 2'8"4 64"3 1'8" 64"7 m 0 60 1-413 5X6 012X4 =3X6 =4= =3X4 =6X10 =3X6 012X4 1' Ni11 5'9"5 2'2"12 4'1"d 4'1"4 2'2"12 59"5 62"11 1' 6'2"1 12' 14'2"1 18'4" 22'S"4 24'8" 30'S"5 368" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.137 E 999 240 B 1447 1705 / 862 ! - / 384 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.315 E 999 180 K 1447 / 705 / 862 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.133 M - - B Min BigWidth Re 1.7 Des Ld: 37.00 Mean Height: 22.50 ft �) q g Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.7 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FTIRT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 G - H 1498 -1972 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.061420 B - C 1587 -2618 H -1 1311 -1961 Lumber C - D 1284 -2000 I - J 1284 -2000 D - E 1311 -1961 J - K 1587 - 2618 Value Set: 13B (Effective 611/2013) E - F 1499 -1972 K - L 27 0 Top chord 2x4 SP #1 F - G 1156 -1455 Bot chord 2x4 SP #1 Webs 2x4 SP #3 n values Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC a� B-S 2283 -1268 P-O 1452 -674 Bracing _ S - R 2280-1268 O - N 2280 -1294 (a) Continuous lateral restraint equally spaced on nwc� R - Q 2280 -1268 N - M 2280 -1294 member. Or 1 x4 "T" reinforcement. 80% length of*eur Q - P 1452 - 659 M - K 2283 -1294 web member. Same species & SRB grade or better,O �a# attached with 8d Box or Gun (0.113"x2.5",min.)nails � � Maximum Web Forces Per PI (Ibs) @ 6" oc. ,v, 'S ar Webs Tens.Comp. Webs ( Tens. Comp. Tray Scab(s) a � S-C 285 -11 P-G 221 -192 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach C - Q 467 -624 G - O 798 -630 scab to face of chord with: Nails @ 8" oc, plus E - Q 421 - 380 O - H 421 -380 additional nail clusters at: BRG.: (0), heel: (0), 1st, a STATE Q - F 798 -630 O - J 467 -624 panel point: (0). F - P 222 -193 J - M 285 -12 a Wind"All�. Member design based on both MWFRS and C&C. 40015A38hF5B81BOBS 7F4800992E85FB MIA Amna has beenarJ scalad'hy Mar lMztw, 21:(rt. Lk.G7.11Uj onChadateshawakt u^aga SNA•1 smne�care�smdm. amtedcWitsoff"doxrwaarrmnotcmddwodsgnmaia dxalad and the ERA'I aa3henbmla �bs code nizt ba vulfbd M acfdedmik Cytas. **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 sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an a SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, 'le. Apply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to a division of i i'i 1, or Tor n acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: A03 6'4"8 6'4"B 12 6 M b 03) 03X40 =4X(3A(A2) B R 012X4 �1' 6'2"12 5'! 6'2"12 1 Loading Criteria (psr) 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: 22.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC 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 (0.11 Wx2.5%min.)nails @6"00. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Ply: 1 SEQN: 746849 / T16 / HIPS "D" OL O Qty: 1 FROM: At DRW: Wgt:233.8lbs .. / ... '12 + 17' + 19'8" 22'5"4 + 289"7 30'3"Q 3618" 3 4 IV2'9"4 6'4"3 1'6" i' 64"8 =5X6 F=G G 1112X4 '43X6 - �I 10/27/17 m rn Q P O N M L =4X6 =4X10 m3X4 �4X10 m4X(5 1112X4 22"12 4'1"4 41"4 2'2"12 5'9"4 6-2"12 14'2"1 18'4" 22'5"4 24'8" 30'5"4 36'8" )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 / 706 / 862 1- / 368 15.5 NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 / 793 /- /- / - iw Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS HORZ(TL): 0.134 L - - B Min Brg Width Req = 1.7 le / 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 Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. le Type(s): A - B 27 0 F - G 1168 -1459 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 I - 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 �yee g�'ee� P - O 1456 . - 710 L - K 2306 -1358 � s 1 Maximum Web Forces Per Ply (Ibs) o Webs Tens.Comp. Webs Tens. Comp. No. 0471012,_ R - C 285 -11 O - G 221 -193 4 C - P 466 - 623 G - N 800 - 632 * E - P 421 -379 N - H 419 -377 P - F 798 - 630 N - J 521 - 642 STATE 0 F F- O 224 -194 J- L 289 -15 40 01 SA38 FF 5B 81130 80 7F49 00 59,2E 85 FB at,&�eum'i�uar title shed=d=1edby W=t1Mzrt13r.4 �QX4 ?E(rt. uc.9472H21 on the debt ximm wxa usbga 5144w1 -Nrant='&Mscsd& dco er�ms rd#�s os�rr..Stei era zrotccrazidisxd se8nxxiaati.eal�rp aza6 itse 7 .avlffic. 0 coda rnvf be 1sdfw M la^Lrad"Imnk• aviaL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) 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 attached rigid eeil!n, Locations shown for permanent lateralIrestraint of webs shall have bracing inslalled per BCSI sections B3, 87 or 10; as applicab-le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation -and bracing of trusses.A seal on this drawing orcover page_ , listing this drawingg indicates acceptance of professidoalg 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. JobTJumber: 136DCS006 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 .. / ... 10/27/17 8'4"8 7'10 14'2"12 15i 21'8" 4 28'9"8 3, t• 6'4"8 +1'6 8'43 9" 8'8" rr9" 6'4"3 t�1'6'i 6'4"8 s5X6 1112)(4 m3X6 =&8 m3X4 m3X8 m3X6 112X4 1' 62"12 5'9°4 2'2°12 4'1"4 4'1"4 2'2"12 5'9"4 6N2 12' 142"1 I'8h 22'S"4 24'8" 30'5"4 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.135 E 999 240 B 1447 1707 / 868 / - / 344 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.311 E 999 180 K 1447 / 707 1868 ! - /- / 55 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.135 M - - B Min Br Width Re 1.7 Des Ld: 37.00 Mean Height: 22.00 ft �) 9 q 9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.7 NCBCLL: 2. 00 BCDL: 4.0 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.577 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.710 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 G - H 1553 -1960 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1614 -2617 H -1 1344 -1963 Lumber C - D 1318 -2002 I - J 1317 -2002 D - E 1344 -1963 J - K 1614 - 2617 Value Set: 13B (Effective 611/2013) E - F 1553 -1960 K - L 27 0 Top chord 2x4 SP #1 F - G 1262 -1635 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B - S 2282 -1303 P - O 1626 -837 S - R 2278 -1303 O - N 2278 -1335 (a) Continuous lateral restraint equally spaced one '� R - Q 2278 -1303 N - M 2278 -1335 member. Or 1x4 "T" reinforcement. 80% length of �0,4 e Q - P 1626 -810 M - K 2282 -1335 Web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails Maximum Web Forces Per Ply (Ibs) @ 6" oc. 718 Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) S - C 284 -10 P - G 203 -173 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach C - Q 461 -619 G - O 732 -652 scab to face of chord with: Nails @ B" oc, plus E - Q 468 - 348 O - H 469 -348 additional nail clusters at: BRG.: (0), heel: (0), 1st Q - F 732 -652 O - J 460 -619 panel point: (0). , a� ,� F-P 203 -173 J-M 284 -12 Wind Member design based on both MWFRS and C&C.�*� 40 01 SA38 FF 58 8180 813 7F 48 00 99 2E 85 FB ibi'1�16em%asivarv,ek �s%ncd.axr.§aa�lad 4y xaia:¢mrl Martq�s n(FL, uc."7fa21 an r+se &W aticwa at4w w.ifig a 3;W1 a�.8semtisaszxa$n- ?xmr¢d <sx�b�zai'et�s da:vrrsatrus afo4cerasrad :t�aad anti zsalnd x.sb 3f .=.Ha' .+k autAastStakis�e�adC mt, t to wAfbd rn=ySAm[ m&z **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vice extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI and'SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporarryy - BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propf; My id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Appiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f�efer to 60A-Z for standard plate positions. a division of any ris drawing,any failure to build the on this drawing or cover page Lidesign shown. The suitability Job Number: 136DCS006 I Ply: 1 1 SEQN: 746851 / T15 / HIPS X. 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A05 I Wgt: 218.4 Ibs I I / ... 10/27/17 6'4"7 6'4"7 12 6 a� � g3 =4M6 2) B v1 Bo V I'I R Q P O N M L 12X4 =3X6 =3XB =3X4 =3X8 =3X6 1112X4 6'2"11 1 5'9"5 i 22°12 4'1"4 4'1"13 2'2°3 5'10"6 6'1"10 6'2"11 12' 14-2"1 18'4" 22-5°13 24'8" 30'6"6 36'8° Loading Criteria (psfl 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 foe Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.134 H 999 240 B 1449 / 708 1868 / - / 328 / 5.6 BOLL: 0.00 Enclosure: Closed lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 1670 / 799 / - /- ! - Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.136 L - - B Min Brg Width Req = 1.7 Mean Height: 22.00 ft Code / Mi.. Criteria Creep Factor. 1.5 K Min Brg Width Req = - NCBCLL: 10.00 TCDL: 4.2 psf I Bearing B is a id surface. Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 9 rigid Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.582 MWFRS Parallel Dist: h/2 to h Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " CSC Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.711 Loc. from endwall: not in 9.00 it iFf/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 late Type(s): A - B 27 0 F - G 1275 -1639 Wind Duration: 1.60 1 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1626 -2621 G - H 1558 -1971 Lumber C - D 1330 -2006 H -1 1360 -1972 D - E 1356 -1967 I - J 1334 - 2013 Value Set: 13B (Effective 611/2013) E - F 1565 -1964 J - K 1676 -2645 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - R 2285 -1370 O - N 1631 -865 R - Q 2282 -1370 N - M 2307 -13B4 Bracing ' Q - P 2282 -1370 M - L 2307 -1384 (a) Continuous lateral restraint equally spaced on b P - O 1630 -873 L - K 2310 -1384 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species 8 SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails +4 v � Webs Tens.Comp. Webs Tens. Comp. @ 6„ oc R - C 284 -10 O - G 204 -173 Tray Scab(s) C - P 460 -619 G - N 737 -652 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach E - P 468 -348 N - H 467 -350 scab to face of chord with: Nails @ 8" oc, plus- P - F 731 -652 N - J 513 -63B additional nail clusters at: BRG.: (0), heel: (0), 1st F - O 205 -173 J - L 287 -13 panel point: (0). s e Wind Member design based on both MWFRS and CBC. . 1 ' 21'8" 2'5"13 28'9"8 30'4" 368" 9" 6'8° °t 6'3"11 1'7°1 611 o5X6 1 912X4E F m5 8G H 112X4 ® 3X6 I J�3X4 4001SA38FF5881BOBB; 7F480099 2E 85FB Thk1h:m''kxbe &mlaKi zB,narfad iaakibyminm6rAum", (el, tlir.n�ztaz{an the daleshomatom using astria atl�senCcatssra ere9a. ftbUd trgtidlefd3s d�AMtlotcrssldi=d sigrad=d sc bd arad atvze.i9.��nf3ienikatIIcxscsafa mux!ffim rnsNaed.mEaag�ectrars� cap7as. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinqg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, as applicable. Apply Vales to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. I 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 drawingg indicates acceptance of protesslona engineering responsibility solely for the design shown. The sulfa bfltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. cam. Wti soa this iW. ne"e.ai nntx nano and those wan sites- ALPINE www_alnineitw.com: TPI: www.toinstom: SBCA www.sbcindustrv.com: IM www.1ccsafe.ora Job iLumber: 136DCS006 Ply: 1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A06 Wgt: 201.6 Ibs / _.. 10/27/17 64"9 + 13' + 18'4" I '8" I 30'3"7 1 38'8" 6'4"8 6'7"7 5'4" 5'234" 6'7"7 1112X4 11]2X4 =4X6=3X4 =3X8 M: X4=4X6 I12X4 6'213 5'9"3 1' S'4" 5'4" 1' 8'2"13 1� 6'2"13 1Z 13 18'4" 23'8" 24' " 30'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.138 E 999 240 B 1447 / 709 / 868 / - / 303 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 / 709 1868 / - ! - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.134 J - - (T )� B Min Brg Width Re 1.7 q - NCBCLL: 10.00 Mean Height: 21.50 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.7 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.476 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.488 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens,Comp. Chords Tens, Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1430 -1924 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1634 -2597 F - G 1406 -2072 Lumber C - D 1406 -2072 G - H 1634 -2597 D- E 1430 -1924 H- I 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values B - P 2260 -1319 M - L 1777 -971 approved 1/30/2013 by ALSC P - O 2257 -1319 L - K 2257 -1351 O -N 2257 -1319 K-J 2257 -1351 Wind N-M 1777 -939 J-H 2260 -1351 Member design based on both MWFRS and C&C. 4 , a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ,aW. � � P - C 252 -10 M - F 265 -192 ..7� C - N 422 - 532 F - L 425 -194 D - N 425 -195 L - G 421 - 532 u, D - M 265 -193 G - J 252 -12 FSTATE E - M 233 - 270 a - '. SERIALt 40 01 SA 38 FF 5t3 8180 BB 7F48 00 99 2E &5 FB %hcwds kd'b9FAarus34Jart�cr, •?£iFL. ISc.h4?: 2 t1ms?m.2rs xftmwn aGavm ur n SN,C•S zten�cat�sr�a- Vitiatedcr� aodahss docsraoi xrm not mwi6md 1tfnp4:and=1ad zr.E tfae SxsA�' ar�h¢ntkaY.eaicx�la rnfal bn xcz3f%ad ray m9darrae3: mF7ax. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810, as applicable. Appty plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi hc�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/ fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of protesstona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the guiiding Designer per ANSI/TPI 1 Sec.2. For more information see this "ob's general notes page and these web sites: ALPINE: www.al IneiRv.cam: TPI: www.tpirtst.org; SBCA www.sbdndu .com: ICC: www.iccsafe.org Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: A07 6'4"9 6'4"9 12 6 Ply: 1 SEQN: 746853 / T14 / HIPS s rn-2G01 "D" OL O Qty: 1 FROM: AH 'DRW: Wgt:201.6Ibs / ... 10/27/17 13' 184" 238' 30'3"7 36'8' i 7"7 5'4" 5'4" 67"7 6'4"9 1112X4 Da 8 E M5X8F 7/T��,G�3X4 io v n O N M L K J I I112X4 mU(3=3X4 mW =3X4=4X6 1112X4 ht' 6'2"13 5'9"3 1' 5'4" 5'4" 1' 59"3 6'2"13 6'2"13 12' 13' 18W 23'8" 24' " 30'5"3 36'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.137 E 999 240 B 1449 / 710 / 868 / - / 287 / 5.5 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 I HORZ(TL): 0.135 1 - - B Min Brg Width Req = 1.7 Mean Height: 21.50 ft Code / Mi.. Criteria CreepFactor. 1.5 H Min Brg Width Req = - NCBCLL: 10.00 TCDL: 4.2 psf Bearing B is rigid surface. 2.00 BCDL: 5.0 psf �Idg Code: FBC 2014 RES Max TC CSI: 0.485 g a 9 Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.489 MWFRS Parallel Dist: h!2 to h Maximum To Chord Forces Per PI Ibs Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.605 P y ( ) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1446 -1929 Wind Duration: 1.60 WAVE IVIEW Ver: 16.01.01.0402.19 B - C 1645 -2601 F - G 1419 -209 Lumber C - D 1418 -2076 G - H 1672 -2619 D - E 1446 -1929 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Camp. Webs 2x4 SP #3 Lumber value set "l3B" 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 -13W J - 1 2280 -1391 Wind M - L 1780 -1006 I - H 2283 -1391 Member design based on both MWFRS and C&C. !jP Maximum Web Forces Per Ply (Ibs) +" Webs Tens.Comp. Webs Tens. Comp. w ' O - C 252 -10 L - F 265 -192 C - M 421 -532 F - K 426 -200 a D - M 424 -194 K - G 446 - 551 D - L 268 -194 G -1 256 -15 E - L 235 - 270 4 ,* �« SERALA 40 015A38 FF 5B 81BO 38 71`48 00 99 2E 85 FB Sh1t itemA� �:a:et+akcixanlsa'1*•/z{�nesiar�S2sala� rry PAas�art NtartEicos. a"°E €FL, i£c.C&T3�3.i a�sr t'�a sae iltaa�n oktsarss c�n� � SNd 3 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regqwire extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BC51 (Building Component Safety Information, by TPI anc7 SBCA) for sa>Pety practices prior to pertormrng these functions. Installers shall provide temposrY bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections 63, 67 or 10, as applicable. Apply plates to each face. of truss and positii n. as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of protessiona engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Suiiding Designer per ANSI/TPI 1 Sec.2. Job'h 4E B Label: -26 CS006 Wgt1193.2 Ibs I FROM: 746854 / T6 !HIPS I / 10/27/17 I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Oty: 1 FROM: AH DRW: A08 6'4"9 11' 6'4"9 T-A 16'4" + 258" 30'3"7 1 36'8" 7'4" T4° 477 6-4"9 1112X4 C�--5XI3 E m5x F T 12 6 g 3X4C G qj 3X4 0 rIn 1 m3X6dA1)B Hm31 P O N M L K J 12X4 m3X4=4X6 Ea3X8 !�4X6!a3X4 1112X4 1' 6713 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6'2°13 1' 67'13 11' 12 18'4" 24'8" 25' " 30'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: Ni TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA BCLL: 0.00 Enclosure' Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 21.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. El Defl/CSI Criteria PP Deflection in loc Udell U# 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 STATE OF 40 01 SA38 FF 58 81 BO BB 7F49 00 99 2E 85 FB This ltamhas =I azafad by s....,a.,s9 m runwi frt.. uc.eaztaxt an Ned . shorn abnva uolg a SM1 a v.^th=dcaa=ssad& stnde��sasrif�s` d �m mottmssi:�md s5yr.�dand.eab�d mead Chsx S*i .>3s ant`sa9 uer�amwt%m amf'%cd Ore am*gdatmrde =Ins. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 / 712 / 861 / - 1263 / 5.5 H 1447 1712 1861 /- /- 15.5 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 -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 2229 -1321 M - L 1922 -1090 P - O 2227 -1321 L - K 1922 -1090 O - N 1922 -105B K - J 2227 -1353 N - M 1922 -1058 J - H 2229 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 191 -12 M-F 490 -341 C-O 319 -370 K-G 31B -370 D-O 399 -192 F-K 399 -191 D-M 490 -341 G-J 191 -14 E - M 378 - 439 —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenl Safety Information, byy TPI anr7'SBCA) fot'safety practices prior to performing these functions. Installers shall provide temposrryy � per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or B1 D, 'icable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 3s 160A-Z for standard plate positions. a division of ITW BuildiphComponents 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 >e of this drawing for any structure is the responsibility of the Building Designer per ANS1rrP11 Sec.2. Job Number: 136DCS006 Ply: 1 I SEQN: 676125 / T13 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A09 WQt: 193.2 Ibs I I / ... 10/27/17 6'4"9 6'4°9 12 6 v f, 0 112X4 6'2"13 11' 18'4" 25'8" A. 30'3"7 36'8" 7'4" 4'7"7 64"9 912X4 E _ F T G r43X4 I fv m H=3X6(A1) M L K J 1 H4X6 =3X8 m4X6 w3X4 192X4 6'4" 6'4" 6'2"13 18'4" 24'8" 25' 30'5"3 368" 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 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 B 1449 / 713 / 861 ! - / 247 15.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 / 674 / 792 ! - /- / - BCDL: 10.00 Risk Category: II Sjlow 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 Br Width Re 1.7 9 q NCBCLL: 10.00 Mean Height: 21.00 ft 9 Code ! Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf B�dg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.532 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Pilate Type(s): A - B 27 0 E - F 1673 -2319 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.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 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP f!3 Lumber value set "l3B" uses design values B - O 2233 -1387 L - K 1929 -1120 approved 1/30/2013 by ALSC O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J - 1 2251 -1393 Wind Member design based on both MWFRS and C&C. 0 , M - L 1925 -1125 I - H 2253 -1393 W, Maximum Web Forces Per Ply (Ibs) W, Webs Tens.Comp. Webs Tens. Comp. ` ko O - C 191 -12 L - F 488 - 334 w C-N 318 -370 J-G 331 -389 D - N 399 -191 F - J 403 -197 11' D-L 493 -343 G-1 196 -19 Z STATE 0- E - L 379 -439 1 001 A38FF55S1BOBB7F4800992E85FS irsk lierc'hzz been ekciv}sired �xA:axrad 6y flxssss9 fAaritneAs, s�dtca�tarxe. ' 4a'tedcepiirsrlsNoex�s s dAru a rat cc W fed%*md�d=bd s!tisc 5i�i'se3 a an"Lsau=cade eay.i fle wdf&,A ca myrdactmk �myfes.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricatingg handling shippping, installing and bracing. Refer to and follow the latest edition of BC51 (Building Component Safety Information, byy TPI and'SBCA) fo'r safety,practrces prior to performing these functions. Installers shall provide terhporarrYy bracing per BCSI. Unless noted olherwise,top chord shall have per attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent la tera�restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and positio as shown above and on the Join Details, unless noted othervvise. f2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinggComponents Group Inc..shalI not be responsible far any deviation from this drawing,any failure to build the I in conformance wdh ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. Itsting this drawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job'Number: 136DCS006 Ply: 1 I SEQN: 6760871 T2 / 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 201.6 Ibs .. / ... 10/27/17 T 0 'Iv 1 =3X6d B j.:1 6'2'12 I 9' 15'2 2 18'4" '1 21'4"2 1 27'8" 1 2 '5"4 1 36'8" 6'2"12 2'9"4 8'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6'2"12 55X8 1112X4 m3X6 =3X4 lzi5X8 D E F G H 12 6 IM4C N�"'.z S R Q P m3X4 1112X4 =4X6 =3X8 6'4"8 1 2'9"41, 2'10"41, 32"2 + 615"8 6'4"8 9'1"12 12' 15'2"2 21-7.16 —_4X6 1112X4 =3X4 32+294 34'56 4'312I_ 36'8" 2'--� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1445 / 774 / 850 I - 1247 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 / 817 / 919 / - / - / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.139 L - - B Min Brg Width Req = 1.7 NCBCLL: 00 Height: 20.25 ft 9 Code / Misc Criteria CreepFactor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.526 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1858 -2698 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1638 -2558 G - H 1849 -2678 Lumber C - D 1755 -2499 H - I 1737 -2464 D - E 1858 -2698 I - J 1627 - 2531 Value Set: 13B (Effective 6/1/2013) E - F 1858 -2698 J - K 52 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - S 2219 -1262 O - N 2039 -1158 1)� S-R 2045 -1120 N-M 2039 -1158 Wind 1 R - Q 2048 -1121 M - L 2D36 -11.57 Member design based on both MWFRS and C&C. e e z ��#� Q - P 2048 -1121 L - J P O 2700 2191 -1310 :, a+ - -1558 No 047 Maximum Web Forces Per PI (Ibs) ) . Webs Tens.Comp. Webs Tens._ Comp. C-S 275 -214 G-O 319 -357 S - D 320 - 304 O - H 799 - 534 STATE D-R 175 -16 M-H D P 807 H L 171 -31 284 270 - -532 - E P 308 350 L I 258 e - - - P-G 92 -84 -195 SERIAL# 40 01 5A 38 FF 5B 8180 88 7F49 00 99 2E 85 FB t Item'hasbc>•rts ckutapt�ad ar.J saalad fry vaaaav3ct Nlart§�5;, ' gE OL. Ut.0711al on the dateshawaabom udnj; a SRA0. ! "enter 6mccdc ?saatadc gk%.1tffi tiocaa Amanot =zlika.d s4nrd �lad arE th�esi4&..-�senikasfaai�la met 6asrss3fked:cmr �gdcctra� alas. —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or t 'le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. ivision of ITW BuildiphtLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling dshipping, installation and bracing of trusses.A seal on this drawing or cover page_ drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability �f this rawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. mation see this lob's general notes page and these web sites: ALPINE: www.alpineftw.com; TPI: www.tpinston7; SBCP: www.sbcindustrV.com; ICC: wwwlecsafe. Job Number: 136DCS006 Ply: SEQN: 4EHB Label:Hayden--P601 "D" OL OW /DR Horton /4EHB Hayden-26i01 "D" OL O I Wgt I198.8 Ibs I FROM: JAH 61 / T3 !HIPS I DRW:Truss 10/27/17 I ' 4'9"4 47"12 TV 73"12 ' '5X8 =3X4 -5X6 D E F ,2 T 6 i o %2X4C ta) a =4X6�A2) B O N M L K' @5X6 ss3X6 m3X4 w4X1D S 3'8" 3'98 T B' 16'S"8 2492 4' 9' 128" 77"4 re SG (a) Eir— ss4X4 6'11"4 31'e" 5' 36'8" T H ®4X4(R) T f7 " �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PIt NA Ce: NA VERT(LL): 0.165 E 999 240 B 1454 1786 / 868 / - / 177 15.5 BCLL: 0.00 Enclosure: Closed LL: NA Cs: NA VERT(TL): 0.430 E 999 160 1 1380 / 748 1713 / - /- / - Risk Category: If BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.051 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.118 1 B Min Brg Width Req = 1.7 Mean Height: 20.51 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = NCBCLL: 10.00 P - TCDL: 4.2 psf Bearing B is rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 9 a 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 fPl Std: 2007 - Max BC CSI: 0.651 Spacing: 24.0 " C&C Dist a: 3.67 ft R, 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)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 (Plate Type(s): A - B 27 0 E - F 1806 -2572 Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.19 B-C 1719-2594 F-G 1807 -2572 Lumber C - D 1602 - 2376 G - H 1079 -1579 D - E 1946 -2795 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - O 2265 -1558 L - K 1370 -884 approved 1/30/2013 by ALSC O - N 2092 -1349 K - J 1370 -884 At%11#kj# N - M 2092 -1349 J -1 10 -12 Bracing d z M - L 2813 -1798 (a) Continuous lateral restraint equally spaced on�� ' member. Or lx4 "T" reinforcement. 80% length of •" � 9 x Maximum Web Forces Per Ply (Ibs) web member. Same species & SRB grade or better, . " � a Webs Tens.Comp. Webs Tens. Comp. attached with Bd Box or Gun (0.113"x2.5",min.)nails � �'�` " @ 6" cc. * 7102 C - O 240 -198 F - L 353 -415 .- D-O 371 -117 L-G 1401 -884 PlatingNotes alloD-M 823 -536 G-J 349 -415 (") 1 plate(s) require special positioning. Refer to 0M - E 312 -281 J - H 1469 -942 scaled, plate plot details for special positioning E - L 190 - 283 H - I 954 -1345 requirements. aSTATE OF Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" cc, plus a additional ail) clusters at: BRG.: (0), heel: (0), 1st Panel () 4 Hangers /Ties UL 40015A38FF5081B0BB7F48CO992E85FB (J) Hanger Support Required, by others actsltemhnbeen zid walad by LuftelMart , ePE.FL. M.047187:( M the loge shown abawe 835NA-1 Wind acthentlrazsx de Member design based on both MWFRS and CSC.,miracmtas�lttti*amtc3adugnc�€�a>a� Right end vertical not exposed to wind pressure. 1a+ll6amtalkmm ge n�k baWAkd onaydactmnk CssClas:. ""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, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the. truss in conformance with ANSI PI' 1, or for handling shippping, installation and bracing of trusses.A seal on this drawing or cover p e_ listing this drawing indicates acceptance of professiona7l engineering responsibility solely for the design shown. The su" bratty and use of this drawing for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sec.2. Far more information see this iob's general notes oaae and these web sites: ALPINE: xww.algineitw.com: TPI: www.minst.om: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.ora Job %umber: 136DCS006 Ply: 2 SEQN: 676103 / T36 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: Al2 Wgt: 217.0 Ibs / ... 10/27/17 7' 12'10"10 18'4" 23'9"6 29'8 36'8" J r 7' + 5'10"10 + 5'5"6 + 5'5"6 h 5'10"10 r 7' m3X4 =5X6 m3X4 m5X8 T 1 �1 7'1"12 + 410"4 r7"� 5'8"14 + 5'8"14 �7" 4'10 7'1"12 12' 2' "2 18'4" 24'0"14 24�" 29'6"4 36'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.75 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1l2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting_ Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lot Udefi U# Pf: NA Ce: NA VERT(LL): 0.276 E 999 240 Lu: NA Cs: NA, VERT(TL): 0.639 E 682 180 Snow Duration: NA HORZ(LL): 0.059 C - - HORZ(TL): 0.137 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.556 TPI Std: 2007 Max BC CSI: 0.509 Rep Factors Used: No Max Web CSI: 0.496 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 40015A38FF5B81B08B7f4800992E85 FB ThU1temrs-as Yaccn ckdm xe nad asdv�fad 6y Ma tl Marth,%c, PE M. &"7182f on the data t MWa 2k&M Wh%a SM 7. aa�MemucatFaarzxa9a- Fibted cscptesa#tWA dm=u tmenet cx ikWed sidnax and sealed and the : azahentxagm code nut ilarerdf5ad mmyrdectronk ,=lot. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2893 11503 1- 1- 1- / 5.5 H 2942 / 1567 / - / - ! - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 H Min Brg Width Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 13 -11 E - F 2067 - 4048 I B - C 1497 - 2896 F - G 1873 - 3670 C - D 1877 - 3672 G - H 1485 - 2887 D - E 2067 -4048 H - I 23 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2559 -1311 M - L 3717 -1908 P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1314 K - J 2563 -1302 N - M 3719 -1911 J - H 2550 -1299 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 333 - 76 M - F 393 -189 C - N 1293 - 662 F - L 416 - 565 N - D 413 - 562 L - G 1301 - 672 D - M 390 -185 J - G 327 - 67 E - M 269 - 304 '"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temposryry bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly atta-he�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 JoinCDetails, 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 professiona engineering responsibility solely for the design shown. The suitabtlrty and use of this gnawing for any structure is the responsibility of tB he uilding Designer per ANSI(TPI 1 Sec.2. Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: A13 TT 12 T 6 p o� io I =3XA(Al)B 1 3� v n P 912X4 Tt"12 "D" OL O I Wgt 219.8 Ibs I FROM: JAH 651 T23 /HIPS DRW: / ... 10/27/17 0 20'4" 26'9"6 _ 338" 36' i 6'5"6 + 6'5"6 6'10"10 ' =3X4 =5X6 =4X4 z5X14 D E F G H Z44X6 I - T a v N 1 , O N M L K J I m4X6=4X6 �3X10 =5X6 =4X10 �U(i 1113X10 T6"4 ill" 6'8"14 f 4'4" f' 26"6 I 610 12'8" I 3 2 20'4" 24'8" 2T2"6 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.351 E 999 240 B 3380 / 2077 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 1 3387 / 2121- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.074 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.159 C - - B Min Brg Width Req = 2.0 NCBCLL: 0.00 Mean Height: 20.01 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Bearing B is rigid surface. 9 a 9 Load Duration, 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.653 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: No Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B -13 -11 E - F 2894 -4636 Wind Duration:1.60 WAVE VIEW Ver: 16.01.01B.0614.19 B-C 2134-3445 F-G 2268 -3628 Lumber Hangers / Ties C - D 2766 -4444 G - H 1030 -1641 Value Set: 13B (Effective 6/1/2013) (J) Hanger Support Required, by others D - E 2894 -4636 Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Wind Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values Right end vertical not exposed to wind pressure. B - P 3050 -1881 M - L 3703 -2325 approved 1/30/2013 by ALSC P - O 3067 -1885 L - K 3703 -2325 At, 1�3 -91 Nailnote 0 N - M 4484 -2802 J - I 2 Nail Schedule:0.128"x3", min. nails e rA; Top Chord: 1 Row @12.00" o.c. !ikv0 ° � Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c. Webs 1 Row 4" s'q Webs Tens.Comp. Webs Tens. Comp. : @ o.c_ Use equal spacing between rows and stagger nails » C - P 392 -89 F - K 693 -901 in each row to avoid splitting. C - N 1556 - 995 K - G 2447 -1527 Special Loads f N - D 435 -477 G - J 557 -725 -(Lumber Our.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 56 If to 56 If 7.00 + +' D-M 173 -105 J-H E - M 333 - 344 H -1 1741 -1090 1068 -1698 at -1.00 at TC- From 28 pif at 7.00 to 28 plf at 33.67 00 . * M - F 106D -646 TC- From 28 pif at 33,67 to 28 plf at 36.67 + � BC- From 4 pif at -1.00 to 4 plf at 0.00r BC- From 20 pif at 0.00 to 20 plf at 7.03 , '04* From TC- lb 10 p f Load at 7 03 10 pif at 36.67 TC- 171 lb Conc. Load 9.06,11.06,13.06,15.06 1, at SERIAL 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06 40 015A 38 FF 5B 81 BO BB 7F 48 00 99 2E 95 FB BC- 538lb Conc. Load at 7.03 Thu heml sbt� a=1=iadmyr Aclmarkine;, BC- 127 lb Conc. Load at 9.06,11.06,13.06,15.06 !fl. i%. 0471921 IM tha, eatnashown abo mWnga SHA-1 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 erC�taaaa" 33.06,35.06 nAtcd c-Fia� ra9lad W46 *4 Smi 20hu 'reta9iays"a meat ba varifcdM saeydearonk Cnias -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 Safety Information, b TPI ..omponenf anr7'SBCA) for safety practices pnor to performing these functions: Installers shall provide tempos )racing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 3ttacheTripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 3s applicable. Apply plates to each face_ of truss and as shown above and on the Joint" Details, unless noted otherwise. B3, B7 or 610, (2efer to position irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Building Component- Group Inc. I hall not be responsible for any deviation from this drawing,any failure to build the :russ in conformance with ANSITTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e isting this drawingg indicates of for the design The acceptance professlonal engineering responsibility solely shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. suttabihty Job Number: 136DCS006 Ply: 1 SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAH DRW: Truss Label: B01G6 Wgt 64.4lbs .. / ... 10/27/17 7' 7' 2' (TYP) E=4X4 14' 7' M L K J I 14' 14' J 1 14' 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: 20.01 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl(CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pt NA Ce: NA VERT(LL): -0.003 1 999 240 Lu: NA Cs: NA VERT(TL): -0.003 1 999 180 Snow Duration: NA HORZ(LL): -0.002 M - - HORZ(TL):-0.003 M - Code ( Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.128 TPI Std: 2007 Max BC CSI: 0.070 Rep Factors Used: Yes Max Web CSI: 0.098 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 No 047162 v 40 015A38 FF 5B 81 BO BB 7F49 00 99 2E85 FB *ik Itam 11ats taktdrn y*nVd Mani=fad br firWs rtgfw' P£(r1, t2.047LB21 mUNe daw.ihown abaw m Lang a SR#i auffi�ats�cazi�sc�r- tad cr�tas,mitf� dae�s crSara nat cem33ised s�ttc�' grad scsalad and rite s�.z aca2+antkaSPeaaseade rarsat Ln amrff'�8wc aarydectrark rs�iax.. "co v 2X4(A1) ♦ Maximum Reactions (Ibs), or `=PLF Loc R / U / Rw / Rh / RL / W H" 80 /47 /40 /- 111 /168 Wind reactions based on MWFRS B 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 E- F 270 -52 B-C 74 -61 F-G 192 -68 C-D 177 -52 G-H 88 -107 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 I M-L 145 -53 J-1 142 -56 L - K 149 - 55 I - H 133 - 59 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C-M 232 -129 J-F 305 -115 D-L 310 -119 I-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 uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,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 ins at, per BCSI sections B3, B7 or p10, le. ADDiv Diates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. kefer to a division of lYl 1; or for h acceptance any structure failure to build the g or cover page in. The suitability SBCA Job Number: 136DCS006 I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: B01 I Ply: 1 Qty: 1 Wgt 105.0 Ibs SEQN: 676050 / T26 / SPEC FROM: JAI DRW: / ... 10/27/17 T 12' 15'10" 21'8" T 5' 3'10" C=4X4 12 T 6� cn o c5X10(SRS) 1112X4 D E =6X8 F (a) P I=3X4(A1)B Sol C'=3X4(A1) a� , 1 A H L K J I =6X6 1112X4 =6X8 1112X4 7-1"12 5' 3'8 "40" 3'8"4 2'1"12 1, T1"12 12'1"12 15'1 19'6"4 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 / 550 1- l - 1- / 5.5 BCLL: 0.00 Enclosure: Closed Liu': NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 / - / - / - 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.191 C - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 20.01 ft Code / Mi.. Criteria Creep Factor. 1.5 G Min Brg Width Req = 1.5 TCDL: 4.2 psf Bearings B & G are a rigid surface. 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 9 9 Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.841 MWFRS Parallel Dist: 0 to h/2 Maximum To Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.783 P ) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 - 3264 Wind Duration: 1.60 WAVE VIEW Ver. 16.01.018.0614.2D B - C 840 -1361 F - G 928 -1584 Lumber Tray Scab(sj C - D 824 -1363 G - H 27 -25 D - E 1914 -3264 Value Set: 13B (Effective 6/1/2013) Cl) 2x4x0-3-11 x SP #3 scab at right end. Attach Top chord 2x4 SP #1 scab to face of chard with: Nails @ 8" oc, plus Bot chord 2x4 SP #1 additional nail clusters at: BRG.: (0), heel: (0), 1st Maximum Bot 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 -1 1389 -798 approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802 to I a 0 f K-J 4010 -2361 Bracing, (a) Continuous lateral restraint equally spaced on N��e-� Maximum Web Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of �- x� ; Webs Tens.Comp. Webs Tens. Camp. web member. Same species & SRB grade or better, %A�*V attached with 8d Box or Gun (0.113"x2.5",min.)nails C - L 788 - 332 E - J 194 -196 @ 6" cc. fti 047102 0 41, L - D 1716 - 2890 J - F 1944 -1157 a D-K 121 0 I-F 104 0 Special Loads;am D - J 463 -774 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) + . TC- From 56 pIf at -1.00 to 56 pIf at 7.00AW TC- From 56 If at 7.00 to 56 plf at 12.00TA TC- From 56 plf at 12.00 to 56 If at 15.60 TC- From 28 pIf at 15.60 to 28 plf at 19.67 pn ems° rep TC From 56 plf at 19.67 to 56 plf at 22.67 ;e, ;A,*. *. BC- From 4 plf at -1.00 to 4 plf at 0.00BC- From 20 at 0.00 to 20" t �naa 40. BC- From 10 plf lf at 15.60 to 10 at at 21 677 � ONAV , BC- From 4 pIf at 21.67 to 4 plf at 22.67 yea,1' TC- 33 lb Conc. Load at 15.60,17.60 SEA" TC- 51 lb Conc. Load at 19.64 40 015A38 FF 55 8 BD BB 7F 49 CO 99 2€ 85 FB BC- 32lb Conc. Load at 15.60,17.60 TMitem'iw btm ekicmAMLgstntdard 1&alirdtgMarAMMare s, BC- 37lbCone. Load at19.64 P!a.lk.v4rFs2ian the date ehcrnai mrnsasuaa �;eatiraAP�rsc�a. Wind ?fr�mdei;�irscs# doera,�riara nr3t ccan%n"sae3 s�aeai�d �zaled Wind loads and reactions based on MWFRS. a csroeaaavea5cnude�seaeri�ra�a«e� cafes- "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 Info.nation, byy TPI anr7'SBCA) toi safety practices prior Oh pertorming these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a preperly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections 63, B7 or 81D, as applicable. Apply ptales to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. hall not be responsible for, any deviation from this drawing,any failure to build the I in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of profess!o.. engineering responsibility solely for the design shown. The suitability and 'use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS006 Ply: 4 SEQN: 685222 / T12 / COMN ' I 4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B02 Wgt: 137.2 Ibs / ... 10/27/17 T r +66_6 +14210 h 18'26 3251"8" i T 11002 1, 72"4 7.2"4 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0_00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 20.01 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x8 SP #1 Webs 2x4 SP 93 '.W1, W2 2x4 SP 91: Lumber value set "1313" uses design values approved 1/3012013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bet Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 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 pif at 7.00 TC- From 28 pIf at 7.00 to 28 pif 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 pif at 0.00 BC- From 20 pif at 0.00 to 20 plf at 7.13 BC- From 10 plf at 7.13 to 10 plf at 21.67 BC- 3387 Ib 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 C 1114X6(R) =6X8 =H1315 1114X6 37"10 3'9"12 3'5" 10'9"14 14'7"10 18'0"10 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Vdefi U# Pt 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(TL): 0.165 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.534 TPI Std: 2007 Max BC CSI: 0.894 Rep Factors Used: Yes Max Web CSI: 0.867 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.01.01B.0614.20 Wind loads and reactions based on MWFRS. No 047182 10 STATE OF. 40 01 5A 38 FF 58 81 BO 8B 7F48 00 99 2E 115 FB Ti,A Item zlds iadby Mac" Mart4zs Pa.(a. Lk. r47IS21 on tit dme Iavrf abwa Weg TSHArl ssathenttnts cmda. x tadcgrftsO&A domr=awe not ccsWduea 14nd and m1ad MeIt4wiA�zdUflcAtkAlk4adek1n'1311J&NTtMdChiWfol"trerk mains,. I T!Ego 4X16(B3) N 2'11"6 21� '�8" ♦ ♦8'r ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W L 6025 / 3446 /- 1- / - / 5.5 G 8685 /4496 /- /- /- /5.5 Wind reactions based on MWFRS L Min Big 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 Bot 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 -1 241 - 337 K - D 2081 -3876 I- F 2276 -1266 D - J 175 - 29 H - F 822 - 386 J - E 714 -457 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) foi 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 any 1id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of Iti 1, or Tor acceptance any structure failure to build the g or cover pa e m. The sui bitity Job Number: 136DCS006 Ply. 1 SEQN: 676121 / T55 / GABL c 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26 1 "D" OL O Qty: 1 FROM: JP H DRW: Truss Label: M2GB Wgt: 14.0 Ibs .. / ... 10/27/17 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: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. "WARNING— REA —IMPORTANT'" FURNISH THIS a division of face of tr positions. 12 4 C 72X4(Al)B M D 2' it min 2' ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or «=PLF NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA D' 104 / 51 / 80 /- / 21 / 24.0 NA Cs: NA VERT(TL):'NA Wind reactions based on MWFRS :)w Duration: NA HORZ(LL): -0.000 D - - B Min Brg Width Req = - HORZ(TL): -0.000 D - - Bearing B is a rigid surface. de / Misc Criteria Creep Factor. 1.5 Ig Code: FBC 2014 RES Max TC CSI: 0.169 Maximum Top Chord Forces Per Ply (Ibs) I Sid: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Camp. p Factors Used: Yes Max Web CSI: 0.032 A - B 19 0 B - C 9 -29 IRT:20(0)/10(0) Mfg Specified Camber: to Type(s): Maximum Bot Chord Forces Per Ply (Ibs) EVE VIEW Ver: 16.01.018.0614.20 Chords Tens.Comp. B - D 166 - 20 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 87 - 32 0 0 40 015A 38 FF 50 81 BO 815 7F 48 00 992E 85 FB SEIt ItemAaabrmc6^ztrs�nada�s3 scaled 6y 6Aaamao3 Mlarii^�e� . (��.. lf€. �:7ta3j ccr tAe dam n4avro alarm wig a ssraa ssridcati�la. n1andcoplzra hh eammem M clot CMW& d sknddMW ari6 floe S'+x�3r3 a�.dh¢nY�a9�aux9arnrct tze o�zdt�.das a�yrs�ectrords r�las. LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporary have properlyy attached structural sheathing and bottom chord shall have a pro any !ral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 910, tion as shown above and on the Joinf Details, unless noted otherwise. Refer to shall not be responsible for any deviation from this drawing,any failure to build the Aping, installation and bracing of trusses.A seal on this drawing or cover page. itty ronal engineering responsibility solely for the design shown. The suitabr any Job�Iumber: 136DCS006 Ply: 1 SEQN: 676117 /T22I 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 .. / ... 10/27/17 3' 5' i 6' 3' 2' 1' E 12 D T T 4 p N 2X4(A1)B � N F 1 H G 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 h12 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 "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. Right end vertical not exposed to wind pressure. Additional Notes See DWGS S16015ENC100815 & GBLLETIN1014 for gable wind bracing and other requirements. 6' 1 3' 51 6- Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W F" 85 / 40 / 61 / - / 17 / 72.0 Pf. NA Ce: NA VERT(LL): -0.002 H 999 240 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(TL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. A- B 19 0 C - D 12 -98 Rep Factors Used: Yes Max Web CSI: 0.074 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 Plate Type(s) WAVE VIEW Ver: 16.01.01B.0614.20 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 275 - 25 G - F 289 - 27 H - G 285 -26 No 047182 VWJE. 'OF 40 015A38 FF 5B 81 BLt B87F 48 00 99 2E 85 FB If& lionhtx§secnclezfcanitaRa¢x ed'a.ds IadbytA�lNSatbw, P£ (rL. Lic.94Y132i an L%�e da.4C shar!��a aCZw trdaq a SN#•2 a=NCr,d tkM= in. Fs7aladc iassat dfx_o r: -.tam spat caxxic aad s �d xalad d tt<c. 'a✓!ac9 ¢ns+ratGsroacnle eavxt f;.a aerifdc5 m=Vdatmnk etas. 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 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) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,lid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face of truss and position as shown above and on the JoinfDetails. unless noted otherwise. (Refer to a division of ,rFl i,or Tarn acceptance any structure failure to build the g or cover page_ rn. The suitability Job Number: 136DCS006 I Ply: 1 I SEQN: 676123 / T4 / MONO ' 4EH8 Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-26p1 "D" OL O Qty: 9 FROM: JAH DRW: Truss Label: M6 I Wgt: 25.2 Ibs / .. 10/271 7 12 �4X4C 4 T Mr = 2X D C\II 2X4(A1) B 355 A Li 1112X4E 1' 5'8"8 5'8"8 1_ A Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 / - / 101 18.0 BCLL: 0.00 Enclosure: Closed !u: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 / 114 / 137 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.012 E - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearings B & D are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 T PI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Pep Factors Used: Yes Max Web CSI: 0.325 Loc. from wall:0.18 Any FT/RT:ype(s 10(D) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) pi: GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 A - B 19 0 B - C 52 -131 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chard 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP 91 B - E 90 -178 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Maximum Web Forces Per Ply (Ibs) Lumber value set "1313" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Wind ' 9j D - E 102 - 36 C - D 1336 - 640 ¢ Member design based on both MWFRS and C&C. SERM i 40 015A38 FF 5B 8180 813 7F48 W 99 2E 95 FB Thit iternhistsen ekdranta`��s ,ni:d' smafed by rAa�vA Matt e, MOM. ite.xa�.Est�•I an tA�ciade SiKBv]na{:flrm 4et�a� a SH,�i a�ffisnntlnt%aead� mendcw"afth'sd�tarm not cmAte edsfyprcdm� salad andtl'n r3av2tent3tnts m�vadamustt:narrsN 9.cnajdccttank "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE,INSTALLERS reqquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building rent Safety Information, by TPI anr7 SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp installed per BCSI sections B3, B7 or B10, icable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for s�andard plate positions. a division of ITW BuildinggComponents Group Inc. I hall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI! fPl 1, or for handling shipping, installation and bracing of,trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this d►awing for any structure is the responsibility of the building Designer per ANSI1TPI 1 Sec.2. Job number: 136DCS006 Ply: 1 1 SEQN: 676020 / T39 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: V1 Wgt: 42.0 Ibs .. / ... 10/27/17 3'8" 3'8" 7'10" 1 11'8" 4'2" 13'10" 12 III2,X4 //14XQ(R) Q 6 3'8" 4' 4' 3'8" 7'8" 11'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W D* 75 143 / 39 /- / 7 1140 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.010 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.007 E - - Bearing G is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Hei Height: 20.04 ft TCDL: ei psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. A - B 6 -3 C - D 16 - 52 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS1:.0.092 Loc. from endwalf: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 6 -3 GCpi: 0.18 Plate Type(s): i VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE I Maximum Bot Chord Forces Per PI (Ibs) 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. Additional Notes See DWG VAL160101014 for valley details. 40 015A338 FF 58 81 B0 88 7F48 00 99 2E &5 FB Tut s ikdby Mows! martlries, ;M(M.tte.a+471t42.(cnthmda�shAwnatase v agasttA>� aa�h0ndm&nrod& e ud e.Faffaishk dfxCsa A are not cwdiinsd *Mdn nd=bd a 60SKA1 aaAanticAk Yolr rr'et to Vmdhbd CA asy doctrank C=10%. y Chords Tens.Comp. Chords Tens_ Comp. G-F 3 -6 E-D 20 -29 F-E 3 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - G 145 - 75 E - C 279 -167 B-F 310 -270 **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, b TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pro 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. For more information see this inh's mmml notes -- and these—h sites- Al PINP unxw alnineihu rnm• TPP — tninst nm- RRCA wwur shrinduetnr rnm ICr:• um"u irrcafn nm 06 Ply- 1O p1I 24 / T35 / VAL I DRW 4EFROM. JAH Truss Label: V2 I�t Ibs % 10/27/17 118" 1I 5r10" 9181. 421r 310" 1 12 A 1112X4 B C IIIy(4 N4Xgg(R) Q 6 T 3X4(D1) D II L4 F IIII2X4 E IIIZX f 1r8" 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: 21.04It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 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. "WARNING" READ "IMPORTANT'" FURNISH THIS E a division of ITW Buildingp�Components conformance with ANSI Pit 1, or for h this drawing indicates acceptance ;e of this drawing, for any structure M&W 4- 4' 5r8" g,8" aw Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.011 E 999 240 D' 75 144 / 40 /- 19 / 116 NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS )w Duration: NA HORZ(LL): 0.005 E - - G Min Brg Width Req = - HORZ(TL):-0.007 E - - Bearing G is a rigid surface. le / Misc Criteria Creep Factor: 1.5 g Code: FBC 2014 RES Max TC CSI: 0.233 Maximum Top Chord Forces Per Ply (Ibs) Std: 2007 Max BC CSI: 0A 17 Chords Tens.Comp. Chords Tens, Comp. Factors Used: Yes Max Web CSI: 0.110 A- B 1 -2 C - D 20 -54 RT:20(0)/10(0) Mfg Specified Camber: B'- C 1 -2 le Type(s): VE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 2 -1 E-D 16 -31 F-E 2 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp_ A- G 31 -51 E - C 321 -173 >! ' a � fIA A � �.. B - F 369 - 235 40015A38FF588180BB7F4800992E&5FB This ltat lkw azd5 Iadby FA-.W-1 m4 t=, ,=`P L. tie.Cfirdlal an Ph dxS sluytva atxs� g a 5N .3. sastherifttkuicc de. iiamdcotinold&,dtxts ataamnaaezm de ad "an :aalvst =a the caamjdetmra�z astm )W ALL NOTES ON THIS DRAWING! ) ALL CONTRACTORS INCLUDING THE INSTALLERS ,practices) prior to performinRefer these functions the latest shall provide tempordarrryyg ve properly attached structural sheathingp and bottom chord shall have a properly I restraint of webs shall have bracingQ inslailed per BCSI sections B3, B7 or 910, in as shown above and on the Join Details, unless noted otherwise. hifer to all not be responsible for any deviation from this drawing,any failure to build the in installation and bracing of trusses.A seal on this drawing or cover page_ . ne ' eng!neerin� responsibility solely for the design shown. The suitability Job Aumber: 136DCS006 Ply: 1 SEQN: 676026 / T56 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 I FROM: JAH DRW: Truss Label: V3 Wgt: 28.0 Ibs .. / ... 10/27/17 3'10" 7'8" 3'10" 3'10" 12 /1/4X6(R) 6 A 1112X4 B T 3X4(D1) - C T .f E 1112X4 D 1112X4 7'8" -i 3'8" 4' 3'8" 7,8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 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 C• 74 145 141 / - 112 192.0 TCDL: 7.00 Speed: 160 mph PE 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: If Snow Duration: NA HORZ(LL): 0.005 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0 007 D - - � )� � BearingE is rigid surface. a 9 Code I Misc Criteria NCBCLL: 10.00 Mean Height: 22.04 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Chords Tens.Comp. . Chords Tens. Comp. A - B 9 -7 B - C 12 -57 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.114 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: 16.01.018.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 6 -8 D-C 24 -39 Value Set: 13B (Effective 6/112013) 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 "136" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC Wind 0 Member design based on both MWFRS and C&C. sra. ,� Additional Notes See DWG VAL160101014 for valley details. No 047102, Iwo e� ' STATE tl �� " N SERIALk 40015A38FF5881BOBB7f4900992F95FB St7it itama h;c$izeenelet3a<�sica".gzE,gnad md2 fad by P1ara. 9kurtints, (a.M.C4i182i onthedasa shsrwa abom tying a S'K i a35ffiia[SYiGtTiPAdd. m.=d eapi+nmdtf& n�=U ara not a4W md%gpni ends clad =6 tMs SF.A•1 wudhan601iio.e an t hi W.fad Mamyxt"trark C=imz "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 Installers Componerif Safety Information, by TPI anc7'SBCA) tsafety practices prior to performing these functions. shall provide temporary bracing BCSI. Unless have attached structural sheathing and bottom chord shall have a per noted olherwise,top chord shall properly propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, 67 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 Buildiph�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in with ANSI PI 1, bracing trusses.A this drawing for handlia, conformance or shippinq, Installation and of seal on or cover page, , listing this drawingg indicates acceptance of ppro essionq 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 ineilw.ipm TPI: www.tpinst.org • SBCA: www.sbtindu .coin ICC: www.iccsafe.org Job Number: 1360CS006 IPly: 1 SEQN: 746866 / T37 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH6 Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V4 I Wgt: 25.2 Ibs / ... 10/27/17 1'8"8 5,8" 1118"8 311 "8 12 6 B=4X4 II 2X4 A iv T =3X4(D1) 1T 1 _4F4 E 112X4 D 1112X4 5'8" 1'8"8 1 3'11 "8 1'8"8 5'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions (Ibs), or "=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl L/# Loc R / U / Rw / Rh / RL / W E- 74 / 29 137 / - / 10 168.0 TCDL: 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): -0.020 D. 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 23.07 ft HORZ(TL): 0.009 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria i Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 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 ft PT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 4 -3 D-C 4 -3 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Webs Tens.Comp. Webs Tens. Comp. 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. eer Additional Notes See DWG VAL160101014 for details.No valley _182 '. W ' S . 'rift. 40015A38FF5581806 7F4800992E95FB xti{titamhaaberar e�cir.�x3Ettad aia5:deafed by fA2saaei ffiartdtes, PE OL. Lk.1:47.1821 an ihmdateihawa abam uAip SHA,1 2uihantir: *amade. $tbmd CCrikia lthil dnCP'd^MMA �ffi MCA cmaimmdries ia214d ' ant the as4hantk2Aitm3eAda nu ttea vtdfid msey deetmnk rza�ios.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building by TPI to these functions. Installers temporarrvy Componen[ Safety Information, anc7'SBCA) for safety practices prior performing shall provide bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a.propefly lateral have bracing installed BCSI B3, B7 attachetl rigid ceiling Locations shown for permanent restraint of webs shall per sections 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. f2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingq �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss ANSI PI 1, for handling installation bracing trusses.A this drawing cover 1n conformance with or shipping, and of seal on or page _ . listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability this drawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. and use of any structure per For more information see this'oUs general notes page and these web sftes: ALPINE: www.al inedw.com; TPI: wane. inst.o ; SSCA www.sbdndu .com; [CC: www.jccsafe.orq Job Aumber: 136DCS006 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 lbs .. / ... 10/27/17 1'8"8 3'8" 118"8 1'11 "8 12 6 B=3X4 T=3X4(D1C 3X44(D 1) 1"12 3'8" _I 3'8" I_ _I r 3t8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.005 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - - EXP: C HORZ L -0.002 Des Ld: 37.00 Mean Height: 23.57 ft ) NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL:4.2 psf Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.058 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 LOG. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s)` Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01.0402.19 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C.�w Additional Notes*r See DWG VAL160101014 for valley details. s° 1 u STATE OF 40 01 5A 38 FF51381BO8137F4800992E85F0 TiaUAM hn Sian ekary os�pad=0 maiad by MaftA Martkaea, PE (a. Lk.GL7.t921 an the data xhown abase u7bg a S€iA*Y a�ier�C�aicnexslG '1s10tnd ccpi ettrthh dixcaxcA_ not='lasssed srgma3 and =1td =6 thc.SKA'l sc;Rhcnt"S=c4deMWOMwrifbd CA mydatmuk cvplas ♦ Maximum Reactions (Ibs), or'=PLF LOG R I /Rw /Rh /RL /W A' 71 /23 /31 /- /7 144.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 192 -144 B-C 189 -141 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 136 -145 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety. Information, bV TPI and'SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 50A-Z for standard plate positions. a division of any tis drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability rP11 Sec.2. TPI: Job Number. 136DCS006 Ply: EQN-. 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-271 "D" OL O I Wgt 23.8 Ibs I FROM. AH 868 / T21 / EJAC I DRW; 10/27/17 I Truss Label: EJ7 2X4(A1) B A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 ,Mean Height: 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 it Loc. from endwall: not in 4.60 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 "l36" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C -IMPORTANT— FURNISH THIS DRAWING a division of ITW Buildingg�Components conformance with ANSIlfPI 1, or for h this drawing indicates acceptance ;e of this gnawing for any structure 12 6 C co o to M Ch D 7' 7' ow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 336 1155 / 257 / - / 211 15.5 NA Ce: NA VERT(LL): NA NA Cs: NA VERT(TL): NA D 127 / 26 / 102 ! - /- / 1.5 )w Duration: NA HORZ(LL): -0.022 D - C 171 / 169 / 85 / - /- 11.5 HORZ(TL): 0.031 D - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 de / Misc Criteria 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 = - 3 Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. RT:20(0)/10(0) Mfg Specified Camber: to Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. ME VIEW Ver: 15.01,01,0402.19 A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ B-D 0 0 a 40 01 5A8 FF 58 8180 B3 7F 48 00 99.2ESS FB TtSs =4=21adbyv2mviMartin", n (FL. Lte.#47ffiZ:f on �iffi a,.+" sh�wrs atxipc ur3ag a swA,l =ihmrtitai3e�s�x9m x%3asedc alttdadotaxrnatcm dnaad ardmiad aabthem-trArAhedMatjd"trank. mFlas. N ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS ), installing and bracing.. Refer to and follow the latest edition of BCSI' (Building iractices pnor to performing these functions. Installers shall provide temporary 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 Joinf Details, unless noted otherwise. kefer to II not be responsible for any deviation from this drawing,any failure to build the iv, installation and bracing of trusses.A seal on this drawing or cover page alengineering responsibility solely_for the design shown. The suitability Job Dumber: 136DGS006 Ply: 1 SEQN: 6760301 T5 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: JAH DRW. Truss Label: EJ2 I Wgt: 11.2 Ibs 1 ... 10/27/17 1 0 12 6 2X4(A1) B� C TT 2r 1 r 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 163 168 / 144 / - / 63 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 6 / 30 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 / 10 I - I - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.76 ft CreepFactor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.099 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 1 WAVE Lumber A- B 27 0 B- C 15 -40 Value Set: 13B (Effective 6/1/2013) To chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) P Chords Tens.Comp. Bot chord 2x4 SP 91 Lumber value set "138" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.,;,. No , 40015A38fF588180BB7f4800992E95FB VA4=dualnd by Maa .l Wrtfnc% a'£ pn' tie.04r:821 on the da" owwa ab2" Wng s SHA•3 a¢nrca�rss,.zsda sad cPits afttds dowcr..,srAwo apt caraided zeped and mind arex¢dfW sarwid¢¢twk terms. "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 foi -shipfeping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) saty practices prior to performing these functions. Installers shall provide temporarryy 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 restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI1TPI 1 Sec.2. Far mara tnfarmatinn can this inh'c n ral natac man- anti tha_ _ wah sites' At PIMP wt+n shinadw.mm- TPL' wunr_tninst.nm, SACA w shdndustrv_mm' ICC' vnvw_i=afeam Job Number: 136DCS006 I Ply: 1 1 SEQN: 676032 / T59 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH6 Hayden-2¢01 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: EJ2A Wgt: 11.2 Ibs .. / ... 10/27/17 A Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1 /3012013 by ALSC Wind Member design based on both MWFRS and C&C —WARNING** READ AND FOI ""IMPORTANT'* FURNISH THIS DRAWING a division of any 12 C rM .(Al) B LO a') D 2' 2' ;now Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Ig: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W If NA Ce: NA VERT(LL): NA B 163 / 68 1144 / - / 63 15.6 u: NA Cs: NA VERT(TL): NA D 32 16 / 30 / - / - 11.5 ;now Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 / 10 / - / - / 1.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS ;ode / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 -Idg Code: FBC 2014 RES Max TC CSI: 0.099 D Min Brg Width Req = - PI Std: 2007 Max BC CSI: 0.023 C Min Brg Width Req = - ;ep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. T/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) late Type(s): Chords Tens.Comp. Chords Tens. Comp. dAVE VIEW Ver:.16.01.01B.0614.20 A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A38 FF 5B 81 B0 BB 7F 48 00 99 2E 85 FB Ttalittatssirnb mA atnzi»antsr. 9s ned'mid a Iad 4 Ntasaml Marttnes 'E (FL. Lk. 19az92l on the dot¢ stWwm atxaza 4=8 a S1444 2000nd=bmmade essatadcvpana hh�darmzescsA=notcmmsi esmdAfWiandx Imd azab tisckas�andtaa&rseradenast8im�uft9� �ras�cdactianr:. cnpins_ V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS oracticest prior to bracing. erfo mi Refer g these functions Installers shall providestemporraryg a properly attached structural sheathing and bottom chord shall have a propperly ,estraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as shown above and on the Joinf Details, unless noted otherwise. (tefer to II not be responsible for any deviation from this drawing,any failure to build the tpp installafion and bracing of trvsses.A seal on this drawing or cover pa e_ aT engineering responsibility solely for the design shown. The suitability iibility of the Buildina Designer ner ANSI/TPI 1 Sec.2. Job Number: 136DCS006 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 Wgt 16.8 Ibs .. / _.. 10/27/17 L 12 6 m o to CV B CM 2X4(A1) A D 5' 1' 5' jA Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0,007 D - HORZ(TL): 0.010 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.329 TPI Std: 2007 Max BC CSI: 0.1B2 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE 40 01 5A 38 FF 58 81.80 88 7F48 00 99 2E 95 FB This item h"bx miecfa�aniaaffiSz3�ncd aa4z 1.d by tAacac lmwke.s, n in. Utc.C48113E1 sm ha dm Stowa ate Lmbo a SHAB =khcrt csticasrode.. aaanad cepicsaaftNM sfe M4=tfz 1.d =6 tfW _—aRa ax�sent`�ta9kssisbd¢ nszst Gu xafstas.d rasa d«trass§t wpias_ ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 / 123 1208 / - 1155 16.5 D 90 /17 /70 /- !- 11.5 C 119 /115 158 1- l- /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, bV TPI ang'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 propeiy ,jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of "I Pi 1,ortor r acceptance any structure the its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rpi 1 Sec.2. Job Number: 136DCS006 II Ply: 1 SEQN: 676083 / T11 / JACK I / 10/27/17 I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ5L I Wgt 18.2 Ibs 12 6 2XI(A1) B T A 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: 19.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 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 "13B" 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 Building Components conformance with ANSI PI 1, or for h this drawing indicates acceptance le of this 9"awing for any structure C 5' 5' ow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in foe L/defi L/# LOG R / U / Rw / Rh / RL / W B 337 / 181 / 297 1- / 179 / 5.5 NA Ce: NA VERT(LL): NA NA Cs: NA VERT(TL): NA D 87 / 10 / 75 1- / - / 1.5 )w Duration: NA HORZ(LL): -0.005 D - - C 109 / 105 / 45 / - / - 11.5 HORZ(TL): 0.008 D - - Creep Factor,. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 de / Misc Criteria g Code: FBC 2014 RES Max TC CSI: 0.419 D Min Big Width Req = - Std: 2007 Max BC CSI: 0.172 C Min Brg Width Req = - 3 Factors Used: Yes Max Web CS 1: 0.000 Bearing B is a rigid surface. RT:20(0)/10(0) Mfg Specified Camber: to Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. EVE VIEW Ver 16.01.01B.0614.20 A-B 52 0 B-C 49 -122 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 047102 w. m lot � J STATE �.. 40015A FF5881BOBBTF4800992E&5FB 'hkltem hsaL+.cen tlezts }14"d airs scaled by W2,eexsi rdarthcs, E(EL. L%.0471921 on the data shmmakaw uAga 55wl �ffitaxses,¢ode rnx tU�fed on mydectror N ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS )ractiGes prior to perrfrtorminRefer these functions tInstalllers shalllprovide temporaryg e properly attached structural sheathingp and bottom chord shall have a propperly restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or B10, as shown above and on the Joinf Details, unless noted otherwise. (2efer to II not be responsible for any deviation from this drawin any failure to build the fg installation and bracing of trusses.A seal on this drrawing or cover pa e. a. engineering responsibility solely the design shown. The suitability Job Number: 136DCS006 Ply: 1 SEQN: 6760971 T19 / JACK I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 5 FROM: AH DRW: Truss Label: BJ3 I Wgt 12.6 Ibs .. / ... 10/27/17 1' 3' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 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 h12 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 "l36" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CRC. C Snow Criteria (Pg,Pf in PSF) Def[ICSI 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 CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.061420 WAVE 40 01 5A 38 FF 5B 8180 BB 3F 49 00 99 2t 95 FB risitl[am7sax6ern elerdrssar js3 eed'wd=afadby Mwlmartbftra, PE (rl. ttt.&drSflz( �,mdsY2 stWwa atr� u^ng a sxA.i aathcncuazmzode, 2zbtcd cczpims �aict�s dffa�ssrizrs a�ri¢cxaui%raeil sfgrwdaavi smalad ardtise3�..bLavlhanNaaS�cto�aracai4xarer3fb�ra�my�dedmr� ♦ Maximum Reactions (Ibs) Loc R I U / Rw 1 Rh / RL / W B 193 /95 /162 /- /101 /5.5 D 51 /8 /42 !- /- /1.5 C 64 / 62 128 / - / - 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 -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 fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'SBCA) for sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ ins7ailed 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 BuildinppComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'oUs general notes page and these web sites: ALPINE: www.al ine4tw.com; TPI: www. irtst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.orq Job Number: 136DCS006 IPly: 1 SEQN: 676081 / T54 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden- 601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ3L Wgt: 14.0 Ibs / ... 10/27/17 C 77 12 T 6 � M 0 2X4(A1) B 13 CV A �- 2 I 3' 3' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf; NA Ce: NA VERT(LL): NA B 281 1 164 / 269 / - / 125 / 5.5 BCLL: 0.00 Enclosure: Closed Liu': NA Cs: NA VERT(TL): NA D 48 / 19 154 /- 1- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 D - C 45 / 45 / 23 / - ! - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.007 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 18.75 it i Code / Mi.. Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.156 C Min Brg Width Req = - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber I A- B 52 0 B- C 20 -94 Value Set: 13B (Effective 6/1/2013) Maximum Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.ns.Camp. Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind d Member design based on both MWFRS and C&C. . L»f o , 0 101 5AS8 FF 58 8180 BO 7F 48 00 592E 85 FB stern lt, ibcert okclroM=Ao*ped.zA=ledby maexti rtlartincr, R, ttc.gd7t92t thadate thawa al ulingaSH44 '.edit5e ftnecde. wd zrp asddia do area,enia v not ctasdewsd Aimed and :osW the.S9P-S asr34�cnttca9�9ccde rn¢s[��irrN�rse amgdectrenk ' *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) to'r safetylpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall hate properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or L as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shlppjnq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job dumber: 136DCS006 Ply: 1 SEQN: 6760991 T20 / JACK * I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs .. 1 ... 10/27/17 12 6 2X4(A1) B 4" 3 -L A 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: 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 611/2013) 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. C M O_ _LO D 1' 1' -- 1. 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI 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): 0.001 D - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Sid: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI: 0.000 FT1RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 40 01 SA38 FF5581BO8137F4800992E85FB 3%kttstnhsra beesa aicziras ' px�%nad.asxd sealcc� by r i wtl raartinw, €EGL,W.caruizlmttheBaia haw�oab+awatnn�aSYrA>T. ets�ctt�xsta, a' ted c t§es Txl dw-ArA ra not crash 'isud tgatad d sealed ar.dti>e.�x3 'a ¢n>Da3 aea9erausrbra-df dm=Vd=trnr.Y Cliyl= ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 87 / 146 / - / 49 15.5 D 11 /11 119 /- 1- /1.5 C -14 / 29 127 / - / - / 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 , B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gwire extreme care in fabricaGnpp handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, le. AppTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of Ivi 1, or Torn acceptance any structure failure to build the g or cover page rn. The suitability r Job Number: 136DCS006 Ply: 1 SEQN: 676101 / T271 HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden- 601 "D" OL O Qty: 3 FROM: AH DRW: Truss Label: CJ7 I Wgt 42.0 Ibs .. / ._. 10/27/17 6'3" 9110"1 6'3" 3,7" 77 4.24 p : 3X4 C v 6� i. io ih a 2X4(A1) B 43 A =5X6FE 1112�C4 6'1"4 3'2" 1"1111 6'1"4 9'3"4 9'1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeil U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 B 326 /199 /- /- /- /7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 / 176 / - / 0 / 0 11.5 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 1163 / - / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Mean Height: 19.99 ft NCBCLL: 0.00 Code / Misc Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf E Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 g q - - BCDL: 5.0 psf D Min Big Width Req = - Load Duration: 1.25 TIP] Std: 20D7 Max BC CSI: 0.308 MWFRS Parallel Dist: 0 to h/2 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No. Max Web CSI: 0.247 Loc. from endwall: NA IIT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber A-B 9 -8 C-D 72 -74 B - C 382 - 638 Value Set: 13B (Effecfive 6/l/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "1313" uses design values B - G 578 - 337 F - E 0 0 approved 1/30/2013 by ALSC G - F 670 -339 Loading MA Maximum Web Forces Per Ply (Ibs) tit Hipjack supports 6-11 8 setbackjacks with no webs. Webs Tens.Comp. Webs Tens. Comp. e Wind G- C 181 0 C- F 406 -684 Wind loads and reactions based on MWFRS.0471.82 STATErw r 0 015A39 FF 56 81.80 03 7F 4B 00 99 2E S5 FB s Itat-titra�i�e9s �lerYzusz}.`s�gtcd'an:9 snalnd4y 1Ra:s�r�§ 64tartfnic (frl..tic.&StFH3.l��se�a2¢altav+m a6a�a �.$nga5ft�i �ScrtSras?naan�9r. and cn rahps doc=a A= not cand&md dodm is Ivd f ttrz...e.. .>S.assdcaatkassesazade m�nY be �f=dMa dectmeeda **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT'* FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9quire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI an7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro My attached rigid ceiling Locations shown for permanent lateral teMraint 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. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippi(f , installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. Job {'umber: 136DCS006 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 .. / ... 10/27/17 12 C 4.24 LO 2M(M) B M ti 43 A D �-- 1 r5rr 2'9113 2'9" 3 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 foe Udell U# Lee R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 82 / 59 / - / - / - / 7.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 5 / - / 8 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 17 / 16 / - / - /- / 1.5 EXP: C HORZ TL 0 000 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 18.74 ft ( ) 9 Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 NCBCLL: 0.00 TCDL: 4.2 psf D Min Brg Width Req = - Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.084 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.013 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Re Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GC is 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) p Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber A-B 14 -11 B-C 8 -8 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 41 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 Loading)) Hipjack supports 1-11-8 setback jacks with no websA Aft . ev oar Wind Wind loads and reactions based on MWFRS. 471 E STAR r 00, OF E 40 015ASS FF 55 SI B0 BB 7F4S 00 99 2E 95 FB Afab iteos9vaz betsa akctsanfslgmed anc9 xaled by fAasvem3 Martuccs, ka. Uc."71E21 tm the datasttowm abon aging a SH41 S4'kf clip Gi3}S'b9 LbS1e.• tad ctp m$this dcd=aa2mnot am-1 4wd sisal mad salad oral tine m4A'3 sadhentuatsmcade m mt air aect W aas asy datmak =Ws. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. j2efer 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 ANSIt PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per 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; ICC: wwmicesafe.orii Job Number: 136DCS006 Ply: 1 SEQN: 688751 / T24 / COMN 4EHB Hayden-2601 "D" OL OW/DR Horton /4EHB Hayden-7601 "D" OL O Qty. 2 FROM. JAH DRW: Truss Label: L01 I Wat 39.2 Ibs ... / ... 10/27/17 12 T 4� 0 0 N=2X4(A1) B Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 5'2" 10'4" 5'2" 5'2" C=4X6 T CD C=2X4(A1) N E F 1112X4 10, 5'2" 5'2" } 1 5'2" 10'4" )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 / 279 / 421 / - 181 14.0 NA Cs: NA VERT(TL):-0.029. F 999 180 D 445 / 238 / 252 / - /- 14.0 iw Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 le / Misc Criteria Creep Factor: 1.5 D Min Brg 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)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. to Type(s): i A - B 19 0 C - D 1178 -658 VIEW Ver: 16.02.01D.0314.13 im 5}t 38 FF 5B 81 BO 815 7F 48 010 99 2E 85 FB tc;mibeencMelr atcaay nad and scaiod by Mao=l MRartlzc, .147352f on the dau thoww abon W.Ing a 5NA>Y tad cspilasofxfk dtzcmcntaannot ca;rw&nd dgna mnd sna!nh ti��aarthcntkas�sa�enwi 6a:a�rH.ca4 rc@actmrztr. `, B-C 1208 -65B D-E 19 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 592 -1000 F - D 692 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 300 - 273 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handling shippi g, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, byV TPI anc7'SBCA) fo'r satPety�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 63, B7 or 810, as applicable. Apply plates to each face of truss and positioh 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.,sh II not be responsible for, any deviation from this drawing,any failure to build the miss in conformance with ANSI PI 1, or for handling shippjn , installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this roes aeneral notes Daae and these web sites: ALPINE: www.alotnenw.com: TPI: www.minstcra: SBCA www.sbdndustrv.com: IM www.iocsafe.orq Job Dumber: 136DCS006 Ply: 1 SEQN: 688765 / T28 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: L02 Wgt: 49.0 Ibs / ... 10/27/17 3' + 7'4„ I 10'4" 3' 4'4" 3' 12 4 � C =4X6 =4X4 D T ih=2X4(A1)B E=2X4(Al) r ri to 5 A F y H G —�— 1112X4 =3X4 I 10, I 1' 1 3'1"12 3'10"12 1 3'1"12 '1 7'0"8 3'3"8 10'4" Loading Criteria (psi) 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/defi L/# LOG R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.026 G 999 240 B 568 / 278 /- /- /- / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.058 G 999 180 E 568 / 278 / - 1- /- 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.018 G - - �) B Min Br Width Re 1.5 g q NCBCLL: 0.00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 E Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 B & E are a ea Brin s rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.260 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.059 Chords Tens.Comp. Chords Tens. Comp. Lac. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 19 -14 D - E 510 -1120 Wind Duration:1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 B-C 509-1128 E-F 19 -14 Lumber C - D 468 -1088 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 1052 -470 G - E 1046 -471 Lumber value set "l3B" uses design values H - G 1074 -469 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading ' Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-0 cant 0 ref"°e dam. �w C-H 151 0 G-D C - G 15 0 156 0 and 1-0-0 overhang. End lacks have 3-0-0 setback V a with 0-2-0 cant and 1-0-0 overhang. Right side jacksAi„ have 3-0-0 setback with 0-2-0 cant and 1-0-0 z No 047M. � overhang. . e Wind 4. Wind loads and reactions based on MWFRS. , ' S TAT E OF Left and right cantilevers are exposed to wind wo *� v Left bottom chord exposed to wind. 40 01 SA39 FF 50 81 BOBB 7F 48 00 99 2E 25 FB Thit luM I'm beenan:9=Iad by mwaz lMartkgl; PE(FI.. ttc.raxiezl cwi �imdaSa shtiw» atxi�e arn?ng a 53r�.3 ao$16mLsq.$9�iia: bradcre� c af= d :�«-�*zrm nrtcran}bised s grads dsmaind ss.d ti�..:�.-S ant`aatirrarsu.�e nu[ 9a:crtf3xJ eai am;ds _tmrk C=Ii . **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 shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) foF sa�ety practices prior to pertorming these functions. Installers shall provide temporarryy bracing r�er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61 D, as applicable. Apply plate. to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> i PI 1, or for handiingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA www.sbcindu .com; ]CC: www.1ccsafe.orq Job Number: 136DCS006 Ply: 1 SEQN: 688763 / T31 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2 01 "D" OL O Qty: 4 FROM: JAH DRW: Truss Label: EJ3L I I Wgt 12.6 Ibs .. / ... 10/27/17 12 4 C TO T 2i4(A1) B M =' F, 15 A D i Fi 31 31 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 PIIg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph PP NA Ce: NA VERT(LL): NA g 192 1124 / 192 / - / 57 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 / 33 / 68 ! - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - C 61 / 40 / 31 / - 1- 11.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It Code / Mi.. Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg P Code: FBC 2014 RES Max TC CSI: 0.176 D Min Br Width Re g q = Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std2007 Max BC CSI: 0069 : . � C Min Brg Width Req = Bearing B is a rigid surtace. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any Ff/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: 16.02.01D.0314.13 A- B 19 0 B-C, 19 -61 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 Lumber value set "13B" uses design values B - D 0 0 approved 1/30/2013 byALSC Wind y „ Member design based on both MWFRS and C&C. &t Left cantilever is exposed to wind �I, we 4*441 Left bottom chord exposed to wind. 'WL -41 * . ,. ir .. 48 00 99, 2EZ5 Ft dwXzz A=nr+tcmnldwed skm 2nA=dt2d 6miszn ecdc M"k ba vumcd cn a ydr tmvk **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "'IMPORTANT** FURNISH THIS DRAWING TO'ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin9 handling shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, byy TPI ana'SBCA) satPety practices prior to performing these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rt id ceiling Locations shown for permanent lateral'restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and positio i 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 BuildinpComponents Group inc..shaI not be responsible for any deviation from this drawingq any failure to build the truss in conformance with ANSIffPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this dPawmg or cover page, listing this drawing indicates acceptance of ppro ess,ona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 0 Job Rumber: 136DCS006 Ply: 1 SEQN: 6887611 T30 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 10/27/17 A -L , 12 4 F-� 2X4(A1) B Fi 1' �' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 140 / 121 1 155 / - / 31 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 0 /6 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,000 D - - C 0 / 22 123 / - 1- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS : 1 00 Mean Height: 15.00 ItNCBC Code / Misc Criteria CreepFactor: 1.5 B Min Big Width Req = 1.5 Soffit . Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.179 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.019 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any' FT/RT:20(0)/10(0) Mfg Specified Camber: 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: 1&02.0113.0314.13 Lumber A- B 17 0 B- C 22 -8 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 "l3B" uses design values B - D 0 0 approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind - Left bottom chord exposed to wind. a 4001SA39FF5BSIBOEBW4S00l92E95FB r�ic ltarnaxtz&craslx s�na�.aar9 aeelad�y Pa7axaze3 Mar3ina.3 n(R. Lk. WWI en 0C datt4weaa Abm mikii; aSWWI ' a1:42fmnt5can2. inecde�das�rs dasasaa�•at me nstcaamiircd grad naiad mad 1ts�2 zs^t9cant4cat3sasaxsle e°wu&ks�^r3rde�r. aaeg etectm —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) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o'iherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer 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 professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this ioWs general notes page and flrese web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.iccsafe.orq Job Number: 136DCS006 IPly: 1 1 SEQN: 688759 / T57 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden -2801 "D" OL O Qty: 2 FROM: JAH DRW: Truss Label: CJ31- Wat: 15.4 Ibs I I ... / ... 10/27/17 2.83 12 C N 2X4(A1)B A T D ®L 4'2"3 J 4'2" 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL` 20.00 Wind Std: ASCE 7-10 P.g: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph RE NA Ce: NA VERT(LL): NA g 127 / 78 / - ! - / - 15.7 I BCLL: 0.00 Enclosure: Closed NA Cs: NA VERT(TL): NA D 20 /- / 10 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - C 51 / 39 /- / - / - / 1.5 Ld:EXP: C HORZ TL 0.000 D - - Wind reactions based on MWFRS Des CL 0.00 Mean Height: 15.00 ft ( ) B Min Br Width Re = 1.5 NCBCLL: O.OD Oode / Misc Criteria Creep Factor. 1.5 9 9 - TCDL: 4.2 psf D Min Brg Width Req = - Soffit: 2.OD Bldg Code: FBC 2014 RES Max TC CSI: 0.135 BCDL: 5.0 psf i C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TIPI Std: 2007 Max BC CSI: 0.026 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it f ep Factors Used: No Max Web CSI: 0.000 Lac. from endwall: NA Fif/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Pilate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber A-B 14 -9 B-C 12 -10 Value Set: 138 (Effective 6!1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set "13B" uses design values B - D .0 0 approved 113012013 by ALSC Loading The following trusses need concentrated loads at the ! . end of their overhangs: 0-0-0 span/setback member aspa' 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 lbs. t Sub -fascia beam assumptions: 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. "-0 sub -fascia beam on the 0-1-8 cantilever side. Hipjack supports 2-11-8 setback jacks with 0-1-8 •Aa cantilever one face; 0-1-8 cantilever opposite face., SAT Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Left bottom chord exposed to wind. �015A3&FF5B81B08B,7,F48009.2EB5FB xliti rttdiaa&srzs � xa�nedZA4* kd mn4n.X 0L.Lis.147n.0Igathe &Iaad WaabrturcVM0M 5!W1 srcrttr "casd s4p", nei Iad —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"' FURNISH THIS DRAWING TO ILL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ang,SBCA) for safety practices prior to performing these functions. Installers shall' provide temporary bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any attache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine; a division of ITW Buildln�LComponents Group Inc. sha 1 not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippir, installation and bracing of hvsses.A seal on this drawing or cover pa e_ . listing this drawing indicates acceptance of ppro�essrona�' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fha responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Aumber: 136DCS006 Ply: 1 SEQN: 681985 / T25 / SY42 I I 4EH6 Hayden-2601 "D" OL OW /DR Horton /4EH6 Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgt: 109.2 Ibs Page 1 of 2 / ... 10/27/17 1'4" (TYP) =2X4(R) AB C D E F G H I Loading Criteria (pso Wind Criteria TOLL: 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 it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/3012013 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 W=3X4 J K L M N O P =2X4(R) QR 19'11"8 _I 19,11 "8 _1 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria . ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 T- 109 / - / - /- /- 1239 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. HORZ(TL): 0.001 R - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 1 0 J- K 1 0 Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 L- M 1 0 Plate Type(s): D- E 1 0 M- N 1 0 WAVE VIEW Ver: 16.01.01B.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 I-J 1 0 13 WX 40 015A38 FF 56 8180 6B 7F49 00 99 2E 95 FB r3.itlteotAaa as clad s icd'attsd sxalvd 6y rlSarwcWarttn�, Ps frL. t@r.n&7Sa21 art �edaahawrt olxivn sr�tig a SNTw2 =thentintto rzdc Yratnd copinafthk drrex.rmrvt m not emokwad ifpwand xalad. and EhaSizAYm:R3ianfMsai&:�scote.mrat Da �er3f�si�x scvrF3ecErark <ZT&L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 0 -1 AB -AA 0 -1 AJ-AI 0 -1 AA- Z 0 -1 AI-AH 0 -1 Z-Y 0 -1 AH-AG 0 -1 Y-X 0 -1 AG-AF 0 -1 X - W 0 -1 AF-AE 0 -1 W-V 0 -1 AE-AD 0 -1 V-U 0 -1 AD -AC 0 -1 U-T 0 -1 AC -AB 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -2 R - T 0 -4 A -AK 0 -5 T-S 0 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B -AJ 0 -107 J -AA 0 -133 C-AI 0 -139 L-Z 0 -133 D-AH 0 -132 M-Y 0 -133 E-AG 0 -134 N-X 0 -134 F-AF 0 -133 O-W 0 -132 G-AE 0 -133 P-V 0 -139 H-AC 0 -133 Q-U 0 -107 "'IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a re uire extreme care in fabricating handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Went Safety Information, byy TPI an[7'SBCA) tot satPety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, icable. Apply places to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to Is 160A-Z for standard plate positrons. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. information see this lob's general notes page and these web sties: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: www.sbcindustrv.com: [CC: www.iccsafe. r_ Job dumber: 136DCS006 Ply: 1 SEQN: 6887451 T43 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: DJH DRW. Truss Label: FT2 Wgt: 142.8 Ibs 1 ... 10/27/17 9p"12 i 7'3"8 913"8 4 19'11"a i r 7'3"8 + 2 i t 10'5"12 1 1112X4 1112X6 =5X6 =2X4(R) =2X4(R) 1112X4 1116X8(R) W=3X4 =3X4 1112X4 1112X4 B C D E F G H I J K L M N O P AD T Ma(� v=2X4(R) AE 3 88KA.�8 AB AA X W V U T S R AC 81115X6(R) =5X8 =4X4 5XY W=3X4 19'11"8 — -I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 /- / - /_ /_ / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - / - /_ /_ / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 EXP: NA Des HORZ L 0,076 R - - R Min Br Width Re �) 9 q 1.3 9 CLLd: 10.00 Mean Height: NA ft Noffit: 1 00 Code / Misc Criteria CreepFactor. 1.5 Bearings AC & R are a rigid surface. TCDL: NA psf Soffit: 0.00 Bearing Bldg Code: FBC 2014 RES Max TC CSI: 0.535 AC requires a seat plate. . BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0,712 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.658 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FTIRT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -4604 Wind Duration: NA WAVE VIEW Ver: 16.02.01D.0314.13 B - C 0 -1891 J - K 0 0 C- D 0 -3329 J- L 0 -4086 Lumber D- F 0- 3329 L- M 0- 3305 Value Set: 13B (Effective 611/2013) E- F 0 0 M- N 0 -3305 Top chord 4x2 SP #1 F - G 0 -4618 N - O 0 -1896 Bot chord 4x2 SP #1 G- H 0 -4624 O- P 1 0 Webs 4x2 SP #3 H - 1 0 -4612 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All are 4X6 except as noted. AC -AB 1059 0 W - V 4392 0 plates P P vgtrswy���rJ 2708 0 V-U 0 0 Deflection�� AB-Z AA- Z 0 0 V- T 3809 0 Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail 4" a an Z- ffi Y Y 4034 0 X 4035 0 T- S S R 2700 0 1061 0 DEFLCAMB1014 for camber recommendations. - X - W 4624 0 - Additional Notes °a + 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBRIO14 for bracing and bridging Ao �r ' : Webs Tens.Comp. Webs Tens. Camp. recommendations. Webs are square cut except dbl diagonals or as a AD-AE 0 -3 ' A 0 41 W - J J - V 621 -66 0 425 otherwise shown. 'a � AC- -AC B 0 -1474 V- L 386 0 Truss must be installed as shown with top chord up.B -B + �` 'Obl 11 - 684-79 ABA57 C 0 -1136 M T 0 C- Z 844 0 T- N 822 0 D-Z 0 -89 4001SA38FF5081BOB57F4800992E85FB Z-F 0 -959 N-S S-0 0 -1119 1161 0 ThhItem 14%be�rea4adr Aga td uatadbybtartea1martenrs F-X 1361 1 0 O-R 477 0 -1477 PSVL.W.Gtais3IMthe dasaOWWO,abmra agaswsa X-G -918 P-R 0 -40 araii� amitt-ata srxfa. H-W 0 -326 R-Q 0 -7 and c.PaUc thk deewwntzme autcoWd..0 djnedmdx hd an8ttusSRAa +�ca mse lamsn[flaNar€f hraaraye9actmr caplar.. "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 and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperty attached rigid ceillnQ 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. {2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professiona engineertng responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com; ICC: wwmiccsafe.a Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: FT3 �+ 1'3" �{ 2'6" =4X6 A B T 18: =2X4(R)T v =2X4(R) i To S =4X4 Loading Criteria (pso 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 it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. R =4X6 Ply: 1 SEQN: 676129 / T32 / SY42 I , )l "D" OL O Qty: 11 FROM: DJH DRW: Wgt:98.0Ills .. / ... 10/27/17 7'3"8 9'3"8 15'11 "8 7'3"8 2' 6'8" "4{ 1'10"12{ 1'3"12 r r" _i P._] �-- 2'6" 17 -� =4X4 1113X4(R) 1113X4(R) =4X4 =4X6 C D E F G H I J K =6 1113X4(R) 1113X�4(R) = X4 = X6 =4X6 i15'11"8 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg:I NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U I Rw / Rh I RL / W Pf NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 /- 1- I - l - /7.5 Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5 HORZ(fL): 0.051 B - - L Min Big Width Req = - Bearing S is a rigid surface_ Cor4e / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate. TPI Std: 2007 Max BC CSI: 0.679 Rep, Factors Used: Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 F- G 0 -2675 WAIVE VIEW Ver:16.01.018.0614.20 B-C 0-1441 G-H 0 -2664 C- D 0 -2393 H- 1 0 -2356 D- E 0- 2393 I- J 0 -1442 E-F 0-2670 J-K 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. S- R 834 0 O- N 2527 0 I R- Q 2021 0 N- M 2022 0 jn Q- P 2625 0 M- L 831 0 P-O 2675 0 Maximum Web Forces Per Ply (Ibs) ' + 3 Webs Tens.Comp. Webs Tens. Comp. - T-U 0 G-O 0 - -3 A-S 0 -41 O-H -354 552 -47 S-B 0-1161 H-N 0 -391 �.Vw 00, k B- R 844 0 R- C 0- 807 N- I I- M 464 0 0 - 808 �a y� 4# : C- Q 506 0 D-Q 0 -98 M- J J-L 849 0 0 -1160 Q-E 0 -393 L-K 0 sa�a0 E-P 420 -162 K-L -15 0 -45 P-F 71 -299 400 I9A0101 PE(F1,1 wthea VMud W.! tfa caplas. **WARNING"* READ AND FOLLOW Al. —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of any as : 5B 8180 BB 7F 48 CO 99 2E 85 FB z�R,y nod WA wiled by ma kml Mukin", ithe dau-Awn AawvlegaSRA4 .. dtx_Faas,-st nMC=1imed:igwda dsealdd ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly is shall have bracing installed per BCSI sections B3, B7 or B10, rve and on the Joint- Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover pa e fesponslblilty solely for the design shown. The suitability Job umber: 136DCS006 Ply: 1 SEQN: 6819911 T44I 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 .. / ... 10/27/17 7'3"8 i 9-3"8 9' "12 16'2"10 r 7'3"8 T 2' 4 6'8"14 1'3" —{ "�{ 1�2�{ N 1� 11'3"121 11 I 1714 Lf 1� f" 1,3„ 1112X4 1112X4 1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4 1112X4 A B C D E F G H I J K L M T �'a=2X4(R) W 2X4(R)X as V U T S R Q P O N =4X7 =3X6 1113X4(R) 1114X4 =3X6 W=H0308 16'2"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.185 F 999 360 V 878 /- 1- l - 1- l 7.5 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 / - / - / - ! - / 3.1 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 Des Ld: 55.00 (T )� EXP: NA HORZ L 0.056 B - - N Min Brg Width Req = 1.3 Mean Height: NA ft Code / Misc Criteria CreepFactor. 1.5 Bearings V & N are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.743 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ I: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -2444 Wind Duration: NA WAVE, HS VIEW Ver: 16.01.01B.0614.19 B-C 0 -1471 H-I 0 -2444 Lumber C- D 0 -2454 I- J 0 -2444 D-E 0-2454 J-K 0 -1472 Value Set: 13B (Effective 6/1/2013) E- F 0 -2759 K- L 1 0 Top chord 4x2 SP #1 F - G 0 -2766 Bot chord 4x2 SP #1 Webs 4x2 SP #3 `Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "'I 3B" uses design values Chords Tens.Comp. Chords Tens. Comp_ approved 1/30/2013 by ALSC 9>� v- u figs o R- Q 2766 o Plating Notes U- T 2066 0 Q- P 2764 0 All plates are 4X6 except as noted. Ip aa, T - S 2702 0 P - O 2065 0 S- R 2702 0 O- N 849 0 Additional Notes 0 V, #tee + 2x6 continuous strop back. See detail Maximum Web Forces Per PI ( Ibs STRBRIBR1014 for bracing and bridging7162 Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square out except dbl diagonals or as W - X 0 -3 Q - G 144 -71 otherwise shown. A- V 0 41 G- P 0 -648 Truss must be installed as shown with to chord u v V - B 0 -1181 1- P 95 136 P P * B- U 865 0 P- J 516 0 +*0 U- C 0- 827 J- O 0 - 825 C- T 528 0 O- K 866 0 D-T 0 -98 K-N 0 -1182 �y E- R 459 -162 N- M 0 -40 iI4 R-F 56 -322 40 01 5A 38 FF 58 81BO 8B 7F49 00 99 2E 85 F8 rfitnlwaladbyvwa-lmarttacr, -E (i ' tic. 04M12f"the date shown An" Wfis a SHAH a khents fim=A_ Prated cUpimxodt£u., dMat=s:aana matcm'A&mil %tPavtand=Ind aaadtf'c:"+wz2whantimlioncode mwtbinm O dmaxyd"trnr.- czr:a&. "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) roe safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�i PI 1, or for handling shdppincl, 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 sui abtltty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineft w.com; TPI: www. inst.o ; SBCA: www.sbdndu .com; ICC: www.iccsa[e.orci Truss Label:yde -26 1 "D" OL OW /DR Horton /4EHB Hayden-2II 01 "D" OL O I Qty: 1 .81bs I FROM: DJH 61 / T34 I SY42 I DRW: 10/27/17 I FT5 =3X8 =3X4 =3X8 A B C E =3X10 =3X10 3'8"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:l NA Ct: NA CAT: NA PP Deflection in foe 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 Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - Des Ld: 55.00 EXP: NA I HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA ft LL Cotle / Misc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. 9 9 Soffit: 0.00 TCDL: NA psf Bld6 Code: FBC 2014 RES Max TC CSI: 0.064 Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft RepI Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -11 I: NA GCpi: NA Plate Type(s): Wind Duration: NA I WAVE VIEW Ver: 16.01 01B 0614-20 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 "l3B" uses design values approved 1/30/2013 by ALSC E - A 0 -64 B - D 0 -124 E-A 0 -21 D-C 0 -36 Additional Notes 1) MA E- B 0 -112 C- D 0 -63 Webs are square cut except dbl diagonals or as otherwise shown. #o A - E 0 34 C - D 0 -21 Truss be installed top must as shown with chord up.047101 �v e v STATE� 40 015A38 FF 5B 8180 BB 7P48 00 99 2€ 85 FB rAtitmrs�,lnraPasr.mclssrnaneca3ysi{scdand=1adbyMaw_IKUrib , tvdeppf t d"dtraptmmnotamsid,smds4=-;=dtriad anE Hvz �3A>3,av4h¢n�catimecrsda n�sst�s�tt3tl�exs auydectinr3c. —WARNING— READ AND FOLLOW ALQ NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, 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 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of 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 ANSIITPI 1 Sec.2. Job (')umber: 136DCS006 Ply: 1 SEQN: 622563 / T42 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM. DJH DRW: Truss Label: FT6 Wgt 30.8 Ibs .. / ... 10/27/17 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 " 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 "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac.=1.00I Plate Dur.Fac =1.00) TC- From 50 plf at 0.00 to 50 ptf at 2.58 BC- From 5 plf at 0.00 to 5 plf at 2.71 TC- 200 lb Conc. Load at 0.40 TC- 878 lb Conc. Load at 2.02 Hangers I Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f --1 '3"12 —, F d . F3" 1� 0"1� 1112AX4 = 3BX4 III C 4 03X4 i 2r8"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pn: NA CY NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.005 B 999 360 F 435 / - I - I - Lu: NA Cs: NA VERT(TL): 0.007 B 999 240 D 785 /- /- !- Snow Duration: NA HORZ(LL): 0.001 D - - F Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.946 /- /6.0 TPI Std: 2007 Max BC CSI: 0.124 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.104 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 B- C 1 0 Plate Type(s): WAVE VIEW Ver: 16.01.01 B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) No 04702 STATE Im 40 01SAL 38 EF 51381 BO 867E 48 00 93 2E 95 FB lf,fx Item aada ,sled by tAaa ,&JMutb=, €R . a SHA•3 11"�dietiLifa$IeTA £�`B. f ^a¢nd et hmsc$thv daitlA= rat=wlAwed Viand mbd wand ttae SKAA suthcn6mt�onuae nxe[ Gn m faed m amy dectrarak swm 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 wire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, bVV TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly did ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. ADDIV Dlates to each face of truss and Dosition as shown above and on the Joinf Details. unless noted otherwise. (2efer to a division of im i,orrorn acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS006 I Ply: 1 SEQN: 681989 / T33 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden 601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT7 Wgt 145.6 Ibs / ... 10/27/17 7'3"8 I 9'3"8 15'11"12 19'11"8 778 2' 6'8"4 3'11"l2 �3"12 1'3' 1 '!' Lf6i [-�-!F1'6" z 5 12 1112X4 1112X6 W=3X4=2X4(R) 2X4(R) =5X6 III?X4 1116X8(R) III2X6 =3X4 1112X4 =5X10 =5X8 1112X4 7'8 AE A B C ID E F G H I J K L M N O P (� v =2X4A(R) 1 3"8 =30 AC Y X W V AD 5X6 AB X8Z 1114X10(R) =4X4 U III X4 = XS 5X8 W=3X6 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pd: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh ! RL / W TCDL: 10.00 Speed: NA mph Pf 1 NA Ce: NA VERT(LL): 0.453 H 515 360 AD 1165 / - / - / - ! - / 7.5 BCLL: 0.00 Enclosure: NA Lut NA Cs: NA VERT(TL): 0.708 H 329 240 R 1440 I - I - I - ! - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.058 R - - AD Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.091 R - - R Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 1.5 Bearings AD & R are a rigid surface. TCDL: NA psf Bearing AD requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.769 9 q P Load Duration: 1.00 MWFRS Parallel Dist: NA TPV Std: 2007 Max BC CSI: 0.967 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chards Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -5184 Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.19 B - C 0 -2057 J - K 0 0 Lumber C- D 0 -3666 J- L 0 -4901 Value Set: 13B (Effective 6l1/2013) D - F 0 -3666 L - M 0 -4317 E-F 0 0 M-N 0 -4317 Top chord 4x2 SP #1 F - G 0 -5211 N - O 0 -2618 Bot chord 4x2 SP #1 G - H 0 - 6217 O - P 1 0 Webs 4x2 SP #3 H - I 0 -5209 Lumber value set "1313" uses design values approved 113012013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Special Loads tit MA - Chords Tens.Comp. Chords Tens. Comp. —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) yr1p rs� - AD -AC 1142 0 X - W 5116 0 TC- From 100 plf at 0.00 to 100 plf at 19.71 r�� " AC -AA 2957 0 W - V 0 0 BC -From 1 D plf at 0.00 to 10 plf at 19.83 * AB -AA 0 0 W - U 4715 0 TC- 435 lb Conc. Load at 15.98 AA_ Z 4503 0 U - T 3751 0 ' Z-Y 4503 0 T-S 3751 0 Plating Notes Y-X 5217 0 S-R 1434 0 All plates are 4X6 except as noted. Deflection . " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.45" DL: 0.25'. See detail STATE Ofe DEFLCAMB1014 for camber recommendations. ' AE-AF 0 -3 J - W 0 -298 A -AD 0 -42 W- L 259 0 Additional Notes,"` '*OR �� AD- B 0 -1589 L- U 0 -540 + 2x6 continuous strongback. See detail ON B -AC 1273 0 M - U 0 -75 STRBRIBR1014 for bracing and bridging AC- C 0 -1252 U - N 727 0 recommendations. C -AA 963 0 N - T 22 -4 Webs are square cut except dbl diagonals or as D -AA 0 -79 N - S 0 -1589 otherwise shown. 40015A38FF5581BOBB7F4800992E85FB AA_F 0-1138 S-O 1648 0 Truss must be installed as shown with to chord u . rrdt arc ]04ng2j l hWina U:igaa�r rAax ci krartGnea, F - Y 1536 0 O - R 0 -1995 P P c.r[staztcnmcaresrc nacavew2ngast�f.3 a,cnir�xi�. Y- G 0 -1006 P- R D - 34 H-X 0 -137 R-Q 0 -7 f umicWtaofdhs dm=ea-m not c=Jdmd sIpad=d miad X - J 147 0 =d tFm ka e.60N.MccJc nsst Lm arrJ§f 1. xayedcctre cupia `"WARNING— READ AND FOLLOW ALIL NOTES ON THIS DRAWINGI -IMPORTANT"" FURNISH THIS DRAWING TO ALLI 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 r7 SBCA) toy 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 raid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss 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 Buildinpp 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 rofessiona engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Dumber: 136DCS006 Ply: 1 SEQN: 681681 / T47 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DA DRW: Truss Label: FTB Wgt: 86.8 Ibs / ... 10/27/17 A T 3 e=2X4(K)�p 2X4(R) r i AB y"e 1'2"4 (T'P) B C D E F G H I J K L M Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP Al Webs 42 SP #3 Lumber value set "13131" 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. N 15'8" J 15'11"8 Snow Criteria (Pg,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 /- I- I- /- / 188 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 Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp_ Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.032 A- B 1 0 G- H 1 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 1 0 H - 1 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 1-1 1 0 Plate Type(s): D- E 1 0 J- K 1 0 WAVE VIEW Ver: 16.01.016.0614.19 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 oo V-U 0 -1 P-O 0 -1 av y�,aax■� U-T 0 -1 O-N 0 -1 Maximum Web Forces Per Ply (Ibs) No 047182, Webs Tens.Comp. Webs Tens. Comp. e AA -AB 0 -2 N-M 0 -8 A-Z 0 -43 M-N 0 -49 STATE Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ OR tC-X B- Y 0 -141 H- S 0 -133 0 -132 I-R 0 -133 e�� + ON D-W 0 -134 J-Q 0 -133 O E- V 0 -133 K- P 0 -134 F-U 0 -133 G-T 0 -133 L-O 0 -133 40 of 5A3s:FF 5s sl Bo BB 7F48 00 99 2E 85 FB Thu ICarniun 6esxa e<krdr a eed and smalcdbry l m.Amarttnes PEM. Lk.03M92,1 t��das¢sfiarin abateu ga53sb.1 auttfemCnaicaszada c�r;mtadc i .mdih�s dtxa t�tasa not cum-Aimmd •�a"9 s�mlmd a<asr the Tr."A�i n3hent;ca?smt¢tda mwC be wmriPcd cn aaydoctronk �aylms. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) tc safety practices poor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a prorp�efly 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 Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI1 I 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 thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this JoWs general notes a SBCA: www.sbtndu .coin [CC: www.iasafe.ott Job Number: 136DCS006 Ply: 1 SEQN: 622524 / T40 / SY42 ` 4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT9 I Wgt 114.8 Ibs .. / ... 10/27/17 5'2"4 7,2" I 7' "8 16'8" 5'74 2' ' 4 9'3"8 �— 1'3" —� F j 1'1"8 1'3"12 1712 2'6" 2-5"12 — 2'6" 1'3" —{ W=3X4 1112X4 1112X4 =3X6 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J K_ i i�� % ii •�•• •�• i ry is � �. �.oil �:i �r 16'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA P91 NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 /- /- /- /- /- BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - / - /- /- / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - Des Ld: 55.00 EXP: NA I HORZ(TL): 0.043 M - - M Min Big Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria Creep Factor1.5 . Bearing M is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing M requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 9 q P Load Duration: 1.00 MWFRS Parallel Dist: NA TPIIStd: 2007 Max BC CSI: 0.856 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply (ibs) Loc. from endwall: NA FT/ff:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 3 0 F - G 0 -2917 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H -1 0 -2543 Value Set: 13B (Effective 6/1/2013) D - E 0 -2878 1- J -1523 E-F 0-2917 J -K 1 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0 Plating Notes V- U 0 0 Q- P 0 0 . : U- T 2267 0 Q- O 2885 0 All plates are 4X6 except as noted. 4k�sww� �� T - S 2263 0 O - N 2141 0 a S- R ' 2878 0 N- M 874 0 Deflection 1O F x Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail Maximum Web Forces Per PI ( Ibs DEFLCAMB1014 for camber recommendations. i :. Webs Tens.Comp_ Webs Tens. Comp. _ Additional Notes A- W 0 -58 G- O 0 -465 + 2x6 continuous strop back. See detail W - B 0 -1214 H - O 0 -41 STRBRIBR1014 for bracing and bridging I - B - U 881 0 0-1 547 0 recommendations. STAB" - U-C 0 -1056 I-N 0 -859 Webs are square cut except dbl diagonals or as 1 C - S 976 0 N - J 902 0 otherwise shown.' , $ S - D 0 -348 J - M 0 -1217 Truss must be installed as shown with top chord up. R-E 67 -270 K-M 0 -42 �+°,'' �r L-X 0 -3 Q-G 220 -55 40 01 SA38 FF 56 818O 88 7F4810 99 2E S5 FB M itsr h" been &=fad b'!r>Iaa:*xai Marttnes> M k%. Lk.047222i on thada4s AZWa ab M ta. n9 a VA-1 ent�Cam�aaaxtfa«, n1owd rt # ad'Xhk sfncta .s xrm mot esaaicexedtie„ad zd:cale4 an! ti�.53A�2assiheneaat�cs.�emrat A�vxr3f�t en anr�dectrar� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"` FURNISH THIS DRAWING TO ALL'CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ancl'SBCA) fooF safety practices prior to performing these functions. installers shall provide temporarryv bracing per BCSi. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of we shall have bracingq installed per BCSI sections B3, B7 or 810, as applicable. Apply plate. 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 notlbe 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 ofirusseS.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 Loc for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Dumber: 136DCS006 Ply: 1 SEQN: 676131 / T45 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT10 Wgt: 42.0 Ibs / ... 10/27/17 6" 174 6" , �---� �-- 1'2"4 - -� =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) Defi/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 F 591 / - / - / - / - / - TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.019 B 999 240 D 697 / - / - / - / - / - 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(fL): 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 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp. A - B 0 -4 B - C 0 - 31 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCp!: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.018.0614.20 Wind Duration: NA WAVE, Chords Tens.Comp. Chords Tens. Comp_ Lumber F- E 595 0 E- D 595 0 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 4x2 SP 91 Webs Tens.Comp. Webs Tens. Comp. Webs 42 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 -48 C - D 0 -179 F-B 0 -771 D-C 0 -28 owl Special Loads �? B - E 50 -12 —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC-From 100 0.00 to 100 3.38 0 plf at plf at 07, BC- From 1 D pif at 0.00 to 10 pif at 3.38 a" TC- 917 lb Conc. Load at 1.85 !ft, No 00102 e+ Hangers /Ties (J) Hanger Support Required, by others Additional Notes V Webs dbl diagonals ! ; ' are square cut except or as otherwise shown. ' Truss must be installed as shown with top chord up. 11*;1 ERIAL 40 015A38 FF 53 8113065 7F49 00 99 2E 95 FB WtItem➢w beat a kvtronka:,Sj Aped and Jcd 41Aaruc9 MartIA _n (FL. tfc. "71821mthzLIAashaw"ab� wig a SiiT.i aUtt Cr,dCa*Yrrzd0. eFmlvd trpinxaithk dsr..cr,:ma a am"ot CwWamdti nc arsds kti .6tfr sKA-imwtbavexifbdrataapdectrmnk =101. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. •Refer to and follow the latest edition of BCSI (Building r Installers temporary Component Safety Information, byy TPI and'SBCA) safety practices prior to performing these functions. shall provide bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. hefer to drawings 160A-Z far 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 ANSI�I PI 1, for handling installation bracing trusses.A this drawing or conformance with or shipping, and of seal on cover page, _ listing this drawing indicates acceptance of professional engineed responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer ANSIITPI 1 Sec.2. per For more information see this'ob's general notes page and these web sites: ALPINE www.al ineitw.com; TPI: www. inst.o • SBCA' www.sbcindu .corn; ICC: www.icesafe.org Job Number: 136DCS006 IPly: 1 1 SEQN: 681686 / T46 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Haydern2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT11 I Wgt: 151.2 Ibs .. / ... 10/27/17 1'8"4 71"12 91"12 187"8 1'8"4 5'5"8 2' 9'5"12 1'3" VW12 1'3"12 11" I f---f 2'6" 1'4" -I I- - 2'5"12 2'6" �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 T O s�8 v =2X4(R) B —� !B— AA Z Y X IN V U T S R Q =5X8 =4X10 =5X6 =5X8 W=H0308=4X6('") Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 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 18.50 BC- From 10 pif at 0.00 to 10 plf at 18.50 TC- 591 Ib Conc. Load at 1.81 Plating Notes All plates are 4X6 except as noted. ("") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous stron back See detail 187'8 )w Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - / - 1- / - / 4.0 NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - / - /_ / - / 7.5 iw Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3 HORZ(TL): 0.071 P - - P Min Brg Width Req = 1.5 le / Misc Criteria Creep Factor: 1.5 Bearings AA & P are a rigid surface. g Code: FBC 2014 RES Max TC CSI: OA93 Bearing P requires a seat plate. Std: 2007 Max BC CSI: 0.759 Factors Used: Yes Max Web CSI: 0.538 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 3 0 H -1 0 -4028 VE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1769 I-J 0 0 C- E 0- 3179 I- K 0- 3209 D-E 0 0 K-L 0 -3209 E- F 0- 4501 L- M 0 -1849 F-G 0-4518 M-N 1 0 G - H 0 - 4025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. t; AA- Z 1686 0 U- T 0 0 Z-X 2664 0 Y- X 0 0 U-S S- R 3705 0 3705 0 ■ ovv r� X- W 3786 0 R- Q 2632 0 % 'No 047162 W- V 4518 0 V-U Q- P 1038 0 4514 0 r � a Maximum Web Forces Per Ply (Ibs) :Xz Webs Tens.Comp. Webs Tens. Comp. 0. 4-E OF. a A -AA 0 - 67 U- 1 445 0 * +e AA- B 0 -2248 I- R 0 -675 B-Z 805 0 Z-C 0 -1192 K-R R-L 0 -58 785 0 C-X 716 0 L-Q 0 -1088 # X-E 0 -841 Q-M 1129 0 SERIAL t E- W 954 0 W-F 0 -445 M- P N-P 0 -1444 0 -42 g 40'01SASSFF5881BO8B77F4800992E95F@ STRBRIBR1014 for bracing and bridging V - G 92 0 O -AB 1 -3 recommendations. mgItemaasimsmckc js ncdArAu edbyiAar,Waf«> G-U 0 -638 Webs are or as diagonals dbl except cut square dia (�' u`'raziszl ane dasa spawn atxirnugasxd3 q P 9 asd�e❑craa�.+m otherwise shown. Truss must be installed as shown with top chord up. °�tl" s r d x �° "°t`c nstc d4=a=gled =E il,&FAiA.al IrAhm6 sifmmda met m�r3f3e1 rmstsydcct� cwiJ=. "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) fo'r safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI., Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riclid ceiling Locations shown for permanent lateral restraint of we shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted othewise_ f�efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildingg�Components Group Inc. shall lot be responsible forany deviation from this drawing,any failure to build the truss rn conformance with ANSIrfPI 1, or for handling shippm installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates accepptance of professronall engineering responsibility solely for the design shown. The suitability and use of this thawing for any structur is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. a Job Number: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB Hayden-2601 "D" OL O Truss Label: FT12 T e ss 7'11 "4 7'11 "4 I' 1 �3"1f6_1 {'-3"1_Lf-4 F__L� 1112X4 2X4(R) =4X6 1112X4 =6X8 1112X6 _-A B C D E F G Ply: 1 SEQN: 622572 / T41 / SY42 Qty: 8 FROM: DJH DRW: Wgt 145.6 Ibs / ... 10/27/17 9'11"4 21'3"8 2' -{r 11'4"4 13"1Lf-i I f'— 21"4 --� I L3 =_1 =4X4 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4 H I J K L M N O P =3= 1 AC =5X8 1115X6(R) 1112X6 W=H0308(1) =4X10 =4X6 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 61112013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 21'3"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.450 X 554 360 AC 1157 1- / - 17.5 Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 / - / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.096 Q - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & Q are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0.896 Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp - Plate Type(s): A- B 1 0' 1-1 0 0 WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2048 I - K 0 -4524 C-D 0-3612 K-L 0 -4524 D-F 0-3612 L-M 0 -3612 E-F 0 0 M-N 0 -3612 F- G 0 -5233 N- O 0 -2045 G-H 0-5253 O-P 3 0 H - I 0 -5012 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp - g AC -AB 1137 0 AB- Z 2925 0 W-V W- U 0 0 4840 0 0, V `♦ ap' AA- Z 0 0 U- T 4840 0 Z-Y 4326 0 T-S 4192 0 ' w 047 Y- X 5253 0 S- R 2927 0 *' X- W 5248 0 R- Q 1134 0 Maximum Web Forces Per Ply (Ibs) ,. S.ATE OF Webs Tens.Comp. Webs Tens. Comp. AD-AE 0 -3 W - 1 454 -14 LN A -AC 0 - 42 AC- B 0 -1583 I- T T - L 0 - 438 462 0 Webs are square cut except dbl diagonals or as -0 ON � � B -AB 1266 0 L - S 0 -788 otherwise shown. #yF AB-C 0-1219 M-S 0 -73 C - Z 934 0 S - N 931 0 Truss must be installed as shown with top chord up. SERIAL D-Z 0 - N-R -122 4001 38FF5581808B7F4900992E95F8 Z-F 0 -968 68 R-O 0 1266 0 a#.triter:rTuAscraetedroa *0 Signedand=atadbyUaWZ1mu r4r, F-Y 1328 0 O-Q 0 -1562 .. tta. #�R73E2{ on IAmLc.4¢ sTr,:wo abar g a SNA i Y- G 0- 602 Q- P 0 -15 aediendsn5ier_ X-H 274 -118 P-Q 0 -44 ri'mteacrgites rtoca Awanot cmAdc dskn i d—hd H-W 8 -665 and ttse.�.a.-ia9aDranriat�as�enr�tbm�sdf'rd rardectrariis —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, handlingp shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSItPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. - listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suit -ability 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 page and these web sites: ALPINE: www.ai ineitw.com; TPI: www. !nst.o ' SBCA wwwsbdndu .com; ICC: wwmicesafe.opq Job Number: 136DCS006 I Ply: 1 1 SEQN: 622580 / T52 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: DJH DRW: Truss Label: FT13 Wgt 168.0 Ibs .. / ... 101271,7 T11"4 9'11"4 21'7" 7'11"4 2' 11712 �-- Z6"12 ---� {-� 2"e-{ �- 2'6"12 1 Z6"12 �{ =4X6 =5X8 W=3X4 112X6 =3X4 =4X6 IA B C D E F G H I J K L MN ae =XZ I " AB AA Z Y X W III.^o " T S R Q P AC =6X8 =6X6 102X6 W=H0308 IAX6(R) W=3X6 O �I2X6 =4X4 1112X6 =6X6 =6X8 t12X6 Loading Criteria (pst) 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 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP Al Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 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 STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21'7" 3w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 /- / - /- /- /7.5 NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 1- 1- I- /- 17.5 iw Duration: NA HORZ(LL): 0.043 B - - AC Min Big Width Req = 1.5 HORZ(TL): 0.068 B - - O Min Brg Width Req = 1.5 le / Misc Criteria Creep Factor. 1.5 , Bearings AC & O are a rigid surface. g Code: FBC 2014 RES Max TIC 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 -30M H- I 0 0 C-D 0 0 H-J 0 -5172 D- E 0 -4630 J- K 0 -4446 E- F 0 -4625 K- L 0 -3087 F-G 0 -5411 L-M 0 -1132 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 31 0 V-U 5309 0 AB -AA 2266 0 U - T 5309 0 7�' AA-Z 3914 0 Z- Y 3914 0 T-S S- R 4949 0 3916 0 ._ � 4+ W Y- X 5400 0 R- Q 3916 0 No 0147.102 X- W 5400 0 Q- P 2264 0 e W-V 5411 0 P-O 31 0 v . p Maximum Web Forces Per Ply (Ibs) It Webs Tens.Comp. Webs Tens. Comp. STATE - 1 AD-AE 0 -103 H - T 28 - 342 A -AC 0 -1020 T- J 350 0 A -AB 1495 0 AB- B 0 -1537 J- S S- K 0 - 681 704 0 a B -AA 1109 0 K- R 27 0 AA- D 0 -1104 K- Q 0 -1101 4 " D-Z 49 -3 D- Y 943 0 Q-L L- P 1116 0 0 -1536 40'015A39 FF 55 E1 Bfl 6B 71.4E GO 99.2E S5 FB Y - F 0 -1160 P - M 1494 0 Th1i ilarssisus cenekefe: zignmd ad, fad by Ma zl Marttnms, F - W 330 - 66 M - O 0 -102D 1E(rt. Ik.047i621 an tha dalz Aawn Abe" Wng a Stwl cr�tttiemseadr_ G- V 0 -320 N -AF 0 -103 V - H 562 -248 nras"d twkschhh docu^s Aa not mrn&eadv32nd_ea6d anE tre:5 ft;2 es+trcat(ecvec �e rn�ttam edt .irar;wdectrenk celpit. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handlia, shipping,linstallation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Atumber: 136DCS006 Ply: 1 1 SEQN: 681690 / T49 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 1 FROM: DJH DRW: Truss Label: FT14 Wgt: 114.8 Ibs I Page 1 of 2 .. / ... 10/27/17 T a i a 1.4" (NP) =2X4(R) _. A B C D E F G 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 It NCBCLL: 10.00 TCDL: NA psf Soffit: 0-00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 01 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 Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 =2X4(R) H I J K L M N O P Q R W=3X4 21'7" 21'7" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T. 109 / - / - /- /- / 259 Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brij Width Req = - Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. HORZ(TL):-0.000 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0-078 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 0 0 J- K 0 0 Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 0 K - L 0 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 0 0 L- M 0 0 Plate Type(s): D- E 0 0 M- N - 0 0 WAVE VIEW Ver: 16.01.01 B.0614.19 E- F 0 0 N- O 0 0 F-G 0 0 O-P 0 0 G-H 0 0 P-Q 0 0 H-1 0 0 Q-R 0 0 1-J 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 0 0 AB -AA 0 0 ..; �`� MAO "1p } AJ-AI 0 0 AI-AH 0 0 AA- Z Z- Y 0 0 0 0 ��� X IN�a �� AH-AG 0 0 Y- X 0 0 -1�� AG-AF 0 0 AF-AE 0 0 X- W W- V 0 0 0 0 No 047, 102 AE-AD 0 0 V- U 0 0 a e. AD -AC 0 0 U- T 0 0 AC -AB 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 0 a" AL -AM 0 -5 A -AK 0 -54 R-T S-AN 0 -54 -5 Maximum Gable Forces Per Ply (Ibs) aE;2�A's. �;RX Gables Tens.Comp. Gables Tens. Comp. 40 01 bA3E FF 5B 81 BO BB 7F 49 00 99 2E 85 F8 B -AJ 0 -142 K -AA 0 -133 ThU Iteni?rasbcera clectt�:rgncd aa&9 aalad by MRz l Marttncr, C -AI 0 -132 L - Z 0 -133 E(rl.t.turt5z(co[csiatsst"seaaatxivingasl€A3 D-AH 0 -134 M-Y 0 -133 s?Escora4r,a' E -AG 0 -133 N- X 0 -133 tudImidsof6kdMSMaar Aotc and dandled F-AF 0 -133 O-W 0 -134 arad G-AE 0 -133 P-V 0 -132 cvj�l0'- 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 anc7'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 shill) have a properly attached 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: kefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses>A seal on this drawing or cover page. listing this drawing indicates acceptance of pro essiona engmeenng 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 ioVs general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o : SBCA' www.sbcindu .com; IM www.icesafe.org Job Plumber: 136DCS006 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT15 3„1 1.4,E (TYP) A B C D E F G Ply: 1 SEQN: 684539 / T51 / SY42 Qty: 1 FROM: DJH DRW: Wgt:127.4lbs / ... 10/27/17 W=3X4=2X4(R) H I J K L M N O P- ale F8 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6 W=3X4 18'7"8 18'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 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 Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 R• 109 / - I - / - / - / 223 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AH Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.001 B - - Bearing AH is a rigid surface. EXP: NA Des Ld: 55.00 HORZ(rL):-0.002 B Mean Height: NA itNCBCLL: 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: 0.072 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.009 A - B 2 0 1-1 2 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 J - K 2 0 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: C - D 2 0 K - L 2 0 I: NA GCpi: NA Plate Type(s): D- E 2 0 L- M 2 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 2 0 M - N 2 0 Lumber F- G 2 0 N- O 2 0 G-H 2 0 O-P 2 0 Value Set: 13B (Effective 6/112013) H -1 2 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC AH-AG 0 -2 Z-Y 0 -2 AG-AF 0 -2 Y-X 0 -2 racing 0 AF-AE 0 -2 X - W 0 -2 Kasten rated sheathing to one face of this frame. r+ w AE-AD 0 -2 0 W-V V- U 0 0 -2 Plating Notes ce W, AD -AC AC -AB -2 0 -2 U - T 0 -2 -2 � AB 0 T S 0 -2 All plates are 2X4 except as noted.' No 047182 -AA AA-Z -2 0 - S-R 0 -2 -2 Additional Notes See detail STRBRIBR1014 for bracing and bridging WA + Maximum Web Forces Per Ply (Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with to chord P up. STATE QF A -AH 0 -67 Q -AI 0 -2 P-R 0 -50 �, in*to Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. "191,51 0 J-X 0 SERAL #; B-AG C -AF -133 0 -134 K- W 0 -133 -133 40 01 5A 38 FF 58 81 BOBB7€4900992E95FB D-AE 0 -133 L-V 0 -133 Thk Iteminasbnm LEts n sa vigmnd'and=fedu} Ma tl rnarthw. E -AD 0 -133 M - U 0 -133 (ii.us.tttazfcrtixefatcsharrsat¢rmangasxaz F-AC 0 -133 N-T 0 -134 setlsrmtttae. G -AB 0 -133 O- S 0 -133 €z'itatndcopi"vftii�doc�A rmgot c=Wiuedz4gadands-led H-Z 0 -133 =6 the aauth¢nE;caEidxeea4¢eaesE bnvzeMed an=jd"tm6: mint. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 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 ANSIlrPI 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 ANSIITPI 1 Sec.2. For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. into • SBCA: www.sbdndu .win ICC: www.iocsafe.org I s Label:Hayden-26 61 "D" OL OW /DR Horton 14EHB Hayden -2601 "D" OL O PQty: 8 I FROM: DJH 49 / T48 / SY42 I DRW: Trus Wqt:128.8lbs / ... 10/27/17 7'1"12 9'1"12 11 14 1878 7'1"12 2' 93"8 CY �712 �,3„1� =5X6 1112X4 1112X4 A B C D T v 1 �3"11� E 25"12 _3„1 -3„1 1112X4 W=3X4 =3X4 1112X4 F G H I J K + M VY =2X4(R) 1112X4 L M N =2X4(R) e e Z Y X W =5X6V U T S R Q P O � 1114 (R) =4X10 =5X6 W=3X4 187,13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.313 T 694 360 Z 1025 I - / - /- /- / 4.0 BCLL: 0.00 Enclosure: NA d NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 I- I - /_ /_ / 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 i HORZ(TL): 0.060 O - - O Min Big Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 Bearings Z & O are a rigid surface. 9 9 TCDL: NA psf Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.793 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA Ff/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 H -1 0 -3600 Lumber C-D 0 -1276 I-J 0 -2996 Value Set: 13B (Effective 6l1/2013) D - E 0 -2648 J - K 0 -2996 E-F 0 -3818 K-L 0 -1744 Top chord 4x2 SP #1 F- G 0-3831 L- M 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Z-Y 319 0 T-S 3831 0 Plating Notes All plates are 4X6 except as noted. MAP a Y- W 2096 0 S- R X - W 0 0 S - Q 0 0 3440 0 + r �, - W - V 3303 0 Q - P 2474 0 Deflection ; Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail �� a"' V- U 3301 0 P- O U - T 3831 0 985 0 DEFLCAMB1014 for No 047id?. camber recommendations. Additional Notes Maximum Web Forces Per Ply (Ibs) 6 ab_ Webs Tens.Comp. Webs Tens. Comp. + 2x6 continuous strongback. See detail �+ + STRBRIBRI O14 for bracing and bridging ST A - Z 0 -33 G - S 33 -570 recommendations. n I,. Z- B 0 -1035 S -1 361 0 Webs are square cut except dbl diagonals or as P B - Y 1301 0 1 - Q 0 -604 otherwise shown. �e� C- Y 0 -105 J- Q Y D 0 Q K 0 -53 709 0 Truss must be installed as shown with top chord up. - -1115 - D-W 767 0 K-P 0 -1015 goef", W-E 0 -9D9 P-L 1056 0 wit E-U 879 0 L-O 0 -1371 015A38FF5881!80B37F4&00992E&5FB U-F -281 M-O T-G 206 -171 N-AA 0 - -3 0 -3 SEx9t atnAsa isecn elxttresu'sa�{stxd�s9 acalad'�j+6Aarya+^9 bAartf�. ?£ (., ttc.di28Pt an tirmdasa shaviea atxtwa sr.g a 53iiri zssffi5�nt`aa.s+rfe. 3rhmdes�taeza3'thasd,:cc�rzstatmmaotea�sit�avtl a�zr°.9s�lazd ara6 ti��ar.�ienrca�sa�.uf¢nssst�earif�rxu amgd¢ctrero3s ' i mC3x. **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for sfandard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall of be'responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIt fPl 1, or for handling shipping?installation and bracing of trusses.A seal on this drawing or cover page_ I this drawing indicates acceptance of professions lengineering responsibility solely for the design shown. The suitability and use of this 9�.wing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. QN Truss Label:den-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O W9t164.4 Ibs FROM: DJH 92 / T50 / SY42 1 DRW: 10/27/17 �1.2n—+-1'4n--� (TYP) A B C D E F G H I 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 It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 41 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. J 10'4" 10'4n Snow Criteria (Pg,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 PY. NA Ce: NA VERT(LL): 0.000 1 999 360 J* 109 /- /- /- /- / 124 Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 R Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 B - - Bearing R is a rigid surface. HORZ(TL):-0.002 B Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 2 0 E- F 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 F - G 2 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 2 0 G- H 2 0 Plate Type(s): D- E 2 0 H -1 2 0 WAVE VIEW Ver: 16.01.01B.0614.19 40 013A 38 FF 55 81 BO BB 7F 49 00 99 2E 85 FB M AtomRuB�eenxsk¢tt�-gsi ncdwda Ivd by t AMd martvw, P£ (fL. tEt. �d72E21 � tit¢ d� srtrtov�a atxisst tr�ng a SHA�1 atiLiiEd1�Ra$iG49 ">mda. - z�btadcpinalttdstimu marenotcunskmadskmetiand =Igd and tie.2av�hant�a9',tasaeaadmrnrrs[iav�srifficdratsmpd«tfmrs� roam Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 0 -2 N-M 0 -2 I Q-P 0 -2 M-L 0 -2 P-O 0 -2 L-K 0 -2 O-N 0 -2 K-J 0 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -60 1-1 0 -41 J-1 0 -8 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-Q 0 -124 F-M 0 -133 I C-P 0 -136 G-L 0 -136 D-O 0 -133 H-K 0 -124 E-N 0 -134 **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 olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z far 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 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 suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIiTP11 Sec.2. Fnr mnra infnnnatinn caw this inh's nsnsml nntes nave and those wph sites• Al PWP w Rlninpitw mm• TPI, w tnimt nm, SRCA" w sheindmtm mm' ]CC, �.ir fp.nm r Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, l2n mnh Wind Sneed. I5' Mean Helaht, Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace 91 (A 2x4 'L' Brace s+ (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace Iw (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' l- - u Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' I 1 F Standard 3' 8' 4' 1t' 5' 3' 6' 7' 7' t' 8' 111 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' -� (U S P D P L #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 1 12' 4' 12' 9' 1 14' 0' 14' 0' #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' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5131 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 111 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' It'- 6' 2' 6. 7' 8' 4' 8' 11' 9' B. 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' _ S P P #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' lJ 1 i [ Stud 4' 2' 7' V 7' 6' 8' 9' 9' V 10' 5' 10110, 13' 9' 14' 0' 14' 0' 14' 0' O i l I StandardR4'4- 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' SO' 12' 8' 13' 7' 14' 0' 14' 0' #1 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 11 S P 02 7' 6' 7' 9' e' to, 9' 3' 10' 7' 111 0' 13, 11' IV 0' 14' 0' 14' 0' 03 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 r D r L Stud 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10'11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 5'8'6' 0' 7' 6' 8'0'10, 2' 10' 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 8'3'8' 7' 9'9'10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d SPF #3 8' 2' e' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LD U O fl H d 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V 8' 5' e' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 011 t D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 1 13' 7' 14' •0' 1 14' 0' 14' 0' About able Truss rS Diagonal brace option T vertical ten tg h any be - 18' - doubled when diagonal brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length Is 14'. )K)K 2x6 DF-L #2 or better diagonal T Vertical length shown I bracer single 8, In table above. or double cut Lr 45' (as shown) at upper end Connect diagonal at midoolnt of vertical wet ONE - AN 1IWODMPAW 13389 Lakof,.M Drive Earth City, MO 63045 `mil Refer to chart above for n - WARNDlGQ•s READ AHD FOLLOW ALL Naws,EIN THIS DRAVINQ wsIHpORTANTww fURMMJ THIS DRAVDW 70 ALL CIMTRACTDR.S DICIZZID4 TIE WSTALLML `` t Trusses require axtrome care In fablmtMg, hondUrig, shipping• ,nstnlOn% and bracing. Raf.0-to and Fallow the latest edition of BCSI (Building Component Safety Infornatian, y TPI and SBCA) for`, safety - pprraCtlCec prior to perFormhg theca functions. Installers shall provide temporary baring per, BCSL Iln45s noted otherwise, top chord shall have properly attached structurol sheothing and bottom d»rtl _Z shall have a property attached rigid celUra. Locations shown far permanent lateral restroblt of webs _ shall have bracing Installed par SCSI sections 43, B7 or 810, as applicubte. Apply plates to each face of truss and ppoossi1tion az shown above aha on tho Joint Details, unless noted otherwise. Refer to drowlrps 160A-Z for stnndord plate positions. Alpine, o dlvWon of ITV Bu0.tl1n9 Components Group Ina shall not be respons6,le For any devlatlon from to k-A the truss In with ANSI/TPI 1, or for handtIng, shipping, iO.ry this drawing, any failure conf-ce hstollation 6 bracing of trusses. a A seal on this drawling or cover page listbg this drawing, Indicates acceptance of prafesslorml ' shown of this drawbggnqrwe IXe oBAdkV Designer per AHSLiPI 1 se.? - far more information see this Job's gemeral notes page and these web sltea ALPINE www.atpineltw.coml TPA wwwApinst.orm SSCA, www.cbcindustrv.oral IM wwwlccsafe.org 1� Bracing Group Species and Grades) Group AI S cute -Pine -Fir Hem -Fir #1 / #2 IStandard #2 Stud 03 1 Stud 1 1 #3 Standard Dou las Flr-Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group 191 Hen -Fir #I & Btr #! Dou las Fir -Larch Southern Pinewww #1 #1 #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board>, xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these nodes. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 p(F over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For (1) 'L' brace, space nails at 2' ox, In le' end zones and 4' o.c. between Zones. 3K)Wor (2) 'L' braces- space nails at 3' o.c. 'L' bracing must be a minimun of 807 of web member length, Gable Vertical Plate Sizes Vertical Length No Splice ti Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 0', but less than It' 6' 3X4 Greater than 11' 6' 4X4 rVt 4Tf O mp- _ -, MAX, TOT, LD, 60 PSF AX, SPACING 24,0' Gable Stud Reinf orcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 Or- 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B �+ n #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S P F H F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' L' 11' 2' 11' it, 13' 7' 14' 0' C Q Standard 3' 6' 4' 7' 4' il' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' 41 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' 111 9' 12, 2' 13, 11' 14' 0' cu P D F L #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 03 3' 71 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14, 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13, 0' _U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' a, 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U LJ Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' It, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I� F Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' S #1 4' 5' 7' 3' 7' 6' 8' 7' a, I1' 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' It' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 n D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' S' 10, 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14, 0' d p S f F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U 0 1 H F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' IS' 11' 5' 14' 0' 14' 01 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' Il' 8' B' 9' 3' 10, il' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' e' 0'. 8' 3' 9' 5' 9' 9• 11, 2' I 8' 0 14' ' 14' 0' 0 14' ' 0 14' ' d S #2 4' 8' 7' 11' D' 2' 9' 4' 9' a, ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 01 q 7� D F L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' IV 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10, ill 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' t About) able Truss ' Dlagonal brace option- T vertical length may be doubled when diagonal 18' )K brace Is used. Connect L diagonal brace for 690# at each end. Max web Br ce total length is 14'. ilf31E j 2x6 DF-L #2 or ibetter diagonal r Vertical length shown braces single 8, )I In table above. or double cut 45' (as shown) at L 1 upper end. nttnuaus Henning 'Connect dlagonn at ' lllillllli (Ndy midpoint oP vertical web. Refer to chart above for max Qklb4e Ygr leng' wwVARNING,a READ AND FOLLOW ALL NOTES ON THIS DRAWING�` w ImPORTANTo FURNISH THIS ➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS -` �` ��` V Trusses require extreme core b- fabricating, handling, shipping, instntllng and bracing. Refer to and fallow tha latest ecution of BCSI ("dmo Component Safety Information, by TPI and SECA) for fety ty� n �l ���u�` procta:es prior to performing these functions. Installers shall provide temporary bracing per BCS1 Untess rated otlterrlse, top chord shall have properly attached structural sheathing and button diord _� No fI �� shall have properly attached HOW ceU,,q. Locations shown for permanent laterat restraint of webs shall have brocing hstaaed per SCSI sections 83, 67 or 210, s nppA c.ble. Apply plates to each face � Q 11 I LJ I� of trots and position ns ham above and - the Joint Detnls, untess noted otherwise. Refer to drawings 16CA-Z for st-dard = TPii plate positions, dh,tslm ITW Binding Components Group Inc shall be responsible for any dev,atian fro" ATE OF AN 1TWOOMPANY thiAlpine, a of of s droving, any falture to butid the truss h conformance with ANSI/TP1 1, or for handling, shipping. 1-tallatlon i broth trusses. �O q of A ..at on tills d wino - cover page Us" this drawing, Indicates acceptance of prof-alvgl solely for tlI design The sdtobRlty and use of this drawing Fl V responsa+llty sMm for awry d the respandbllty of the &+lW'g Designer per ANSI/TPI 1 Eori3hCtyeM063045 IM 0 t@fl� i ALPINEvrropineltwxani TPD w.tphstorgiaSBCA- wee..bcdustryargi - c ofaorg Bracing Group Species and Grades) Group A, S rote -Pine -Fir Hem -Fir 01 / #2 Stnndord 1 #2 1 Stud #3 1 Stud 1 1 03 IStanda,dl Dou tas Flr-Larch Southern Pinexxw #3 #3 Stud Stud Standard Stnndord Group B, Hem -Fir ql S Btr #1 Dou to Fir -Larch Southern Plnexwx #t #1 #2 02 Ix4 Braces shall be SRB (Stress -Rated Board). aeror Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these gradgs. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections For 135 plf over continuous bearing <5 psF TC Dead Load). Gable end supports load from 4' 0' outtookers With 2' 0' overhang, or le' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For (1) 'L' brace- space nails at 2' o.c. In 16' end zones and 4' o.c. between zones. 31 WFor (2) 'L' braces- space nails at 3' o.c. In IS' end zones and 6' o.c, between zones. bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X4 Greater than 4' 0, but 4X4 less than l2' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer For conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT, LD. 60 PSF MAX, SPACING 24,0' 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 907 of member length. Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 *2X8 \ U No IV ' or, ( fl brace required t. 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 413' 'L' or 'T' brace required End Driven Nnilsa 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Rigid Sheathing Toenalled Nallsi 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4 Nallj (4) toenails In the top and bottom chords. 'T' This detall to be used with the appropriate Alpine gable detail for _ ASCE Reinforcing wind toad. Member ASCE 7-05 Gable Detail Drawings - --A13015051014—A12015051014,—AU015051014,—AIG015051014—A14015051014— A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable Ndls Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. - A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCI03014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A16030ENC101014, A20030ENC101014, A20030ENDIM014, A20030PED10IM4 4 Ceiling See appropriate Alpine gable detalt for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End-ndl IN To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. , eb Length Increase w/ 'T' Brace Examples IT, Relnf. Mbr. Size 'T' Increase I 2x4 30 2x6 20 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' ssVARNDX3= READ ARM FRLMH ALL NMES UN THIS WAVING! ONDIPMARrn IFURN691 THIS MRAVM& TM ALL CMfnV rIWS M♦1UIMMIG THE INSTALtiRS. ajar„a+==,,,, FiT REF LET —IN VERT ^ ll' fooses require extmw `are �nloing '"abrn`'uPoiw ty?rMe laedtlon oFoco+paneniforndniyTPIomecao 9 DATE 10/01/14 prncy�es prior to perfominM these fuxtlans. Installers shaft provide tenporary "brnc�q per BCSI, Unless noted otherwise. top chord shatt have properly attached stractu-¢t she¢MhnM and botta, chard a No C.a7aea , = a^ e" = shall have n properly attached rgkl ceW�p, Locatkns shown for pernonwnt lateral restraint of webs Rom. s�� DRWG GBLLETIN1014 /7 ��NF9 shoohaw bradnp hstnaed per abo sand an th Jor DMO.et is opplrabte. Apply plats to .ad, fncar`jam—dill of truss and poslow+ as shorn ¢hove and on the ,bkrt MetaAs, unless rested oteerwise.TATUaFre+' Ref.r to dratnps 16OA-Z for st.dord plate posltbns. ',,.a�e� ty�yj d11�2�« �+'ar; AN ITW COMPANY ¢ dvlakn of ITV HWad�npp Components Grouupp Lx. shall not be reapansWe for ony rlevlatbn on da anfoliate to baiaf the truss !n conPornnrxx ANSi/TP1 1FhaM4 i?pj�4.�,pt wttlr Hi fp:lne, MAX. T❑T. LD. 60 PSF �`atea acaptarre of proFessOarN eal an Uis dr'a!tsipy �el`�far aoaasueessmnoasnsasra DUR. FAC ANY the de�Ston fhown. Tie tr°'A'M �stractare Isis the m 133691akefmnt0dve rwspo�gty of iht wading Mwsigr.r`a'Atttvli sect " MAX. SPACING 24.0° Ea_t City,M063W Far awns Information sew this Job's general notes page wad Mesa web sitesa ALPINE. www.nlpY741tw.Cam1 TPIa wew.taYlSter'0l SBCN www astrvarm IC6 wwrJcccafe.orm u-- ww ry� Hip Frame Details Hip Frame 2: 'R' Lthed Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss Manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 Mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 Mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hIn,ura4 To hi�a??$3�,�1��'lwrUns, w`WARNDO— READ NM ftuLDW MJ- �T� of TM MAV mW1RTANTww tTM= THIS OWING TD ALL COWMCRWS MIXUBM THE VWALL.QtS. ^ REF HIP FRAME DATE 10/01/14 Trusses ..qulre e.trene care in fabrbating, hondilng, sWpp1% instalUng and b=lmg• Refer to and `���GE��� \ s follow She lntost emtton of BCSI ca,amng Canponent Sn..ty Infornntbn, by Tp[ and SBCA) for safety " pract1ces prior to performing floss functions. Irrs**11— shall provide temporaarryy bratlngg per BCSI. Unless rated otherwise, top chord shag have properly attached structural shentWng and bottom chord = DRWG HIPFR1801014 shall have o properly attached rWW ceaNg. locaYbns sham fw p.rnonent lateral restraint of webs; _ fl PN 9 d Illll=� have brats hstnlled per BCSI sections 83, 87 or H1H, as appllcabla. A pl plates to oneh foes of truss and ppoositon as shornn obove and on the hat Deta0.s, mess rohdpotunse. _ .'1{/ S AE OF AN tTYV COMPANY Refer to drawings ISM-2 for standard plate positi.- Alpine, a envision of ITV Building �+pnnents Group Inc shot( not be responsible for my devintlon from tWs drawing, arty fakure to build the truss In conforname with ANSt/TPI I, or for handUng, shlppbv, S ' Q^ +PYi. t1 1 hstnllntlan 6 6raWg of trusses. A seal on this dra.irg or cover page UstYrg this drn.* g& Mcates acceptance of professional engheer ty amely for the dealgn shorn. The sultoblUty and use of tWs draft OQ s�` �Xz/Y%dtfl 13389 Lakefront Drive for any s t � curta g eh Eatlh City, MO 63M5 ft+rerc or Mre oresponsbRltY rnatlon see s rat pia a and these sites, phe tp or 9 SBCN =:cfridustr ALPINE, .wwni Itw.conl TPA www. inst B yorgl IM wew.1mcafe.org g'k;;t 11\1+,it r Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, 1K)K Attach each valley to every supporting truss withi (2) 16d box (0.135' x 3.5') nails toe -palled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,126' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced wlthl properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purtin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 3X4 12 12 Max, � 2X4 X4 Pitched Cut �---- 8-0-0 max Bottom Chord Valley 4X4 4X4 Valle Spacing 2X4 / Square Cut Stubbed Valley Optional. Hip Bottom Chord End Detail Joint Detail oe-na(led Valtey 55�71iX3 6-0-0 a 4 1X3 SX4 SPL (Max Spacing) iX3 2X4 Q aG\t'g SQ Common Trusses Partial Framing 20-0-0 (++) at 24' o.c, Plan Supporting trusses at 24' o.c, maximum spacing, ptuuuuhueq,7 nvAaiwtg■■ aEAi ANn faun. "'L'u'cc IN TM m""'"° �j aeg/y y''aTC LL 30 30 40PSF REF VALLEY DETAIL -WORTANT" FURNIShi TM WAVOhS Tn All CGNT =MRS nia.1/llm THE WTALMM Trusses r.Mr...trans care in fabricating, handt4,0, shilppNg, InatalUng and braWg, Ref.r to and ; �� � `tS �'C DL 20 15 7 PSF DATE 10/01/2014 folio. the latest editlm of BCST <DAtding Component Safety Infornatlm, by TPI and SLIM far safety ,Er h practkea prior to perforePng SPese functions. Instnllers shall provide tenporary broclne per BCSL = �. .�• IW Muted other.lae, top chord shall have properly attached .trvctu�el .heathing and batten chord �e.^^ B7C DL 10 10 10 PSF DRWG VAL160101014 shah have a properly attached rlpd eelWp Locations shown far permanent lateral restraint of webs Ij' shop have bracIng Installed per 8CS1 sections B3, 17 or BSa, as applkable. Apply plates to each face d ��� of truss and podtbn as chum abovw and on the Joint Details, unlew noted otherwise. _ 7 LL 0 0 0 PSF Refer to drawings 160,1-Z far tandard plate pasltians. P' _ AN wwooMPANY Alpine, a dIvlsian of Iry B�dldky Conporents Group inc. shall not be respo..U. for anyvinfrom _ -ATE OF TOT. LD, 60 55 57PSF this d—Ing, any fWWre to b.K the truss In conformance with ANSI/TPI 1, or for handling,shipping,�_ t installation L bracing of trusses, �e A seal on It" drawing or cover page Usting this drawing, Indicates acceptance of prat. clonal ->^ en solety for the de %4 o The swtarwsy and use of this dra.trip 4'? {','f f] Q� �-� UR.FAC.1.25/1.33 1.15 1,15 13389 La.ab Orive For any ctrsacMre tin. r.cpasklUty of tin. Bval6p D. lag per AMI/1PI 1 Ser2 �! f �tCJ Eanh Clty1A063045 far pore inforhatlon see this ,lob's general notes pp6nfle and these web sites+ ' � �(i! �v'`` ��� SPACING 24.0' ALPINE. w..atphnek..cohl TPI, ..wtpinst—gl SBCA, ..w.sbc4dustry-vi IC0 wn.kcsofe.or9 /i V �'�NrIli111fi::Yy9„ Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Henn Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other, suitable anchorage to permanently restraln 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. xr Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A , Purlin Spacing = 24" o,c, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure pchord h 2x4 03 grade Up t0 12 I I �\ (1 side only ateachend) attached with scab 2 rows of 10d box nails (0.128'x3') at 4' o,c. 4' Attach purlin bracing to the flat top chord using (2) 16d box nails 0,135'x3.5'). Spacing = O.C. max Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between. Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant nnited to all top chord purlin bracing with (2) 16d box nails (0.135'x3.51) and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,1281x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.51), Up to 12 4' I ( I I // 1 1 24' o.c. max Lop Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o.c. 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. vimilliflum wVARNDNQw REAR AND FOLLOV ALL NOTES ON THIS DRAVDNB\v� v q fSfIJ ..nMrnraNlw+ FURNISH TM DRAVM TO ALL CONTRACTORS DOMUDOiG THE INSTALLERS `�� ty Trusses require extreme care N fabricating, handling, slipping, Installing and bracing. Refer to amid Follow the latest edition of BCSI (EtAslog Component Safety Information, by 1PI and SBCA) for safety .���G E%j�.n proctivs prior to performing these functians. Installers shall provld¢ temporary bracing per BCSI. V,(� Unl ss led oth—ls., top chord shall hove properly attached structural sheatWm9 and bottom chord N shall have a properly attached rlgid ceAing. Locatlons shown for pernanent lateral restralat of webs z �. shall have and r. installed per BCSI sections the J or B10, as —less dot Pintos to ¢nU face _ of truss and ppolis 16C ns shown nhovr Mon the font DeWlls, unless mated otherwise. Refer to draw 160A-Z for stof ITV BLdtdlngandard plate poslutlo's. e far y AN 17W00 %PANY tNs'�Ioyn•ng vanynfauure to bugs the ptruss in c nfolmrnanca 1. with ANSVTPI I,, ornot be blfar h.MUng. shippinpiron M qTE off, Installation i bracing of trusses. A seal on this dr-1-2 or cover page usthg this drawing, Indicates acceptance of professiamol erp¢,eerbg responsB�Nty sdNy for tin d¢slgn she The sultobillty m,d use of this drowLg �¢3 4J W for any strucW'e Is the resporreRdlty of the BuBmng Des>gner per ANSVIPI ! Sec2 fin 1336g City, MO 3dve Far more Information see this job's eneral notes ``�i Earth Cily,M063046 ALPIND w•walobleltw.con, TPB •ww.tnJnc+—a, SBCA, ww.shclndustry ral 100 www ec-Feor 1�f01..�©/u/11 VP1n*"� tt` The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0.120'x1.375' nails, (4) Into cap TC & (4) into base truss TC or <1) 28PB wave piggyback plate plated to the plggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note, Nulling thru holes of wave plate Is acceptable. x 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'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach a 8' c.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 1112, full chord depth scabs (each face). Attach a 8' o.c. with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pi gyback plate to each face 0 8' o.c. Attach teeth to pigg back at time of ti fabrication. Attach to supporng truss with (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK. DATE 10/01/14 DRWG PB160101014 p n t , CLR Reinf orcing This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notest This detall 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 2-2x4CO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer sealed cle3ign, 00 Center scab on wide face of web, Apply (1) scab to each face of web, Member Substitution T-Reinforcement or L-Reinforcementi Apply to either side of web narrow face. Attach with lod (0,128'x3.0',m1n) 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-Reinf, Scab Reinf, v d �� I�L� AN RVdcGMPANY 13389 Lakefront Drive Faith City, MO 63046 MW r■naolTArm�nxUM TITIaS�mAVM TNO O ALL Ci+�T= Bin ING TlE WTAUMs Trusses requir. extreme cwe In fabrkntha. handing, shipping. afstalUng and amc1p� Refer to and fallow helatest e,sSWn of BCSI CBusdJg Component S.f¢ty irKornntbn, by TPI and SBCA) for .nfety yactkee prior to perforning these functlons. installers shall provide temporary bra&* per BCSL Unless rated otherwise, top chord shall have property attached structural sheathirg and bottom chord h webs hall have a properly attached 11 Id eecU L23, B u shorn for permanent lateral t.. to shall Novo braWg In..tied -hat and sitian as sowoboe. and on the Joint wtae., UnI... natea other.ise. ,Zr,B�I eectlons 83, BT or H30, as k.ble. Apply plates to each Pacs Refer to drar4 gs 160A-2 for standard plate positions. Alph., . alvtstan of ITV Binding Components Group Inc shall not be responsible for any devl.tbn from this dmwnp any fdlure to bJld tha truss h confornwce with ANS!/TPI 1, or far handling, shipping, bstallatlon L bradrg of trusses A seal wh this drawing or saver page llsteg this drawing, b,dcates acceptance of professional ergMeerY�p respanvbM1lSy solely for the design shown. The Suitability and use of this drawing far an sty n¢ — Is the respanslblity of the &ddng Designer per ANSVTPI I SecZ far pore In see this Job'. general notes page and these web sites, ALPINE, w—atolneltw.comi TP1, www.tob,storar.SBCh rww.sbclndustrvoroi ICa ...Icc..f.aro �.�,� �� / �i �� Q ` � ��C Ns� �� i g 1` DS .Q ( or .A I l}}��,,ii {,, f1, 2 F,r c, t'Y Y' (f~ . 7s� f� i✓ i dfl 'ff4_ IJ"Ilia,.. nt\ � .0�y TC LL PSF TC DL PSF C DL PSF $C LL PSF = T. LD, PSF REF CLR Subst, DATE 10/01/14 DRWG BRCLBSUB1014 DUR, FACE SPACING • Cracked or Broken Memloer 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 (U = Minimum nailing distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and spPecies as damaged member. Apply one scab per face. Minlmun 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 rafts (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. No s .-11111 L L 4' o c Typical ~ + O + O + O + 0 O + O + O + 0 + --1 2' 1_ Stagger+ = Back Face 10d Box (0.128' x 3', min) Naitsi 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 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 P 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# s L KnImun D L Distance L Ninlnun L Distance 8 L L .rVARNrNG" READ AND FO=W ALL NOTES ON TIM DRAVDJGI REF MEMBER REPAIR w DVORTANTo FURNISH TNIS DRAWING ITI ALL CONTRACTORS INCLUDING THE IKTALLERS h E ((�� s/ Trusses = xteene in Pabrkcating, handling shipping, installing and brad.p Refer to and V i fallow the latest edtlon of BCSI (Bulding Component Safety Information, by TPI and SBCA) for safety �` �' ` N DATE 10/01/14 practkros prior to perforNno these wctlm& Installers shall provide temporary bracing per BCSL NO. Unless noted otherwise. top Chord shall have property attached structural shentNn9 and button dinar DRWG REPCHRD1014 shall Ymve proparly attached Hold ceiling, Locotlons shorn for permanent lateral restraint of webs ,,L, f7 �� f� snail Nava bracing installed per DCSI -[tons 113, B7 — B)e, as applonbl.. Apply plates to each face d 11 1L_J IQ 1� of truss and 0osltion as shorn obove and on the Joint Details, unless noted otherwise. TC �C q Refer to drawings 16CA-Z for standard plate positions, l� r AN ITW COMPANY Alpine, a d ilsion of ITV Building Components Group Inc. shot( not be responsible for any deviation from y'0 this drawing, *my Fallure to build the truss In conformance with ANSVIPI 1, or for handling, shipping, InistailaUan L bracing of trus-s. A sent m this dros4no or cover page UstVQ this drawing. Indicates nccepta.- of professiorni engoeerFig responsbUty zo1Ny far the design shown The sultablKy and use of this drawing / 13389 Lokaftonl Dave for nrgr structure Is the responsibility of the MdNo Deslgmer per ANSI/TPI 1 Sec2Aj p �`t\ �1 Earth City, M0630a5 for note Information see this Job's general notes page and these web sites f17/If"+^ `t ` SPACING 24.0' MAX ALPINE wrw.nlptrwltr.conl TPI. rww.tpimt targi SBCA- ww,cbcinductryargi ICG wwwJccrofaarg (ill 111t R. IL w STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO TRIM -TILLER T' EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C, MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), 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 —SINGE --MANY FACTORS --AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND — LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER 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 SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - 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) 1001 BOX 0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLC - MAY USE A 12'-LONG-7716'-PLYWO❑D-(OR-OSB)-GUSSET T❑_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') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —WARNINf" READ NO FOUMV ALL NOM ON THIS MAVRxa MLIVORTANT— FLWSH THM DRAWING TO ALL CONTRACTORS INCLOY G TW MSTALLUM Trusses req k v awtrene care in fabrbatirg hondllnp, shipping, Instal and bruhp. Refer to an follow the latest ed , of BCSI Bu9dlnp Canponeni Sofwty Infornatlon. y TP[ and SBCA) for safet practices PNar to perfornMp thew funcibns [retaller. shall provide tenporory bratlng per HCSL ese noted otherwise, top chard shall have property attached structural sine. g end button h v stall have a properly attad+ed rlptd ceiling. Locations shown for pernonent lateral restraint of we d Lf-�-1� g shall have bradnp Installed per SI sections S3, g7 or H10, as applicable. Apply plates to each fac �� of truss and position ae shown above and on the .bent tatas9, unless noted atherwlw. Refer to drawings 16OA-Z for standard plate posltlom ii�d%COMP.,NI, Alpine, a dvlslon of ITV HullchQ Cwponents Group Inc shall not be responsible for any devihtlon f AN this drawing, any fa0ere to build the truss In confornance with ANSVTPI I, or For hooding, shipphp, installation & bracing of trusse& A seal on this drawkv or cover page listing this drawing, edlcates acceptance of iamfessbnal responsbNlty solely for the design shown Ihs sWia y a+d use of this dro"V 13389 Lakefront Odve far a,ry s octane Is fiw ro�onsWltY of iho bAdhg gasfpner' per ANSGfPI L Seca Earth City, MO 63045 s an For n . Info, an the Jo1's pen rot notes po, ge and thes�reb sites�c�^M REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, AN MCOMPANY 13388 Lakefront Dr ve Earth City. MO 63045 ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D; 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind DC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128°x3,0', min) nails at 8p 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, vARNINM— READ Arm Fm.Lnv ALL NnTM ON TwS DRAWM ',' `L'^ "� rl "'' REF 2X4 SCAB O.H. ■■n�rANro FUMM TM BRAvm m ALL camimcfan DiMUMM THE INSTALLERS. Cps /� '. TOTAL TOP CHORD Trusses regd- extreme [are In PobrkotirQ, handlhg, shipphg, hstaWng and larochg. Refer to and `:�ty. eCjGIVS� : LOAD NOT TO DATE 10/01/14 alor the latest edition of BCSI CD l4 g Canponent Snf¢ty Infor,wtbnI by 7PI and SBGU far safety `` \ = EXCEED 40 PSF a[flees prbr to perFarnhg theca funetlanc. Insta(ler¢ shop provide t¢nporary br dng per BCSI. ess mated o to lee, tap chord shalt have properly attached siructurol sheathhg°wd bottom chord _ No r (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 all have a properly ottn[hed rigid celUng. Locatbns ¢horn for pernonent Wterol restraint of webs mIt have bracing Instalted per BCSI sections B3, 87 or B101 - oodlcable. Appty plates to each face ' truss and pDorattan as shorn above and on the .loot Dotals, urd ss noted otherwise. -far to drarhgs 16DA-Z for st.nd-d plate padtlans� _ [. ATE OF AlBu ptne, a division of ITV 9dlno Components Groupfor any 1n shall not be responsible fany devlatlon from : S ds dra¢hg any Fat Flu;; to Wldrusses. the truss In conf.n ncs vIt$, ANSVTPI 4 — for handling, 1pphg, stollatbn racing f / - A seal on this drawhg or cover page USOV SMs d-OV, hdlcates acceptance of pmresd6onal �. �® �0 igale¢rhg re samy for the design shown Tow sVWty and use of tiss drawly %=n i c„ A�. a DUR, FAC, 1,15/1.25 � any structure responsbAlty of the Budd% Bacgner per' ArIsuIP[ 1 Seca, For none Information see this Job's general notes pogo and these web dtespfpF! ,l I, N�1.� ttttSPACING 24e ALPING ■wwalpbwitv.conl TPb w tphst. W SHCA� www.sbGnaWstry.orgl ILG www,cccnfearg f/f 1t r STR❑NGBACK BRIDGING REC❑MMENDATI❑NS S_ kV N❑TEI Details 1 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,02 NAILS. BUTT STRONGBACK BRIDGING TOGETHER 4' —0. ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT SCAB 6. O.C. NOTEr IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH TO (3)10dBACK C3) O WEB W/ lOd COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN O 28'x3.0') NAILS U O STR13NGBACK BRIDGING SPACING REQUIREMENTS Up to DP None required 1(' to 20' 1 rosy (at curter of VW 20' to 2 rm 0 at each u3 ) to 0 3 rrns 0 at etas 114 ) Over 40 roes at IV aG All scab -on blocks shall be a minimum 2x4 °stress graded lumber.' Alt 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 addltlonat Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). 0 o ATTACH STRRON(H AACK TO BOTTOM CHORD WITH (2) M10 — 3' SCREWS STR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES MWARIMM . REM ""D FCUMW N.L Nff'a w T'0S nuwDiO -119T Mr" FW= 71DS MAVM 70 ALL @4TRACMRS D4I7JMM T46 RCTALLMM f7Tj°{. TC LL PSF REF STR❑NGBACK DATE 10/01/14 follow Trusses requl^e extrerx care in fabrkatkll, handitp s4�pinp, InstalDrg and broMP Refer to and the wrest ednlan of BCSI (VAdI.p Component Safety LKortatlon, by TPI and SBCA) far safety to these functlons Installers tenporaryr SCSL ad�U'1;vr '45kk,074- +�� °?.t? TC DL PSF DRWG STRBRIBR1014 Unless Macgces prior perfernkp stall provide _brodnp per rated otherwise, top chord shall have property attached struct—t she= g o. OA71 — BC DL PSF shall 1� shall d W1 of have a property attached rWd ceft. Loca Ions sum for e erranent lateral restraint have Moehp Installed per �I sections pUc t= each fnCe truss wid oitlon as shorn above and on the Joint Detalls, urdrss noted otherwise. ^'a = ^ Lip: STATE OF i BC LL PSF 111�—' Refer to a Paps > mz stgardarda� . '�`''Rs•a� AN IIINODMPAP4Y ihls)drawinp Cpina e,nit rat be to far try aeNat+an fra, ony foA.re to 4x�td the °truss In canFarnnnce wt4h AtLSvtpl�for hanwrp, shlppinp, '�,;,eEes'�` TOT. LD. PSF installntlon i hr'=dnp of trusses sxx tr A se=l an tNs dr=Ng or corer pa tlstkp this droekrp, kdeohs oaep'lence OP poftasaxal �6�'p yresp `ley i ainz,narrsaazainnommsars "'" DUR. FAC. 1.00 far 13389 Lakefront Drive Earth City, MD 63045 anyy wre� sa' q pTM'sepmr0 Ns°f�vrp`�1 ser2 For rare Inforratlon see tMsjob's general notes page and these web sltem ALPM0 wwwnloinekecom TPD wwwADWr orci SWM wwe sheInd strvnror ICU—kesafeoro -- -- SPACING