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HomeMy WebLinkAboutTRUSSSCANNED DY RANEY COMPONENTS 71ey 19900 Independence Blvd. Groveland, FI 34736 altip011ents, ELc one: (352)429-9429 - (352)429-0304 " Fax: (352)429-7429 -Jol j Information: Address: Custom& Name: Creekside Lot 55 DR Ho on 8716 Cobblestone Dr Descdpl ion: 4EBB 828-Cali "D" City, State, Zip: Fort Pierce, FL Cover Sheet Order # JOB # 36CS00055 Printed: Tue, May 29 2018 FOR Name and License Number: wQuury nuvrmacrvu. Root tddads: TC Live TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: � 10 7 0 10 0 0 0 0 Bldg, Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type:FBC;do,: 017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages' or sheets covered by this seal from: 1 thru 21 Total 21 DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO Al 2 AtA 3 A2 4 Ale A3 6 Al GE 7 A4 8 A5 A6 10 A7 11 A8G 12 D1 D1GE 14 C1 15 C1GE 16 M3 EJ7 18 BJ5 19 BJ3 20 Bit CJ7 :I Martinez IS Business DE fuel Martinez, 1=A0109800 1F -04'00' 1: 40 01 SA38 FF 5B 8180 813 W 48 CO 99 2E85 FB 4 itaeiiwbs nlczirua3s ed M=Ind by bla"l marttmo,% �M4.iSt.CST:.92{cei 1�2 daR¢sharxa atxaa�u ng 75HA•i tcn8aaz�ascs�dr. Pautrd zcqimsaafxlda da.: a —not cm4dmd*nwi mad=66 sn6 the :SHAA, hA mtScrs'i"a mdo n�t�cwerlfkd m wridcdranh FIL EOf v' Y Page 1 of 1 Job Number: 36CS00055 Ply: 1 SEQN: 668615 / T10 / COMN 4EBB 1828-Cali "D" /DR Horton /4EBB 1628-Cali "D" City: 16 FROM: AH DRW: Truss Label: Al Wgt 224.0 lbs / ... 05/29/2018 r 49 T1+ } } 3 6314 9489 7691023 4 6'415 5 5559 i 1123(4 m4X6 miM m3X8 t=3X4 =4X6 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 1' 6'2'13 5'9"3 _i 2'0°1 5'9'i5'9'1 59'1 2'0"112 1' 6'2"13 + t2' r14'0'15 19'10" + 257"1 T 211 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 , NCBCLL: 10.00 Mean Height: 15.00 ft p J Min B Width Re 2.0 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 r9 q Soffit 2.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per l�lbs) TChords T GCpi: 0.18 Plate Type(s): Chords Tens.Comp. ns. Camp. I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2465 H - 1 1228 -2467 Top chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 -3057 Bot chord 2x4 SP #1 E - F 1114 -1906 J - K �27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 -826 web member_ Same species & SRB grade or better, .. R - Q 2670 -1193 N - M 2671 -1195 attachedwith Bd Box or Gun (0.113"x2.5",min.)nails,,,®t�s1 Q _ P 2670 -1193 M - L 2671 -1195 1e .. i► °*• �� FE �� P - O 2104 -801 L - J 2674 -1195 Loading +� Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide ffi g � Webs Tens.Comp. Webs Tens -Comp. clearance. R - C 276 -5 O - G 494, -7T7 Wind C-P 418 -596 G-N 464' -164 Member design based on both MWFRS and C&C. : P - E 464 -164 N - I 419 -597 _ STATE Of E - O 494 -776 I - L 276, -6 F - O 1385 - 751 SERIAL* 40 015AL3�8 FF 50 8180 BB 7F49 00 99 2E 85 FB imi item I= Y.eC}a andumlad by IA.245iSd Ma rttn=. P£ M. ttcA974921 on the data stmwa aban wAng a SKfal m3�lent`#a4�9a&Gda. sFibmdcopiesofthisdoaa=atxranot=w1d=ds*n lord;eased mad the SHAr.1a4R%ienGcatrceacagenut baw Afied ennyrdectmrAt dies. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re u!re extreme care in fabricatinp'handlingsh! ping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, bV TPI andSBCA) F satPety practices prior to performing these functions. Installers shall provide temporary rtney, 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 bracingp installed per BCSI sections 63, 67 or 81D, oar mnznrx„r as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to 7 drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc :shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number:! 36CS00055 Ply: 1 SEQN: 668616 / T13 ! COMN 4EBB 1828 ali "D" !DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label:111,A1A Wgt: 260.4 Ibs .. / ... 05/29/2018 Loading TCLL: TCDL: BCLL: BCDL: Des Ld: Soffit Load 6'4'9 T10°�9 1447 19'10' 22'6"4 26"' 31'97 i 33'3°i7 39'8" i r 6'4'9 +1'6" 6'5°15 + 5'5°9 + N-4 4'1'12 h 5'17 r1'6� 6'4°9 r F==-6X12 t12X4 m4X6 m3X4 m6X8 I X4 92X4 =4X10 SEAT PLATE REa 39'8" SEAT PLATE REQ. 6'2'13 5'9"3 2'0"1 5'9"1 2'10" 4' 6'5'15 6'6"1 1� 6'2"13 12 14D"1 19'10' 22'8' 26'8' 331'15 39'8" riteria (psf) Wind Criteria moo Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 ft 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf Lion: 1.25 MWFRS Parallel Dist: 0 to h/2 4.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Top chd d 2x4 SP #1 Bot cho it 2x4 SP #1 Webs 2z4 SP 93 Bracing) (a) Cori nuous lateral restraint equally spaced on membe Or 1x4 "T" reinforcement. 80% length of web m � ber. Same species & SRB grade or better, attache' with 8d Box or Gun (0.113W.5",min.)nails @6"oi Wind Memb, rl design based on both MWFRS and C&C. ;o 0 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 1960 / - / 445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.980 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H - I 1743 -3379 C - D 1225 - 2257 I - J 1722 - 3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112 -1740 K-L 27 0 F - G 1509 -2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497 -1190 R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494 -1190 O-M 36 -15 S - R 1920 - 800 M - K 2477 -1179 No 047182 a � e 40 01 SA 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB rUt4amltn ba elearwdml' i"ed.ard scarce by la."A Matthica, � (FL. lie. dr1.133(an ttiadate shown obcrea w,�ig a SNA.i as.'2}LfiifinLA'JA Lade. 2at�tnd cgiiaia9'rias dtrrr.�,t am n�rt cmditixad d4nad and iralad and tha SfWl avthettkation ude rn.i be vrAfecd m aw d"W W_ rs-PIm. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ U- C 276 - 5 P- G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E-R 494 -720 N-O 114 -4 F-R 42 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1679 - 657 M - J 390 - 685 P-Q 27 0 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Infonnatien, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. Apply prates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of iri 1,or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability IPP7P.y< emYraiJznts: itr Job Number: 36CS00055 Ply: 1 SEQN: 668617 / T9 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt: 246.4 Ibs I / I 1 05f2912018 G 32 I 4 �18"� 45415 I 67"9 + 188 i 6739 + 4'51 5 �316""a 64"9 �5x8=-5X6 F G d2X4 =3X4 =3X6 �3X4�3X8 zE X6 =3X4 It2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2°13 5'10"3 1'11" 5' 18° 5'1"12 11 "I 5'10"3 6'2"13 1' h + 6'2'13 + 120"15 + 14'' 19' +20'64 25'8° +2T7 33'5"3 + 39'8" Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwali: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 / 710 / 964 / - / 428 8.0 Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 / 964 / - / - /18.0 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 K Min Big Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.665 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lb Chords Tens.ComD. Chords Tens. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 z ON otzx 11 40 015ASSFF 58 81 BO BB 7F4& 00 99.2E 85 FB 3rs&itartAxaPse�mek- s�tcd'.�r4ssaled3�!FAaaarc9 k}�ft6ra, A-B 27 0 G-H 1145 -1814 B - C 1500 -2823 H - I 1351 -2345 C - D 1333 -2385 I - J 1333 -2384 D - E 1352 - 2346 J - K 1501 - 2823 E-F 1149 -1820 K-L 1127 0 F-G 1101 -1552 Maximum Sot Chord Forces Per I Plyl(lbs) Chords Tens.Comp. Chords Tens. Comp. B - T 2458 -1192 P - O 2058 - 950 T - S 2455 -1192 O - N 2058 - 950 S - R 2059 - 921 N - M 2456 -1203 R - Q 2059 - 921 M - K 245B -1203 Q - P 1547 - 589 I' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T-C 216 -6 P-G 5141 -377 C - S 307 -438 P - H 472 -694 S - E 427 -153 H - N 426 -151 E - Q 474 - 697 N - J 369, - 440 F-Q 637 -311 J-M 216 -9 F - P 317 - 297 1 (£f.. tk.GEr3S2(antAc s3aS4 sha7wnaP3smw.�'nga SNA»1 ss�tancaatuaCdSdR. ta3 e�#ms',asrtf�s titxtaast•,tmv aatcr�si�mad sidna;::�ail sled. ' =d the-14A4 aukhantimUmccdc nmt *uftadcn uydl trar8e capim. ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anrTSBCA) toy safety practices prior to performing these functions. Installers shall provide temporary ahey, bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Onr rlrerl/nz 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 Bu!Idin Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN PI 1, or for handling shipping, installation and bracing of frusses.A seal on this d9awing or cover pa e_ . listing this drawingg indicates acceptance of professionq engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: I 6CS00055 Ply: 1 SEQN: 668618 / T1 / COMN 4EBB 1828- 6ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label:) , 1 B Wgt 224.0 Ibs / ... 05/29/2018 �I 6'4"8 T10 14'4"I 31'9"7 _r 33'3"S 39'8° I� r 6'4°8 1'6" 6'5"14 + 5'5"9 5'S°9 6'5"14 1'6" 6'4"6 �I li II F=5X6 �I I f 04X4E G 12 6 (a) `43X6 gC3X6D (a) H ! I (a) (a) (a) II ! =3X6(A1)B J=3X6(A1) II R m2X4 Q S p O N M =3X6 =3X8 =3X6 L 112X4 I� SEAT PLATE REQ. SEAT PLATE REQ. — 1&4" I, 5'8" 208" 6'212 5'9"4 + 2'0°7`� _ _ 5'9"1 5'9"1 �2'0"1� +14'D°1 5'9"4 i 6'2"12 i 1' T _r 6'2"12 12' I 19'10" 2N 1 2T8" 33'I 39'8" Loading 6teria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 10.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL I W B 438 / 164 1272 /- / 445 / 8.0 TCDL:%.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 BCLL: 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S' 336 1154 / 192 /- / - / 68.0 BCDL: 0.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - J 872 / 384 / 645 / - /- 18.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 F - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 II TCDL: 4.2 sf p BCDL: 5.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.548 S Min Br Width Re g q = J Min Brg Width Req = 1.5 Load Du lion: 1.25 psf MWFRS Parallel Dist: D to h!2 TPI Sid: 2014 Max BC CSI: 0.480 Bearings B, S, J are a rigid surface. Spacing: 4.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes p Max Web CSI: 0.538 Bearings B & J require a seat plate. r Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 F - G -20 Top chor 2x4 SP #1 Bot chor 2x4 SP 91 4 B - C 170 -156 G - H -76 Webs 2z SP #k3 C - D 407 -56 H - I 42503 -745 D - E 567 -150 I - J 708 -1385 BraCing�l E- F 289 -165 J- K 27 0 11 (a) ContiPPPPP uous lateral restraint equally spaced on membei !IOr 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) Chords r ChordsOTens. Comp web me speciesor ls 2.5" - attache' with dab x (0-1 1R3" min.)naade BR 515Com3p� R - Q 510 -399 N - M 1182 -489 Plating) otes,, Q - P 510 -399 M - L 1182 -489 P O 788 761 L J 1186 All plate; are 3X4 except as noted.# - - - -489 Wind ZMaximum Web Forces Per Ply (Ibs) Membedesign based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp_ R-C 310 -16 O-G 510 -751 C P 465 G N 492 e - -700 - -182 P - E 674 N I 441 -1218 - -654 + *� E - O 720 -297 I - L 290 -4 F-O 56 -182 SERIALA 40 01 SA3S EF 5B 81 B0 BB 7F 48 0D 89 2E 85 FB ThIr by Ma:mntl Martin, i PE M. tfe-04n!121 om the da*¢ howa abawl u^.Mg a VA>8 I 1�+thanttcata�scda, Pa'satad vVi=a6L 8wr:r^•..sAM mot M-Aitbzrad d_,I-6d w,E the S"s. 3awR antsa;fearszztarnutYm arsz3fa„t atwtdatmm: II =lac,. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss) s reqguire extreme care in bricatingg handlin shipping, Comp; hen[ Safety Information, bV TPI and'SBCA) toF safety installing and bracing..Refer to and follow the latest edition of practices prior to performing these functions. Installers shall provide BCSI (Building temporarryY bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a properly arrey attach tl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSLsections 63, B7 or B10, ntxnents to (2efer f as ap livable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. to drawl gs 160A-Z for standard plate positions. Alpin' a division of ITW 8uildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the for installation bracing trusses.A this drawing truss' conformance with ANSI�I PI 1, or handling shipping, and of seal on listing this drawingindicates acceptance of professions engineeringg responsibility solely for the design shown. this drawing for is the of the 8u!lding Designer ANSI/TPI 1 Sec.2. or cover page_ , The su! brhty and use of any structure responsibility per For mole information see this "ob's general notes page and these web sites: ALPINE: www.al inedw.com• TPI: www. inst.o ; SBCA www.sbcindust .com' IM www.iccsafe.o Job Number: 36GS00055 Ply: 1 SEQN: 668619 / T8 / HIPS i I 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 252.0 Ibs .. / ... 05/2912018 i r 66'4 T F 38 4315'915 +3163� 63948"9° 8 41 1� 604415 4T2478 m6X6 III XM m3X4 m3X6 m3X4 m3X4 m3X4 =3X6 m3X4 IMX4 SEAT PLATE REQ, 6'2"13 5'10"3 6'2"13 12'1" 398° 1'11° 2'10" 2'10° 3' 14' 3 19'10" 228° 25'8" 111 �3 2TT'� SEAT PLATE REQ. 5'102 6'2"13 1� 33'5°3 39'8" 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 too Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 R 999 240 B 1561 1712 1965 / - / 387 !,8.0 BCLL: 0.00 Enclosure: Closed - Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 1712 / 965 ! - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS � Des Ld: 37.00 EXP: C HORZ(TL): 0.125 M - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.690 Maximum Top Chord Forces Per (Ibs) Loc. from endwall: not in 4.50 itT FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp_ Chords eris. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1550 -2829 H - I 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 1550 -2829 Bot chord 2x4 SP #1 E - F 1268 -1952 K - L i 27 0 Webs 2x4 SP #3 F - G 1192 -1700 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2465 -1238 Q - P 1690 751 x� o U- T 2462 -1239 P- O T S 2043 - 970 O - N 2043 -1000 2043 -1000 - S - R 2043 - 970 N - M 2462 -1267 aw R - Q 1690 - 725 M - K 2465 -1267 No 047102 ° sr Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens! Comp. WOW S U-C 228 -6 Q-G C- T 323 G- P 238 -200 536 324 -464 T-E 392 P-H 412 v C) R -161 E - R 412 - 585 H - N -585 392 -161 * F - R 536 - 324 N - J 324i 464 F-Q 238 -200 J-M 228, -8 40 01 SA38 FF 58 81 B0 BB 71748 00 99 2E85 FB Thu itetm bea ala s' wd an�paled by V-VAsl tm artkt*z' "r'ff trL, l6c.Gtit&21 an tl�a daScaM�voatxvas irin�.a SF#A"3 . acthertira;k�a¢cda � Filet copemufdkh documwd=vat=,gredAVg dmds bd and tic. lauffic datimcode m.t ba*mi1W aswi dcdmrjk rnpies. *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reyu!re extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary crney 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 B10, om rvrrcrrts ur as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. kefer to I 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{ shlppin�, installation and bracing of irusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of pro essiona engineer!ngg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the eu!Iding Designer per ANSI/TPI 1 Sec.2. Jab Number' �i6CS00055 Ply: 1 SEQN: 668637 / T11 / GABL I 4EBB 1828- all "D" [DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label.;IA1 GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/29/2018 Loading TCLL: TCDL: BCLL: BCDL: Des Ld: Soffit: Loadl 6'47 13'6°12 I _0' 25'10.4 3338 39'8' 647 T5'5 8'0'4 ,4 T5'S 6'47 F- 78' --I I.- q2, 14- SEAT PLATE REC. SEATPLATEREO. SEATPLATEREQ. SEAT PLATE REQ. i 13W _i 5. 21' _-L Ft' 8'Y71 8'N°5 2 80'4 4 2 8'11°5 6'2'11 1� . 8'2'11 13'2' 1 '12 74W 2590'4 6 33'S°5 398' �il griteria (psf) 0.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Deft/CSI Criteria PP Deflection in loc Udefl U# ♦Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 434 1197 1- l - l - 18.0 g i 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 i i 0.00 0.00 Enclosure: Closed Risk Category: 11 Lu: NA Cs: NA Snow Duration: NA VERT(TL): 0.207 U 999 180 HORZ(LL): -0.031 F - - BI 1509 1725 / - / - ! - 18.0 BJ 502 / 213 1- 10 10 / 8.0 7.00 10.00 2.00 lion: 1.25 24A " EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: D to hl2 C&C Dist a: 3.97 ft Loc. from endwall: Any HORZ(TL): 0.058 F - - Creep Factor: 2.0 Max TC CSI: 0.514 Max BC CSI: 0.438 Max Web CSI: 0.792 Mfg Specified Camber: X 862 1417 /- /- /- / B.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 X Min Brg Width Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Code / Misc Criteria BldgCode: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Bearings B, BI, BJ, & X require a seat plate. VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Maximum Top Chord Forces Per Ply (Ibs) To ch11 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chop 2x4 SP #1 :BC2 2x6 SP #1: A _ g 27 -20 M - N 62 74 Webs 2i a SP #3 :W2, W3, W7 2x4 SP #1: B - C 170 -439 N - O 64 -75 Bracin' C-D 421 -156 O-P 57 -108 g�inforcement. (b) scab/80% length of web member. D-E 453 -182 E - F 486 -208 P-Q 60 -115 Q - R 74 -131 Same s e, species & grade or better. Attach with 10d F - G 494 -215 R - S 128 -203 Box or un (0.128"x3",min.)nails @ 6" oc. Cor)'nuous lateral restraint equally spaced on MAO,$* G - H 528 - 240 S - T 224 - 544 (a) �e� me be Or 1x4 "T" reinforcement. 80% length of �� '�+ we m tuber. Same species & SRB grade or better,, H - i 551 -269 1 - J 128 -152 T - U 301 -653 U - V 342 699 x�x� attache with 8d Box or Gun (0.113"x2.5",min.)nails J - K 89 -137 V - W 372 - 736 a @6"0l NO 047 K-L 61 -111 W-X 644 -1352 27 Specia, Loads e - L-M 62 -107 X-Y -20 -(L Inber Dur.Fac.=1.25 / Plate DucFac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: F in 56 plf at -1.00 to 56 plf at 40.67 1t Chords Tens.Comp. Chords Tens. Comp. BC: F m 4 off at -1.00 to 4 pif at 0.00 BC: F ` m 20 plf at 0.00 to 20 plf at 39.67 STAR IE OF B -AD 338 -107 AB -AA 606 -290 BC: rom 4 pif at 39.67 to 4 ptf at 40.67 s AD -AC 335 -109 AA- Z 1148 -532 TC: 13 lb Cone. Load at 15.17,17.17 'r AC -AB 299 -799 Z - X 1151 -530 BC: 32 lb Cone. Load at 15.17,17.17� Plating 1 Notes Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. fa All pla �s are 2X4 except as noted. 40015A38FF5B&1B08B7F4800992E85FB Windig AD-C 295 0 C-AE 295 -657 N-AB 388 -809 AB -AU 388 -8D9 VA Stem isms hcrnelxetwn��fsa�xr¢d=61c2lad tri maned Akarw,"; Wind Gads and reactions based on MWFRS. (rt..de.C4 aescca� stsswan a ¢xxstr AE-AF 297 -657 AU -AV 358 -769 ¢nt"$ =f 1pnal AF-AG 314 -679 AU-AX 23 -30 Addit Notes AG-AH 316 -680 AV-AW 353 -760 See WGSA16015ENC101014&GBLLETIN1014for AH-AC 302 -672 AX-BA 24 -31 -6 tta A>:-suJlvenBraSitardco4¢ nest be aesdlLa3 an s,rdcctmnse gable wind bracing and other requirements. Al- I 692 -1108 AY -AZ 340 -744 �II testes' Ig AI -AC 708-1133 BA -BD 24 -31 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! i -IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Comp braci g s require extreme care in fabricatingg handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI an,for safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a p ctrrey attac ed asap licable. 9efly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, Apply plates to each face. of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to p r�rrreru ,ir F drawl 'gs 160A-Z for standard plate positions. Alpin''� a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss) n listing�this conformance with ANSI PI 1, or for handling shipping, 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 and ipse of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00055 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss Label: A1GE Ply: 1 SEQN: 668637 / T11 / GABL City: 1 FROM: AH Wgt: 378.0 Ibs I Pane 2 of 2 I ... / ... i 05/29/2018 AI -AK 45 -60 BB -BC I 325 -730 13 4001SA39FF5091BO8137F4900992E95FB ifsis iten Aas#errsckrtxuex �. yced.assdscafcd6y 3AVudAnarun' MIR. tie. C+47tH2tan:I2,�t shaven a0se�w�gaSPr,�i axrtheritsaumudo- cFibb'd ccplexafttsa docc -entwo not cmil&md Apmd=d=Ind =d mawdectmroz minx. DRW: 1-AJ 659 -306 BD -BF 23 -30 AK -AN 45 -60 BE- S 372 782 AL -AM 727 -359 AA -BF ' 446 -19 AN-AQ 45 -60 AA-BG 268 -588 AO -AP 700 -337 S -BF 416 0 AQ-AT 44 -59 BG-BH 312 -655 AR -AS 689 -320 BH- W 277 -608 AS -AT 673 - 312 W - Z 282 0 AT -AB 636 -266 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E -AE 4 -3 AS- M 14 -21 F-AF 45 -57 O-AV 7 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 - 39 P -AY 50 - 65 AJ-J 87 -65 AZ -BA 10 -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AWAO 20 -8 R-BE 141 -99 AP- L 64 -68 BG- T 172 -114 AQ-AR 43 -47 BH-U 88 -119 '"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing:. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporary �ttriy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachetl ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or fi10, om rvrfitfs rsx as applicable. AppT lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. �2efer to F drawings 160A-Z for�s�andard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of pro ess16n I 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 I Sec.2. Fnr mnre infannation see this inh's neneral notes nave and these web sites: ALPINE: www.alDineftw.com: TPI: www.toinst.om: SBCA' www.sbcindustrv.com: IM www.iccsafe.orq Job Numbe • 36CS00055 Ply: 1 SEQN: 668620 / T7 / HIPS 4EBB 182 ali "D" [DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Labe : A4 Wgt: 254.8 Ibs .. / ... 05/29/2018 TCLL: TCDL: BCLL: BCDL: Des Le Soffit: Load Top c Bot ct Webs Wind 6'4"9 T10 12'4"7 15' 19'10" 24'8" 27'3"9 31'9"7 i 33'3",7 39'8" _ 64"9 +1-6°t 4'5"14 + 27"9+ 4'10" + 4'10" F 2'7"9 4'S"14 1'6" 8'4"9 =3X4 =5X6 Ill X4 3X4 M3X6=3X4 =3X8 3X4=3X6 3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. I'j - 39'8" 3 i 1 1� + �1 6'213 + 12'0"15 1 19� D" 24'8' 25' " 1 11 r 33'S 3 39'8 H I �. L;Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PsF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W B 1561 / 714 1962 ! - / 346 18.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 / 962 / - /- 18.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - Wind reactions based on MWFRS 37.00 EXP: C HORZ L 0.125 N - - B Min Brg Width Re 1.8 Code / Misc Criteria d 10.00 Mean Height: 15.00 R Creep Factor. 2.0 L Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. lion: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.467 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 Wind Duration: 1.60 WAVE B - C 1577 -2831 H -1 138E -2093 C - D 1411 -2370 1- J 1429 -2331 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 2x4 SP #1 E - F 1388 -2093 K - L 1576 -2831 SP #3 F- G 1334 -1958 L- M 27 0 design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) 4 Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 +$f �ywwsw y* V - U U - T 2465 -1273 2039 -996 Q - P P - O 2039 -1026 2039 -1026 to T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. r• � STATE OF V - C C U 235 -6 327 R - H Q 1 278 -172 404 522 - U - E -473 351 -161 - H - Q - 546 - 372 E-S 404 -522 1-0 351 -161 F-S 546 -372 O-K 328 -473 78 -172 K - N 235 -8 & _ G - R 2- 40015A38TF5881S0867F4800992E95 FB ThkJtemlwbeenctecta 8cayv%ncdw6aaaladbymar-4Marttaet m m. a ssml ae:thentisa '#rsar�la. Pr tnd cc ixxcx9ti x dsxss=xamnat crasci"" 14mrcd—ds hd amti rise 5,eSa,,ti au�entiiaEfzrscade mut �c sreslf�i saw sa�sdectms� txylnx. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truses 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 and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ctxrey bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attac ed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, om raitznts iu as appppl!cabgle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to / drags 160A-Z for standard plate positions. Alpin a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss n conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, hstitig this drawing indicates acceptance of professional engineer!ng responsibility solely for the design shown. The suitability ands use of this 9rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00055 Ply: 1 SEQN: 6686211 T6 / HIPS 4EB6 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/29/2018 0 m 132 6'4"9 13' 19,10" 26Y 6'4"9 6'77 6'10" 6'10" =5X8 =3X4 SEAT PLATE REQ. 33'3"7 39'8" 677 F 64"9 1112X4 3X4-3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. 39'8" 6'2°13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1' 6'2"13 13' 14 19'10" 25'8" 26' " 33 3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions {Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - / - 18.0 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 J - - Mean Height: 15.00 ft B Min Big Width Req = 1.8 NCBCLL: 10.00 Code i Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf H Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 P Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top (Ibs) Chord Forces Per Ply Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: I , Chords Tens.Comp. Chords Te s. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 15D2 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H - I 0 Bot chord 2x4 SP 91 I27 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Te6s. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 20'b6 -1008 O - N 2006 - 978 K - J 2469 -1348 $aa N - M 2006 -978 J - H 2472 -1348 y. Maximum Web Forces Per Ply (lbs) . No 0,471apt Webs Tens.Comp.Webs Tens! Comp. P. P - C 244 -4 M - F 370, -243 C - O 377 - 513 K - G 3TT - 513 w D- O 444 -170 F- K 4q4 -170 STA TF Of: D-M 370 -243 G-J 2 -6 E M 300 - -381 �a 4 ,, #*� .tv** 40 015A38 FF 58 81 BD 8B 7F48 00 99 2E 85 FB ThU agmh=been ated€mtitAy*ncd wW micd by taarucl Wrftc, VE(a..Lk. r4jrnzicalthtdaltshawei ta544A1 a�at4saastisairnxstaxfa I wisamd cepitxalthh dammmawo not cmi ed=irdmind and tha szio Z a.s:.Avz6o9knmdc m-t tm*=1fW m agdcctrank cwl= "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI andSBCA) for safety practices prior to pertormmg these functions. Installers shall provide temporary cirri bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have bracingg installed BCSI have a properly 63, 67 10, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or Dili x�nents ur as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 1 draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawintt any failure to build the truss in conformance with ANSIfI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , indicates for the design The suitability listing this drawing acceptance of prdfessionat engineering responsibility solely shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number': 36CS00055 Ply: 1 SEQN: 668622 / T5 / HIPS 4EBB 182III[I Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss LabEl: A6 Wgt: 212.8 Ibs / ... 05129/2018 II j 6'4 16'102 19'10" 22'8"3_� 28'8" i 33'3"7 i 39'B" i r 6'4"9 + 47"7 A0"2 + 2'11°14 2'10"3 5'11"13 47°7 6'4"9 =6X6 1112X4 =3X6 =3X4 =5X8 D E F G H 12 T I� T 6 0 { 03X4C 7 IS3X4 ij in � I fo io 4X6(A2) B J a4X6(A2) K T mil A S R Q P O N M L 1112X4 =3X4 =3X6 m3X8 =3X4 =3X6 =3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. it 39,8,E J 1' 6'2"13 4'9"3 3' 2'10"2 6'1"9 2'8"5 3' _i_ 4'9"3 6'2°13 �1' 6'2"13 11' + 14' 1" 16'10"2� 22'11"11 T 25'8"+ 28'8" 3353 39'8" Loadin rtteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria (Ibs) ♦ Maximum Reactions Ibs TOLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LoC R ! U / Rw / Rh / RL ! W TCDL: ( 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 1940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 1940 / - ! - 18.0 BCDL: 110.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des L& 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.8 NCBCL 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep CFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. Load D tion: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. Spacin 24.0 " MWFRS Parallel Dist: 0 to hl2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) I Loc. from endwall: not in 4.50 ft FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp, GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 16B3 -2609 Lumbe B - C 1644 -2814 G - H 1675 -2595 l C - D 1522 -2444 H -1 1522 -2444 Top ch rd 2x4 SP #1 D - E 1683 -2609 I - J 1644 -2814 Bot chord 2x4 SP #1 14 E - F 1683 -2609 J - K 27 0 Webs SP 93 Wind j Maximum Bet Chord Forces Per Ply (Ibs) Memb design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2133 -1114 ° S - R 2446 -1332 N - M 2133 -1114 y 4 R- Q 2133 -1084 M- L P 2133 L- J 2446 -1361 2448 X " Q- -1084 P O 2613 -1361 - -1371 I � „Nd � Maximum Web Forces Per Ply (Ibs) i Webs Tens.Comp. Webs Tens. Comp. low M S - C 199 - 8 G - O 278 - 332 STATE OF C - R 300 - 379 O - H D-R 369 H-M 645 - 398 366 -177 -176 D - P 656 - 407 M - 1 299 - 379 �+ s E - P 274 - 327 I - L P - G 111 -108 200 -10 40015A38FF5681BOBB7F4800992E85 FB Vikitamhm baths e{eetsmx y: Unad and =abd by taawzl Markft=, ?F iiL. t%. Cd8242(an t1 a �'a3a shown aEax as3nga SHr;.l � i.'�fEBiki{a4YfxYd'�R. i x'�tatad cr�¢3r?ua drssx=a: = rot csrdtaad Apd austi :catad �asd #I�.:.:iSA Yav2henY&aEa't�su�a mutYsa.r.ct3rEadsrw �yretactrn+sk se>stax.. -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s revire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compgnenf Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary rmeif bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly art rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10, nnr mncnts ,zr as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t . drawiI I gs 160A-Z for standard plate positions. Alpin a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trussl 0 conformance with ANSI P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ listin this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The Sul bility and yse of this yawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 36CS00055 Ply: 1 SEQN: 668623 / T4 / HIPS II 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt: 222.6 lbs / ... 0,5/29/201 B 1'150"+ '455 + 30'1"1+ 33'3"8+ 398 596 556 3"24 78 6'4"8 7F 4315=6X6 =3X4 =5X6 =3X4 =6X6 D E F G H T 1 m4X6 32 T 6(A2) �1 T S R Q P O N M L Iv I112X4 =3X4 =3X6 =3X4 -3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' fi'2"12 2'9"4 3' 5'9"13 5'9"13 2'0"3 2'9"4 6'2"12 i 1' F 6'2"12 9' 17 20 3 19'10° 257"13 27'8" 3 f 33'5"4 r 39'8" T 1' 4'0"3� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 / 720 / 921 / - / 223 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 / - /- % f' BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on'MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8 � NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords TO Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 Lumber B - C 1669 -2806 G - H 1673 -2959 C - D 1625 -2567 H - 1 1625 -2567 Top chord 2x4 SP #1 D - E 1873 -2959 I - J 1606 -28 Bot chord 2x4 SP #1 E - F 2028 -3246 J - K 27 0 Webs 2x4 SP 93 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - T 2440 -1350 P - O 2993 -1625 p4 T-S 2438 -13M O-N 2261 -1216 ' o S-R 2261 -1186 N-M 2261 -1216 - r#, R - Q 2261 -1186 M - L 2438 -1379 ' 4. " Q - P 2993 -1615 L - J 2440 -1379 o 04710:. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 163 -12 P-G 328 -185 C - S 254 - 275 G - O 381 - 523 D - S 301 -205 O - H 942 - 565 D - Q 942 -565 M -1 254 -275 Q - E 381 - 523 H - M 302 - 205 I - L 163 -14 F - P 226 - 300 40 01 5A 38 FF 58 81 BO8137F4800992E95FB ?i &i€arnius Geri akacia .. s ,nc zs5scalce+tay mar.Z.1 Lftrun s 2e (R.. ttc.rNear�.l ent�.crf�saeshamca�em trr.�iga SNP 1 ��ent`caY,�s�a. Priaavd c�i�n�arx�s do:crae�t.�rm v�+stcsrafiad �aa�s9 avail s�aiasi sraE tir.s:�.3az.3hen�a:,r�acalam�e.�m�r,3fsedcn awp etectm�aEc CB:�ih3. —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, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempora arPry bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, nm ratferaf ua as applicable. Appiy plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to 1 drawings 16DA-Z far standard plate positions. Alpine, a division of ITW Buildin!!L�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ listing this drawingg indicates acceptance of pr 3 essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8u!Iding Designer per ANSI/TPI 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 : SBCAI' www.sbcindu .com' [CC: www.icesafe.ong Job Numb 1jr: 36CS00055 Ply: 1 SEQN: 668635 / T20 / HIPS 4EBB 182,lCali 'D"/DR Horton /4EBB 1828-Cali "D" City: 1 FROM: AH DRW: Truss Lab' I: A8G Wgt: 235.2lbs / ... 05/29/201B �I i 19,10" 7'4" 15'4"12 i 17' '2"12t24412 + 244 + 34B+ 3T8" 7' 144" 4012 117i I' 1112X4=5XB=3X6 =5X10 =6X6 [112X4 j l 12 Cab 8 D E F G H I M6 J T 6 p m (a) (b) (a) T co M 4X12A(B3) B Km4 L12(B3) 'r I' U T S R Q P O N M { 1114X4 =8X10 =5X6=5X6 1112X4 =5X6=5X6 =8X10 1114X4 jl SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 11'4" 28'4" 1' 6" 67"12 4'2"4 2'8" i 4'1"4 4'1"4 1'8"1� 4'2"4 6'7"12 6" r 6 T1"12 181r 19'10" h 23'11"4 12 28 3Z6"4 39'2" 981, i 168- 2 � II Loadin' ,{Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 1! 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pfi NA Ce: NA VERT(LL): 0.188 1 999 240 B 70 1398 / 75 / - / - / 8.0 BCLL: { 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 / 2583 /- / - / - / 8.0 BCDL: ! 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 / 1040 / - / - / - 18.0 Des Ld ;I 37.00 EXP: C HORZ(TL): 0.063 M - - Wind reactions based on MWFRS I Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 B Min Brg Width Req = 1.3 NCB C ! : 10.BCDL: 5.0 psf 00 TCDL: 4.2 P sf P Soffit: 2.00 Bldg Code: FBC 2017 RES Max TIC CSI: 0.973 T Min Brg Width Req = 6.1 Load D ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.586 K Min Brg Width Req = 2.1 Re Factors Used: Yes Max Web CSI: 0.990 Bearings B, T, & K are a rigid surface. Spacin : 24.0 " C&C Dist a: 3.97 ft P Bearings B, T, & K require a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb 'r Wind A-B 27 -20 G-H 1915 -3871 Top c ord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 1219 -607 H -1 2079 -4207 Bot ch rd 2x6 SP 91 Websl' 4 SP #3 Additional Notes C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 -4032 Negative reaction(s) of -398# MAX. from a non -wind E - F 176 -372 K - L 27 -20 Bracig load case requires uplift connection. See Maximum F - G 176 -372 (a) Co , tinuous lateral restraint equally spaced on Reactions. mem er. Or 1x4 "T" reinforcement. 80% length of web rt�ember. Same species & SRB grade or better, 0 Maximum Bot Chord Forces Per Ply (Ibs) attaG fi ecd with 8d Box or Gun (0.113"x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp. B-U 495-1072 Q-P 2645 -1319 (b) C (ttinuous lateral restraint equally spaced on mem Pr. Or 2x4 'T" reinforcement. 80% length of - , U - T 488 -1045 P - O 3930 -1955 web ember. Same species & grade or better, 47Mx T - S 191 - 96 O - N 3930 -1955 atta d with 16d Box or Gun (0.135"x3.5",min.)nails S - R 191 -96 N - M 3568 -1740 6" C. R - Q 2645 -1319 M - K 3538 -1733 x ��� m" Spec I Loads Pik e Maximum Web Forces Per Ply (Ibs) - Lumber Dur_Fac.=1.25 / Plate Dur.Fac.=1.25) I Webs Tens.Comp. Webs Tens. Comp. TC; rom 56 plf at -1.00 to 56 pIf at 7.00 TC: rom 28 pit at 7.00 to 28 pit at 32.67 - " C - U 691 -170 G - P 1610 780 TCj ;`rom 56 plf at 32.67 to 56 plf at 40.67 C - T 1225 -2569 P - H 483 -719 BC from 4 plf at -1.00 to 4 pif at 0.00 �'* �w� # �.�°r D - T 433 -565 H - N 367 -162 BC From 20 plf at 0.00 to 20 plf at 7.03 T - E 2018 -4043 1- N 364 -456 BC ,From 10 plf at 7.03 to 10 plf at 32.64 E - R 2168 -949 N - J 817 -434 BC From 20 plf at 32.64 to 20 plf at 39.67 R - G 1498 -2985 M - J 712 -177 BC {From 4 pit at 39.67 to 4 plf at 40.67i Td ! 200 lb Conc. Load at 7.03,32.64 �t9 015AS t F SB it% $Ct B8 71 1S 0ty }9 7 S5 FS G - Q 337 - 31 TCj 171 lb Conc. Load at 9.06,11.06,13.06,15.06 Thk item znj LAdhyr y a,rtt z 170s 19.06,20.60,22.60,24.60,26.60,28.60,30.60( t,tpt.CgattulantAecaSczli�eraotmatr�ngasx5z 6513Ib Conc. Load at 7.03,32.64 1271b Conc. Load at 9.06,11.06,13.06,15.06 17.0�6,19.06,20.60,22.60,24.60,26.60,28.60,30.60 Nbud4wimaztiidcsrr=m=I,mvt= ?i&mdAV.J-d=W '�,I sxa6 tt��1sRP:Zzr�¢ni3tatis.»yso�r rnr<sr&ae a�r3f�t /ac xrydcctrarils �9nx. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI and'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposntyt rtWy, per BCSI. Unless noted o�herwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om xrtrents: uc icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to T Is 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSITTPI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ie of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00055 Ply: 1 SEQN: 668624 / T15 / SPEC I 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: D1 Wgt 103.6 Ibs / ... 05/,29/2018 6'4"8 6'4"8 1018" 14'11"8 4'3"8 4'3"8 Dm4X6 IX2X4 =3X4 =3X6 1112X4 21'4" 6'4"8 =3X4(A1) SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 1 12 LL 3'1"4 1'4" 4'5"4 6'2"12 r +10'8"+ + , 6'2"12 9'4" 1&1"4 21'4" 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 L/# Loc R / U / Rw / Rh / RL /,W B 869 / 397 1529 / - / 229 / 8 1'0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.040 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 1360 / 463 / - / - / 8:0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.033 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P F Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.477 Bearings B & F are a rigid surface_ Load Duration: 125 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.310 Bearings B & F require a seat plate. � Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.325 I Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply {Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tensi Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1021 -947 Wind Duration: 1.60 1 WAVE Lumber B - C 1194 -1342 E - F 12 -1349 C - D 999 -946 Top chord 2x4 SP #1 I Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply ( bs) Chords Tens.Comp. Chords Teni Comp. Wind B - J 1138 -946 H - G 149 1, -950 Member design based on both MWFRS and C&C. J- I 1135 -946 G- F 177 -950 I-H 1135 -946 s�na o �P s Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs TensJComp_ � : H E 51b `No 047182 J - C 224 -21 - -439 C - H 505 - 428 E - G 225 -41 NO D - H 587 - 588 4* �P STATE OF is OR V0 A, fit`. 40 015AS8 FFSB M 80 BB 7F48 00 99 2E &4 FB #;h lxamhi btmaa2=led by Dhasut8 Wrilium rE(ri..ltt. �Rrr&216n2dadaffie zhawaaQas^BLgsSiiA�1 ' atrLhin[Sctturas^ss�� Pibwd copFa ofdk% eocum=aremot consi&=d signtufmi maind and ti;~u-usra aeRDienY�[atBznotasda m�atbunrrN'A:J escacydectrmnY- cmlat.. —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 fabricatinp, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, b TPI anc7 SBCA) foi saety practices prior to performing these functions. Installers shall provide temposrryy �rngt bracing per BCSI. Unless noted oherwise,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 bracin installed per BCSI sections B3, B7 or 61 D, omnents us as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Etefer to i 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 Vusses.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 pawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Fnr mnm infnrmaann see thic inh'c nenaml nntec nacre and they web sites- ALPINE www.alnineftw.com' TPI• wwwAninstmm' SBCA wwwsbcindustrv.com: ICC: www.iccsafe.om Job Numb °r 36CS00055 Ply: 1 SEQN: 668625 / T2 / GABL 4EBB 182'-Cali 'D"/DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Lati 1: D1GE Wgt: 134.4 Ibs / ... 05/2912018 1018• L 214' 1018" F� 2'8" — + 1'4" -q (TYP) I W4X4 f". Loadino Criteria (psf) Wind Criteria TCLL: I 20.00 WindStd: ASCE 7-10 TCDL: I 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL:I ! 10.00 Risk Category: II EXP: C Des Ld1j 37.00 Mean Height: 15.00 ft : 10.00 NCB C�rafion: TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load 1.25 MWFRS Parallel Dist: 0 to h/2 Spaci l'j: 24.0 " C&C Dist a: 3.00 ItI Loc. from endwall: Any I II GCpi: 0.18 Wind Duration: 1.60 Top c 'prd 2x4 SP #1 Bot c ord 2x4 SP #1 Webs x4 SP #3 Platir�p Notes All plates are 2X4 except as noted. Membr design based on both MWFRS and C&C. Addis tonal Notes See WGS A16015ENC101014 & GBLLETIN1014 for gabl; ji 'nd bracing and other requirements. 214" .4" Snow Criteria (Pg,Pf in PSF) Deft/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 H 999 240 P- 81 137 139 /- / 11 / 256 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(fL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp_ Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)110(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 No 047102 i 40 015A38 FF 5B 8iBO BB 7F4S110 9H 2E &5 FB ' I afiititetti3iars #zne eiz ' t�ned'aa�4 aaaladtrj�t�7araai Martiaes, ffE. (kL. 6€c.C49i&tlattfatimi�aaaitawaatxvrm rga SHL<; I a3.bitra95CKaAtL'3A tea. i �� ztad ce�+�a}ds d�*»,—»a-,raanatccvniad i�� ars�4 scaia�ff and the sr".,� 2.4hmtirat coda rawt u wedbd en aardeartink- ravids Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H-Z 187 -83 R-O 174 -103 I-X 0 -162 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru ses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Co pones[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ctneq bra jng per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta hed nggid ceiling Locations shown far permanent lateral restraint of webs shall have bracingg insTailed per BCSI sections B3, B7 or 610, pm ryrltnts,ta as plicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to t, dra ings 160A-Z for standard plate positions. Alp' e, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tru in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listg this drawing indicates acceptance of pro essiona7 engineering responsibility solely for the design shown. The suitability an use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For '' re information see this iob's oeneral notes oaoe and these web sites: ALPINE: www.aiiiinedw.com: TPI: www.tOnstorw SBCA www.sbcindustry.com: IM www.iccsafe.org _ M Job Number:,36CS00055 Ply: 1 SEQN: 668626 / T14 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: C1 Wgt 50.4 lbs .. / ... 05l29/2018 7' ' 7' C=5X6 III ZA4 SEAT PLATE REQ. 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: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist:'0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C SEAT PLATE REQ. 7' 7' T 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl L/# Loc R / U / Rw / Rh / RL / 1N B 593 / 272 1371 1- / 158 / 8.0 Pf, NA Ce: NA VERT(LL): -0.019 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 / 234 / 304 / - ! - 18.10 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.011 E Creep Factor. 2.0 Max TC CSI: 0.683 Max BC CSI: 0.422 B Min Brg Width Req = 1.5 i D Min Brg Width Req = 1:5 Bearings B & D are a rigid surtace. Bearings B & D require a seat plate. Code / Misc Criteria Bldg Code: FBC 2017 RES' TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): Max Web CSI: 0.119 Mfg Specified Camber: Maximum Top Chord Forces Per Ply ( b Chords Tens.Comp. Chords Tens. I VIEW Ver: 17.02.02.1208.15 I A - B 27 0 C - D 809 WAVE B - C 777 -739 1 o 3047102, 40 STATE 40 015A 38 FF 50 8180 BB 7F48 00 99 2E85 FB This lfnmh=bz cl¢ta fz and aid a lad by Ma ,d Kt rtmu, Maximum Bot Chord Forces Per Chords Tens.Comp_ Chords B - E 598 - 536 E - D Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 -738 - 536 PE (fL. tTs..CATE82}cn t3�a r.Stlg�hawa a6tesm tc::nga 5NA3 43Ytiiitfit?L.I.IIIELY �C. cadet saxirtgsdwacacaata matta 3xadarad �Sgamdac dmind a£E 1ia0.5nA•-2'a�asnY�a9ie�escsle mart Ca scrifdhoi. Wtsmya$tctmt�is QVIVS. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricatinq handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) fr satPety practices prior to performing these functions. Installers shall provide temporary crsey bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinga and bottom chord shall have a.progperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, pip rzltenta,rsx as applicable. Appty places to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. itefer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinffi�Components Group Inc. shall not be responsible for any deviation from this drawingp 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 suittaability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this lob's General notes page and these web sites: ALPINE: www.alpinehw.com; TPI: www.tpinst.org; SBCA www.sbcindu .com: ICC: www.iccsafe.o Job Num6&: 36CS00055 Ply: 11- I Tres s tagl l:CC'IGE DR Horton AEBB 1828-Cali "D" I Q yt,1 Ibs I FROM: AH 627 / T3 / GABL I DRW; 05/29/201 B I 7' 14' 7' 7' +TYPI{ G=4X4 14' 14' 1' 14' L..din'o Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs), or.=PLF TCLL. ! ! 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W L• 84 / 39 / 40 /- 112 1168 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Risk Category: II Snow Duration: NA HORZ LL -0.002 E - - L Min Brg Width Re Des L ; 37.00 EXP: C HORZ L 0.002 E - - (T) Bearing B is a rigid surface. 9 Code / Misc Criteria : NCBC10.00 Mean Height: 15.00 ft CreepFactor. 2.0 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 G - H 213 -26 Spaci : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 - 66 H -1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE D - E 113 -17 J - K E-F 165 -14 K-L B7 84 -89 -106 Lumlilr F-G 221 -17 L-M 27 0 Top 'ord 2x4 SP #1 Bot c brd 2x4 SP #1 We 2x4 SP #3 Plating Notes All plq�es are 2X4 except as noted. Memi er design based on both MWFRS and C&C. ,�1 u won Addi Jonal Notes a See I,WGS A16015ENC101014 & GBLLETIN1014 for` gabl wind bracing and other requirements_ ► , ftk li I'STATE OF ! 40 01 SA38 FF 58 8180813 7F 48 00 99 2E 85 F3 This by P.tas Imartines, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 ' &i (al. L$E.44dTi8t.{tmi�a eiaffiz61�sm4 at:a�aSNT 3 I I ssvthenGcaa�aaurta wwnd t.phrrafi}da dwrrscrtara not cmmiacrnd s*siax"s=d zcalcd send tip SY.lan3 a. ¢n aS s»teafle enut be m f3d on acvydsctrork sVlas. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tru' es reqquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Coonen[ Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary drr Ma'Irlpficab g per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly atthed ricq]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610; onr az�irrntx iu as .le. Appty (ales to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to f drawings 160A-Z for s� aldard plate positions. Alpi I e, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trus� in conformance with ANSI> fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, list ng this drawing indicates acceptance of prot'essiona engineering responsibility solely for the design shown. The sui bilrty an I use of this pawing for any structure is the responsibility of the Building Designer per ANSI1TPi 1 Sec.2. For' re information see this iob's aeneral notes oaae and these web sues: ALPINE: www.alotnedw.com: TPI: wwwArtinst.om: SBCA www.sbcindustrv.com: ICC: www.iccsafe.ora Job Number: 36CS00055 Ply: 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D" IDR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW: Truss Label: M3 Wgt 11.2 Ibs / ... 05%29/2018 12 C 6 T 2X4(A1) B d A D SEAT PLATE REQ. 21 1r 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh ! RL / W. TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 87 / 69 / 144 I - / 64 14.0' BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 5 / 29 / - /- / 1.5 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C 13 / 28 112 I - 1- 1 1,.5 EXP: C Des Ld: 37.00 HOI2Z(TL): 0.000 D - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf D Min Br Width Re Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 9 q = P C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 ft Bearing B r a rigid surface. p Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft Ff/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (IIbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens.I,Comp. Lumber A- B 13 0 B- C 6 -38 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (I 11) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 I "A ' Al ok "4 . I AL SERALAt 40 015A38 FF 5B 82 BO BB 7F48 00 992E 85 FB V'kI ci°th=bem41u/ran3c&'(j nod wd waladtry ?.S20A WrtL'%W I E£ VL. tic. 04TL92( an 00d=st wnabaft tw%sa SFA-P a�dEant3tar�.rt�zd z, Pimtadcc�picsv3this dr a=ntaranot ca A& mdsaped=dscaled and Wz&4AA zLAcntcxtkn "& muri ba mxd(bd M aWd"Imts'd =;im "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) safety practices prior to performing these functions. Installers shall provide temposrryy auey bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have hracing installed per BCSI sections B3, 67 or 810, "pnr ronerets to as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of tTW Buildin!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.a Job Mum er: 36CS00055 Ply: 1 SECiN: 668629 / T19 / EJAC 4EBB 18 -Cali "D"/DR Horton /4EBB 1828-Cali "D" City: 14 FROM: AH DRW: Truss La el: EJ7 - Wgt 23.8 Ibs 1 ... 05/29/2018 II li l I I; I. Ij 12 6 Lo II C7 � I, I, I� =2M(A1) B I I 13 A j SEAT PLATE REQ. L I' 7' I I li T' Loadi', g Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL 1 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl L/# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 16.0 TCD I. 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCL 1 ! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA , D 127 / 20 / 101 / - / - 11.5 BCD , 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 Des 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code / Misc Criteria Bldg Code: FBC 2017 RES � NCB LL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor., 2.0 P Max TC CSI: 0.496 B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit 2.00 BCDL: 5.0 psf C Min Brg Width Req = - Load uration: 1.25 II MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.366 Bearing B is a rigid surface. Spa ing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web. CSI: 0.000 Bearing B requires a seat plate. I Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lu 'ber Top Ihord2x4SP#1 ')lord A-B 27 0 B-C 77 -151 Botl 2x4 SP #1 Chord Forces Per PI Ibs III Wind Maximum Bot Y( ) Chords Tens.Comp. q!I Mel � ber design based on both MWFRS and C&C. B - D 0 0 No 0471 :. law v:A% STATE OF oto SERIAL .40015A38FF5B81808137F4800992E95FB 33aic lters5rn �cCrs ckz4rm%z�rncd'�32ez19dlr}p i�iacmra7 Raartbnr,�. I I' ?£i�t.. lli.CR7:H2) anthc dux Shawn o6ara as^.5ng a 5N�8 I iCthe4L`�53itW9£fljC. f btedctpi sulthAs doozatAmmot cnrzl&wd*nadsnd=lad I mac thei m�esGcsSiwavademr.t �rsrN�d rsaacrgedetmra� I I zz pws.. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! I "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T' sses reqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary aomponen[ crrrey b crag per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly a achetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1Q per ,n��rts applicable. Apply plates to each face of truss and position 160A-Z for standard plate positions. as shown above and on the Joinf Details, nless noted otherwise. (2efer to !. uz 1awings Alpine, division Inc. be for deviation from this drawing,any failure to build the a of ITW Building Components Group shall not responsible any to�ss in conformance with ANSITI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page _ . Iisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 2IR��'d use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. 11 more information see thislob's aeneral notes page and these web sites: ALPINE: www.al inef w.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.or Job Number: 36CS00055 4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Truss Label: BJ5 SEAT PLATE REQ. Ply: 1 SEQN: 668630 / T16 / JACK Qty: 4 FROM: AH DRW: Wgt:16.8lbs .. / ... C 1 O � CV 1 5' -I 5' 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 L/defi L/# Loc R / U I Rw I Rh / RL /W B 263 / 96 / 208 / - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 / 70 i - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL:5.0 P sf 81d Code: FBC 2017 RES 9 Max TC CSI: 0.309 D Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FTIRT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lb s) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 B- C 53 12D Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp Member design based on both MWFRS and C&C. B - D 0 0 I�ArGEN � gar 0 _ZZ No 2 Em F dRLAL 40 01SASS FF 58 8130 BB 7F48 CO 99 2E 95 FB stkteemlras.#rrereask �ncaas�'lxcatedhyt.!ar�:c3raaaencs, � � 'PE(Z. Lit.041152:1 an the do, stwwn abom wbga SKAi �'�i4"aC[a:EiaXACB.HC. nkf2d capleam3afk ti.Y'•s-•*mwe flat =A&nddgsmd:a dmlad and eke MWI ZLdbant=ta 01 Cede ra¢a t, WMA, OR 2Xjdectrar5k amIm —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 anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary tiny bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachernmid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o f r�nrnrx as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to X, drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinfpt Components Group Inc. shall not be responsible for any deviation from this drawinqg 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 dfawtng or cover page_ listing this drawingg indicates acceptance of pro fessrbnal 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. Fnr morn infnr firm nee this ioWs ameral notes Dace and these web sites: ALPINE: www.ali3ineitw.com: TPI: www.teinstotu: SBCA: www.sbdndusbv.com: [CC: www.iccsafe.orp Job Nu?"!ber: 36CS00055 Ply: 1 SEQN: 6686311 T17 / JACK 4EBB 1���8-Cali —D"/DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss 1.4el: BJ3 Wgt: 12.6 Ibs .. 1 ... 05/29/2018 Des TI! SEAT PLATE REQ. A 11 m I_ 3' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W B 193 176 1162 ! - / 86 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 / 41 !- / - / 1.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - C 64 151 / 30 / - / - 11.5 37.00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.174 D Min Brg Width Req = - = ation: 1.25 psf MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.072 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 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: I GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.02.1208.15 Chords Tens Co Chords Tens Cam P• P• A-B 27 0 B-C 29 -105 d 2x4 SP #1 i 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. design based on both MWFRS and C&C. B - D 0 0 0 0 40 015A 38 FF55 8180 80 7F 48 00 59 2E85 FB This itarshsa aekig ed'. %&2W bye 2w—A martineg n (FL. L€s-rartazf an tha d aeshawn abaw Was a saWI s'seA0n=ttca­1u, pirbud cagbn#atns il*=not ccniida dAmes:=A=lad mad tiv arahaptka!iimn cma mcet tm a dficid m mydeanick rmy3az "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tf sses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building C, ponent Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary tinelf br cing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly a ched rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, oJ£r rorrzuts tic a: japplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f d wings 160A-Z for standard plate positions. A pine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI> tPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ It ting this drawing indicates acceptance of pprofessronai engineering responsibility solely for the design shown. The suitabrlrty apd use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00055 Ply: 1 SEQN: 668632 / T18 ! JACK I 4EBB 1828-Cali "D" !DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: I Truss Label: BJi Wgt 11.2 Ibs .. / ._. 05/29/2018 I 12 6 � C 111 2X4(A1) B c T _T_ o to A � I D t SEAT PLATE REQ. 1' 1r 1r � 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 Udell L1# Loc R / U / Rw / Rh 1 RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 150 177 / 145 / - / 42 / 8 10 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 ! - /- / 1.9 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 125 1- 1- 1 1.9• Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS i Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 2.0 B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf P D Min Br Width Re Soffit: 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 g q = - - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surtace. P g: Bearing B requires a seal Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: I GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords lens.l Comp. Lumber Top chord 2x4 SP #1 A - B 27 0 B - C 28 -19 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 `1; a : WA STAB ON 40 015A 38 FF55 81 B0 8B 7F48 00 99 2E95 FB Piiitirernt= tvtn s ;ned and=&Iad by kRarvd MartheA '� (H-, t�.e-s:x9Z{ ceo [fiada�z sitawu aEaran w.�g a sN�»1 �ihen�t�.eaco�o. Firaod cepitialtlsas do= ert zta not eauidrxd*nadand sa hd Arad the ping cnYxa9icsa¢stilt Mf ktavz&Lr dCA afdadiork azoas. **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 rinel� bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 10, om rtrncnts rrr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to i 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 t ss 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 suitabrltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r J4EBBer: 31? D "0055 Ply: 1 SEQN: 668634 I T21 HIP_ob Num -Cal/DR Horton /4EBB 1828-Cali "D" City: 2 FROM: AH 11iDRW: Wgt:42.0 Ibs ... 05/29l2018Truss Lael: CJ7 I! 6'3" 9110"1 6 3" 3'7" II _ D i, SEAT PLATE REQ. Loac f"g Criteria (pso Wind Criteria TCLL , 20.00 Wind Std: ASCE 7-10 TCD i' 7,)0 Speed: 160 mph BCL 0.00 Enclosure: Closed BCD 10.00 Risk Category: II EXP: C Des : 37.00 Mean Height: 15.00 it NCBi LL: 10.00 TCDL: 42 psf Soffi 2.00 BCDL: 5.0 psf Loadll uration: 1.25 " MWFRS Parallel Dist: 0 to h/2 Spa iirg: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any 1I GCpi: 0.18 Wind Duration: 1.60 :hord 2x4 SP #1 hord 2x4 SP #1 o2x4SP#3 ial Loads Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) From 0 plf at, -1.41 to 55 plf at 0.00 From 2 plf at 0.00 to 2 plf at 9.84 From 0 plf at -1.41 to 4 plf at 0.00 From 2 plf at 0.00 to 2 plf at 9.84 -7 lb Conc. Load at 1.41 128 Ib Conc. Load at 4.24 2381b Conc. Load at 7.07 23 lb Conc. Load at 1.41 103 Ib Conc. Load at 4.24 179 lb Conc. Load at 7.07 loads and reactions based on MWFRS. 6'1"4 3'2" 6"1y3 6'1"4 9'3"4 9'10 1 Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 330 1208 1- /- /- / 10.6 Pf. NA Ce: NA VERT(LL): 0.015 G 999 240 Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 176 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- / 1.5 HORZ(TL): 0.008 F - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0,241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 0 4001SA38FF5581SOBB7F48CID 992E85FB rhis larmNn tiro, mlrztr s cd.zzi waled tiY rdassarl nnartb,=, M (fL. Lk. 94naZ.! m Una daxa shown abwm Wng a 5H$ fl zrz�rne�aaicassaadm. P.b'" ccpinzfthis dMumalammotcazs&md s mallmd: fod Z eFuc A31,hant'�-r.as-Amdmnrsela vm1fLd ea mycd"wrA, 'Mkt. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! L '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tr sses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary [trrey. bracing per BCSI. Unless noted ci herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 Q om rontnts nz a's.' 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. pine, a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . 1 sting this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability pine, use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Gable Stud Bein_f_or-cerlent- Detail-- - -- - - - mph -Wind-Speed,-15`-Mean eight, Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 140 Or, 140 mph Wind Speed,45' Mean Height, Enclosed, Exposure D, Kzt = L00 Ors 120 moh Wind Speed. 15' Mean Heloht. Partially Enclosed, Exoosure D• Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww U) 2x6 'L' Brace w (2) 2x6 -L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-> r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - S P f #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Q P Stud 3' 8' 5' 9' 6' i' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' S' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' SP #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, e' 14' 0' 140' N F #3 3' 9' 5' 3' 5' 7' 6' I 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11'. 7' 5' 9' 2' 9' 7' 10, 111 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' 1' 14' 0' U_ #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14' 0' 14' 0' : p U S P F H F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' V 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' (IjS O Standard 4' 2' 6' V 6' 5' 8' 1' 8' S. 10' 5' 10, 10, 12, 8' 13, 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11, 1' 14' 0' 14' 0' 0' 14' 0' P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' t3' Ii' 14' 0' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' 11' 13' 4' 14' 0' 0' 14' 0' Q1 I DFL Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10. 6' 10, 11' 13' 4' 14' 0' R14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8'0'10' 2' to, 10, it, 10, 12, 7' 0' 14' 0' #1 / #2 4'10' 8'3'8' 7' 9'9'10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 0' 14' 0' SPF #3 4' 7' 8'2'8' 5' 9'e' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 0' 14' 0' L] U O u F rl Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' le, 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 d S P #1. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 91 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 0 14' ' 14' 0' I T� D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' ll' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 116 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss , Diagonal brace options T vertical length may be doubled when diagonal 18' )K brace Is used. Connect L diagonal brace for 600# 'L' at each end. Max web Brace total length Is 14'. ilf 31E 2x6 DF-L #2 or better diagonal T 1 t Vertical length shown braces single 8, In table above. or double cut L 1 45' (as shown) at upper end 0ntinuous Bearing ll loot 1 j Connect tlbgonn nt mid olnt of vertical web, .., Refer to chart above for .,gilt, y�l ri9 wApmxn. READ AM FOLLOW ALL NaTES ON THIS DRAWDVGI wwIMP�1TARTww FUM M THIS DRAVMG TO ALL CONTRACTOttS D1CI.LiDING TIE DISTALLIIIS ��• rA� �: Qv �Ij GrVS �.A . Trusses require extreme care Infobricatlne, h4r.111 ,,sHpong, InstalUn and bre=g. Refen'to and follow the Latest emtbn of =(Budding canponent Safety Information, iy TPI and Sian f_r S.Fety \0 \_ practices prior to perfornhg these functlons. Installers shall provWe temporary bra=g per BCSL Unless noted otherwise, top chord shalt have property attached structural sheathing and bottdn chord shall have a properly attached Held celft. Locations shorn For permanent lateral restraint of webs, d II 1t�J1Q shall have bracing Installed per SCSI sections 43, B7 or B10, ar applicably. Apply platmn: to sash face of truss and .,lion as .sera above and on the Joint Oetnits, rules. wtetl otherwise. Refer to drowngs 160A-Z for standard plate positions ^ �� Alpine, a division of IN Budding Components Group Inc shall not be responsible for aarrtyry deviation from per, & Skit lb dl AN 11TWGOMPANY tHs drow, any fdlure to bvdd the truss In conformance with ANSI/TPI 1. or for hondlaiB, shbping, hg Ir.taUntion 6 brdnng of trusses.>a AY�� pp39 jjT_ ,p�`6f A seat on this draehg or cover page listing this draw#ng, bdcates acceptance of professional y C" a engheorkV re ty zolelY for the design shows The sultaW and use of tints drnrtnp for of the Budding Da.�p.r AMS1/TPI I Sera'. "IA� MO Drive an stnx:turetite resparcAbWty pen y for more Information see this notes and these web sites //}/aa99ee��RglrCt(t't\\\ Earth City, MO 83048 Earth sty, job's ganeral page ALPINE, ■ww.alpinaltw.comi TPD wvw.tpinst.orgi SBCA, wwwabcindustry.orgi ICO wwwlasafe.org Bracing Group Species and Grades - Group A: S ruce-Pine-Fir Hem -Fir #i / #2 IStandaroll#2 Stud 03 1 Stud 1 1 #3 IStandardl Dou las Flr-Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group Bi Hem-Flr #1 6 Btr #1 Do las Flr-Larch Southern Plnewu #l1 #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with the rode.. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3,0' min) nalts. A For (1) 'L' brace, space malts at 2' o.c. In Is' end zones and 4' MC. between zones. )K)KFor (2) 'L' braces- space naps at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Length + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this deta6. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 No ice AX. TOT. LD, 60 PSF AX• SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10; 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 firs 1p0 mph Wind Snepd. 30' Mean Heloht. Partially Enclosed. Exoosure ➢. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace l( (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ll (1) 2x6 'L' Brace w (2) 2x6 'L' Brace >• Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' - S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' 1' 11' 3' 11' I1' 13' 7' 14, 0' U Stud 3' 6' 5' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14' C' F Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' 0% #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' It' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, to, 13' 8' 14' 0' iv i 1J F L Stud 3' 7' 4' too 5' 2' 6' 5' 6' 11' 8' 9' 9' V 10' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' ( #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' I 9' 14' 0' 14' 0' _U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' UU LI Stud 4. 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' I� F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' to, 4' 11' 10, 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 0 P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' l' 5' ill 6' 4' 7' Ill 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' V 5' Ill 6' 4' 7' It' 8' 5' 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' to, 2' 11' 0' Ill 9' 14' 0' 14' 0' (� S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' e' 1' 9' 2' 9' G' 10, ill it' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 5' 7' 7' g' 1' 9' 2' 9' 6' 10, 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 01 HlF Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3 10, Ill Ill 5' 13' 7' 14' 0' 14' V 14' 0' x #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14, 0' P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' G' 14' 0' 0j D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 1 14' 0' 14' V able Truss Diagonal brace option T vertical length may be doubled when diagonal 18' brace Is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is 14'. )K)K 2x6 DF-L #2 or better diagonal 'r Vertical length shown braces single B. A In table above. or double cut L 1 45' (as shown) at i upper end. Connect dWgand ,ert at midpoint of vertical web. '�11�1 II Refer to chart above for roax �1�ettlllr fNa ¢ wwVARNING" READ AND F®1gV ALL NDTES (IN TFDS DRAWING! uDWORTANTo FURNISH THIS DRAVWG T➢ ALL CIXHIACTORS MMUDWG THE MULLER& .�`�. V Trusses require ewtrane care 1.fabrbathg, handling, shipping, hstalllng and bractp. Refer to and Fallow tho latest edition of SCSI (Md.ng Component Sofety Information, by TPI and SBCA) for safety (�. (;EN w\ &� practices prior to performing these functions. Installers shop provide temporary bradrig per BCSL top have bottom chord ` ��v �l &L!=� Unless noted otherwise, chard shall properly attached structural sheothlne and shall have n properly att-hed rigid ceiling. Loantlons shown far permanent Intern( restraint of webs shall have bracing Installed per SCSI sections 83, 87 or M, as applicable. Apply plates to each face _ No Z = .L d of truss and position as sh..m above and on the Joint Detals, unless noted otherwise. Refer to drawings 16DA-2 for standard plate positions. iV Alpha, division ITV Building ConDonents Group [ne shalt not ba rssponsWle for any d.-A tbn from = ATE OF COMPANY a of tHs droWg, any failure to bulid the truss In confornance with ANSI/TPI 1, or for h. no, shipping, i �Q _ _ - _ enAg-4sveeearl6-gmresdps=on(MsanlwNlntteyy vso=leclnyvtfrar-th_e de_slonFain�cnes acceptance of Drofssaelti Zhe-sultab7llY=and = ii fl - e. e for ar5tfvrct+re Ls tiw: respanrAllty of the Soc —tl—Bldq Deslgnr per ANSVTPI tymore •s these Eanh City. MO 63045 rw�l- �seenotes web ,pdand ALPINE,.alPboltni TPI wtP!st.orjSBCA..w."cinust81 Im —kcsaf..- 'i-s ' 1 Bracing Group Species and Grades) Group AI S uce-Pine-Fir Hen -Fir kl / #2 Standard k2 StStud #3 Stud n3 ondnrd Dou Ins Fir -Larch Southern Pineseww 43 03 Stud Stud StnndardI Standard Group Bi Hen -Fir #1 4 Btr a1 Dou Ills Fir -larch Southern Plnewww nl #t a2 a2 lx4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values ma be used with these grades, Gable Truss Detail 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 toad 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' braces space palls at 2' ac, In 18' end zones and 4' o.c. between zones. 3i()WOP (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes 11 Vertical Len t I No S lice Less than 4' 0' 2X4 Greater than 4. 0', but 4X4 less than 12' 0' • Refer to common truss design far 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 Galole Detail - - - - - ____ _ ----For Let -In Vertica(-s Gable Truss Plate Sizes AS(u } If web has a scab brace, then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace Is 90% of member length. +)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a } greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the weh kP 110 96 + Examples 2X4 s�o 2X4 2X8 c1 'T' Reinforcement Attachment Detail P^ m 'T' Reinforcing 'T' Reinforcing Member Member °K } Toe -nail - Or - End-nalt No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Reinforcing Member Gable Truss Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0,148'x 3.'An) Nalts at 4' oc. plus (4) nails In the top and bottom chords. Toenalled Nallss 10d Common (0.148'x2l%min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, 414015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIDID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 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 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP $3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 I Imo\ II � ��O n ll� U J AN ITWCOMPANY 133891ak 6mt0 ve Eat CIty,MO&W avf"Man READ AND Fmmrd ALL NaTES am TtaS WAVVQ +TAW" fTlaulat UIS MAvntG M All CUMMUIRs MMUM +G 7W aiSTAl0s Trusses r In rip the edition ofc8= MuRdfabricating, g C rprnvnt Safety Infor atbn, by Mn and SSBCA) for safety pprrnnctices prior to perfornl+a these futctlans. L�stntlers shop provide ten brudno per sesi. Masan noted oiherelse, top chord shall have properly attached structural aFteo and battan chard shalt have a properly attached r%N ceBna� Locations shown for peroarwnt lateral restra►tt of webs BT or Del as op�knbte. Apply plates to each face shop have and ►on attedss per above of truss arai position as shorn above and on the .bMt DID. s, hvtless mted otheMse. position sand on the Refer to dro.Mas 16OA-Z for standard plate positions. Atptne, o dvistan of ITV Buldr,a CanpaneMs Gro�h4p L+e shall not be reapar,sNe for ashy deviation iron this ,Pandrre arty falsre to bu�tldd the truss a confornnrce ekfi ANSt/TPI 1, or for tandltr�p, sNpdnO. InstnUatlon � bracYg of trusses. A seol on tYis droeiisgy or oawr ldleetsY�pn ttis droeMp, Yhdcntea ncpptnnae oP professbhol nor fep"tnHiey of tTx ts+pgner'yirnl i s.c2 `}°�'0 For wore lshfornatbn see tNs ,lob's perusal notes ppaaeo and these .w sites ALPINFi eeeal .caw! TPi, eaw. 1 SBCAr tmsbctrtt+siryarpl B;O ...�Ccsofe,org »�teaaYfthp) �,y.+. �ar'� �`~ 4f v~C N F Y'� to aartsa: as*�. ='#r �" s:, STATE OV ZWes+ .�A :. � �.� .,. 10y'0„+ayw'`p ''S j(}N L. �`'. '"„"'""`' ,aasswa�namsn�um �� » `tea;� «- MAX. TOT. LD, 60 PSF REF LET -IN VER DATE 10/Ol/14 DRWG GBLLETIN1014 DUR, FAC. ANY MAX, SPACING 24,0' 2; R. Hip frame stops at plumb cut of jacks to maintain pitch continuity, X Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. W Frame Details See Engineer's seated design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to purlins must be intact and properly attached. Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area Hip Framex B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing, — S—F- Stepped Hip Setback System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=4,2 Kzt=1,00 Structur anets must be properly attached directly psf, To hin oOM Y(Arlins• vARNOKI- READ AM FmLOV At.L NOTES ON THIS ORAW48 Q� CJ�� -�� '� REF HIP FRAME nOiP6iTANT.. FURNISH THIS WAWIG TO ALL CONTRACTORS DEMING TIE INSTALLERS• Truzces require tram+ cars to fabrkating, hondeng, sWpping, lnstalft and b—lc g. Re Far to and . '� �\ �� hallo. tha intact a�tlan of BCSI (BWldlr�g ConponIms Sneoty Inforeatkn, by TPI and $Bd.1 For softy No t.1 ? DATE 10/01/14 pparr ctkes prior to perforna,g theso f—tlons. Installers shall provide temporaryy hradr,B par SCSI. Unless rated other.lse, top chard chaff have properly attached structurnl sheotYdng or bottom d,ord ? * = DRWG HIPFR1801014 shall have a praparly attached rlpltl ceAtnp Locations cha.n Far pvmonant Intaral restraa,t of .ebs _ "UR chnll have brndng Instnlled par BCSI eand m BB, J or Beta lts tagessapplicable. Apply plates to each FacoO¢/,�`of truss and ppoosltbn as she+n above and an the Joint Oetn0.s, vvAAess rated othenise. V'1 ry �E OF Refer to drn.ings 160A-Z for standard plate posttions. = .� Alpine, a divlslon of ITV BuildingComponents Group Inc shall not be respons0,te far on devintIon from S Q /1Fi ITw COMPANY this drn.ing, arty fn.ure to b,ild the truss In C-F---n rith ANSIRPI 1, or far 1aruNng, shdppbv, i 0 Z o OP', _ installation i bracing of trV5.az. :arc A seal on this dro.ing or cover page Ustb9 this dra.Ylg, InAcates acceptonce of professional etsponsdgty-solely for the de s/nen Tho zWtoblu and use of ttis d-.*e far two- ai--tke-raspoe Olt—Y=a�-HuRdInB-Be_tlgrwr_per ANSV I S-2. EaTdn C89 ty, eM0kon163Ua5 gaga:MT,epatrigs,Aass�e®hY1'14e1t11t Fr more InFarrotbn sae this Jobs Benornl-no es- _ ALPINE, ...niphelt..cm) TPB ne.tpinst.orgi SBCA� .e..sbctndustryorgl 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 with, (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 ���X4 12 Max, 2X4 I-- 8-0-0 max ---' 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or 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. xxw Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley Le-nall,ed Square Cut Bottom Chord Val 12 Max, 1 12 X3 1X3 6-0-0 *" [1 1X3 SX4% PL <Max Spacing) 1X3 2X4 I?g SQ 20-0-0 <++) Supporting trusses at 24' o.c, maximum spacing, H 2X4 4X4 if Stubbed Valley Optional. Hip End Detail Joint Detail 0 d ��� "WAR Nef W_U Arm FDLLDV ALL NWES CN TM MAVI10 -IWMTANTral FURNISH TMntAVM6 M ALL CONTRAC1OLS RVW1) G TIE DIVALLUM Trusses regJre extr care In fabricatkV, handling, shippb,g. InsWUng and bradno. Refer to and foRor the latest "ItIon of BCSI ®Jtmng Canpor,ent Safety Innporary bracirm per fornatior,, by TPI w,a Sew far safety pr ctices prbr to perforrdng these fum Inotouors :hall provide teHCSL ed ted otherwise, top chard shall have properly oitndad structurd sheaom t/d,p and bottchord Unt rat chaLL hove o property att*Ch.d rl661d CelUng. Locations sham far pernment lateral rvctrolnt of ebs J r B t s, npplkohm Apply plates to coil, fore shill have hroc4q Installed per HCSI aecd - the of truss aril ppaos la�16C -Z forh.-a above and m tho .hint Betas, ulleas notod otMe„Iso. Refer to tlro•Ings I60A-Z for etoMnrd plate posttWrrc. ,`''j- lr 1V1�i+ -�°. :h1�5,f� �` �\ fii� �F+, q � T 7' TC LL 30 �'C DL 20 BG_ DL 10 B LL 0 - 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 55 AN ITW ODMPANY Earth ity, bvnlOd;5 Earth Cii,M0 G3G65 Alpine, o rgvlslon of Iry cult�p Conpmmts Grouupp 1 r shalt not be responslblr for anyy devbttan iron this draring, any falture to WE d the truss In confornonce elth ANSI/TPI 1, or for handtap, shlpphg, hstatlatlon 1. "Crop of trusses. A seat o, this drorry or cover page U.Abv this *ro f g. k imtes acceptance of, professional �esponsoue eolevy far a e dre s1 o.n TM wtawlsy a^d use of ws d "V Far any m recpavibWty of BWIdtiD geslpwr Per AravTPt t sec2. For nave b,fornatlon see this .lob's penerol not¢s ppanppse and these r¢b sltrw ALPINE, •rralol,rlt•aan, TPL •e•.tolnst.orol SBCN rre.sbcbxl,+strvara, NCO —k-afearo c T 'G STATE o` % l) y ©� ! ' i1 i ''(,rt�! A ��\ L4.11n, ., L"�A .�` TflT, LD, 60 r 57PSF UR.FAC,1.25f1.33 1.15 1.15 SPACING 24 0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain pur(ins, 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 toads. x■ Refer to Fnnineer's sealed truss desion drowino for oloovback and base truss soecificatlons. Detail A i Purlin Spacing = 24' c,c, or less 12 Up to 12 4' 2' ` 2' Jrlin Spacing = 24' o.c. max I —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 nailed to all top chord purlln bracing with (2) 16d box nalts (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V i i i i Pu'n o.c. max 24 Top Chord Scab (Typical Each End) Chord Full Flat top chord purlins required at Depth both ends, purlln 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. 1)addjtitlll/1 —VARrDNfsa READ AND FOLLOW ALL NaTES IN THIS DRAVDO v i1 w Leffler IWMTANTww FAIMSH THIS DRAVDA TD ALL COMACTORS DICI.UDWO THE INSTALLERS'1'T eL Al Trusses require a Irene care In fabricating, handling, sFlpping, Installing and bracingg.. Refer to and r follow the latest edition of HCSI CHuYdtr+g Component Safety infornatian, by TPI ontl SBCA) for safety ♦ \ E%�_cl practices prior to performing these functions. Installers chest provide tanpararyy brodng per HCS1, Unless noted otherwise, top chord shall have properly attached struct—t ch—rat g and hot on chord Z ,V l .Moll have a properly attached 1gld seeing. Locations shorn for permanent loterol restraint of webs shalt have bracing Installed per BCSI sectWs 113, B7 or H10, as applicable. Apply plates to each face I L,J III i� of truss nd Po� 1 OA-2 shown plate � ��t DaWsc, unless noted otherNs¢. = ^� Refer to droeln pee Join. A seal on fifes dra'wYlp or cover pace usthg this d ..to Indicates acceptance of professlaml engMeerkg resporhsai0.lty solely for tin design stem The sJtabMky and use of this drawing e¢ 4✓ �'. d i-- Lakefront Olive for' any strlletu`e Ie the resporhs6>11ty of Me BWdhhg Dealgrar par ANSI/TPI I Sect �Aq Eanh City, MO 63045 For more Information see this job's general notes page and these web sites, epA.'f` ALPINE wealpbreltw.com) TPD wmtphxtorg) Slick evw.cbcIdustry,orgl ]CC, wwwlccsaPearg_ _ Aj VAl�i 1t1/11111111111 Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. Attach purlln bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0,120'xl,375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'4,375' nails. Note, Nailing 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'xl.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 sheathlnp gussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') malls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) IOd 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 Plaovback Plate One 28PB wave pi gyback plate to each face @ 8' o,c. Attach teeth to pplgg�back at time of fabrication, Attach to sup or ng truss with (4) 0.120'x1.375' halls per face per ply. Piggyback plates may be staggered 4' C.C. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing= Member Sulos_t_itut_ion 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, Notesi This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OO T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, <X Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L—Reinforcements or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) naps at 6' c.c. Reinforcing member is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement+ Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) naps at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. MVARNDaR- RM Mm Mine ALL M= CN TIIIS DMVMQ ,�'% "ff�i TC LL PSF REF CLR Subst, eellplilrANTo flaallSH TVdS muvwc Tn at culTRACTmu ma.lmnle T1IE n+srallms .� `L AL- A44 , � Trusses require extrenr care In fabricating, handling, shipping, InstalUng and brackQ. Refer to and �� \ r/ -% TC DL PSF DATE 10/01/14 fallow the ln4st edtion of SCSI (BuM1du,g Component Safety infrnatbn, by TPI ontl SBCA1 for safety �� 4` practkes prior to perfornln9 these functions. Installers sholl provide temporary bradng per BCSL �\G ills 2 Unless anted otherwh;e, 4op chord sMll have properly attached structural shenlFJng and button chordIX C DL PSF DRWG BRCLBSUB1014 a shall have a properly attached rigid eeltbq. Locations shown for pernanent lateral restraint of webs shoji hove bradng Installed per BCSI sections 33, BJ or B10, as appKabie. Pppty plates to each face f trusty and position as Z. above and an the Jolnt Detnss, mleas noted 4he—Ise. = � $C LL PSF Refer to drawings 16OA-Z for standard plate positions. Alpine, a dvlsion of ITV BWltlIng Cenpan.nts crow Inc shalt not be rem—lble for any dMatbn from �QT. LD, PSF AN RWIIOMPANY this drowbg any fa6urc to bJld the truss in conformance with ANSLTPI 1, r far handling, shlppng, .� //�� ©P Installotbn 6 heating of twsces. A seat an this drawlno r cover, pagr Usteg this drawhg, Vacates --Pt—. of, praPesslwa4 f Yl} Q hg rrspn,ssmiuly satetr far t nF a design shown. 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MAX. S-T-ANDAR➢ BOTT❑M- CH❑n_-F-ALSE--FRAME--DETAILS SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET 4' 0' OC MAX, LENGTH TO TRIM 1ILLER r 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' ❑.C, MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD 'IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING L❑CATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' 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 T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 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 SECTI❑NS 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 CONDITI❑NS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATI❑NS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL C❑NNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (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) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 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), - wsH�LTANTM MUSH hQS MAVING�Ttl�&L CWPACTMS VOMM 711E INSTALLERS Trusses require estrene care In fabricatlrg, handling, shlppInp, Installlno and l=11l"p• Refer to and IF the latest atlltlon of HCSL GBudtsnp Component Sofety In or,atbn, y TP[ and SfiCA) for safety pprra6ctices vor to performing these functions. Installers shad provitle temporary brntlng par BCSL WaeG6 noted otherwise, top chord shalt hove properly attached structural when aru! baiton ch. shall have n properly attached Hold ceabg. Locations shown Far permanent lateral restraint of web! d �I'�-1� of.hatilt have bratlr.1 installed s per Abo sections the J or Hlp, as unless no Apply plates to each face I LJ I of truss and position all shorn above sections on tho Joist BID, s, uNess le. Apply plates se. `ram Refer W dw�dr!03 16CA-Z far standard plot. positions, Alpine, a dvislon of ITV 8 drQ Components Group Inc shall not be responsible far` any devihtion Fr AN II�MWMF'ANy this drawft, any Fall—. to buM the truss in -.Fornnnce .Ith ANST/TPI I, or far handling, shipping, Installation L bracing of trusses. A seal on this d—I g or cover P. listing this dr¢.k w Ndcates accepW,ce of professlanal engk!ee„r,Yw�,,rc�sponstlUty sdely Par the destpn shown The sultabuty and use oP this dra.bq 13389 Lakefront Orive for a" _" �We is tiw r¢�Onsbltty of th0 "Cana paslgner per AtitIl I Ser2 Earth City, MO 63045 for more Infornatlon see this Job's general notes pope and these web sites, ALPOM e.w.nlotnelt—ami TPI, we..totnstoeo! S=N v—Sbclndustrvarm ICO wwwlccsafe.oro N 10 SA�E`O Fy //W@ ��4✓,fe �� O R !0 REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 f t Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections, VAR?W42.• RM AND FMJ-DV ALL NaTM oN TMS DRAW,° ••OPlg2TANTo FUMQW Tiffs 11RAWM M ALL CW MCTWtS INMUDM TlE INSTALLERS �' Jam" '°��,,'+ "., T❑TAL T❑P CH❑RD REF 2X4 SCAB O.H. DATE 10/01/14 Trusses require .trene core In Pabricntlrq, handUnp..shlppinp, Instnlpnp and brochp, Refer to and follow the latest edition of BCSI tBulW+g Conpanent Safety Dtiornntbn, by TPI and StCA For safety BCST. -1-1 �pER13e� �, Ca s. LOAD NOT T❑ EXCEED 40 PS DRWG ❑HSCB2X41014 proctk¢s prbr to perfornhp these functions, lnstalters stall provlda telgOrnnrryy brodng per Unless no otherwise, tap chow shall have properly attached structural sheatNng and botton chord for lateral _ Na (DEAD PLUS LIVE) shall have n properly attached Hold ceiling. Location." shorn pernnnmt restraint of webs B7 Apply to face Det = or. plot". each ils unless m stall hove braUnp Installed per above on the Details, uNvet noted otherwise. of truss aM ppooLt16D ne shorn above and on the i o 1\ s. Refer to drnNnps 16gA-Z for standard plate positions. S A�� QF (t,' AN RWCOMPANY Alpine, n dvision of ITV Durtdlnp Conponents Wo�.p Inc shall not ba responslWe Par any deviation fron this drnNnp any F Wore to b11td the truss in rnnfarnonce "Ith ANSVTPI t, .r For handUng, sNppinp, re y solely far the design dam. The sWtaWlty and use of this dro•4p for nn s the resparlsto0.lty of therDne DesrBner Per' ANSI/iPI 1 See2. y � ✓y f �\\ fiy �e \ DtJR—FA��— — f -DU 24 rO Urivo For Dore Infornotlon see this b's eneral notes peon and these web sites `\ Earth Qty.M063Dd5 EA,th City. pLPINEi w•w.aldn"Itr.com TPI. wwr.tob�cL.orooi SHCA� wrw.sbcinawstrv.orn, ICG nrlccsofwaro '"ttt SPACING Of 12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. i rtz 1 NAILS ✓� VARIES Seee Connection Detail I - OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail i i —o— i c mr+n. arnry TYPICAL CORNER JACK (CJ) N.T.S. M EJ a End Jack EJ o G, it eveled Jack (BJ) i L m (BJ) a. CONNECTION DETAIL (BJ) m s (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �m�GJ 2x4 SYP Nailer 16" Long CP 8'-0" MAX. Top & Bottom use 16d lac;C*1 Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. CONFIGURATION tz B VARIES (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S.: TYPICAL CORNER SET INSTALLATION MART TYPICAL L ADING (P.S.F.) qo���P��\ •E S;•.�� �� G •N fir` d nLE: swNctts: TOP LIVE LOAD:i 20 20 : • No MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 " BOTTOM DEAD LOAD: 10 10 :'�: FLORIDA REGISTERED ENGINEER TOTAL: 1 45 37 STRESS,INC. 1.25 1.25 e t• �i'-Zr�� '� LICENSE # PE 47182 WIND DESIGN: M 160 MPH PER STATE OF ; C!/1 ASCE 7-10 MA>24' O.C. 0�,••TL �I: **WARNING** Read & Follow all notes on this drawing. is •°• 0 i �v�� Furnish this drawing to all Oontractors including the installers. ��! S�Q • ° •I-