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HomeMy WebLinkAboutTRUSSa It. Y RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents, Etc one: (352)429-9429 . (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS003 Printed: Fri, Oct 27 2017 rov ►nrormar►on: Address: EOR Name and License Number. rtomerName: Creekside Lot 3 1 Horton 8327 Cobblestone Dr ocdption: City, State, Zip: BB 1828-Cali "D" LL OL Fort Pierce, FL 1 d" f t" Boa ►ng n o rma ►on. Root Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Llve: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AIA 3 A3 4 A5GE 5 A2 6 A4 7 A6 8 A8 9 A10 10 Al2 it A14G 12 B1GE 13 B1 14 C1GE 15 C1 16 D1 17 D2G 18 M3 19 EJ7 20 EVA 21 EJ3A 22 13J5 23 BJ3 24 13J1 25 BJ1A 26 CJ7 27 CJ3A Digitally signed by Manuel Martinez /Ianuel Reprsen tive, oTrust ACFS Business Representative, ou-M AND E pr ASSOCIATES PA,cn=Manuel Martinez. ., ¢ N092342.19200300.100.1.1=A01098000 • 0001464�F8FE960D00211F s f Date•70IU0301137:06-04W ZnAdobe AcroEiat DC version: ' att 2015.00630352 a , a o *✓ yi/%% ZI ��-SO 40 07 SAa Ff 58 8180 BUF48 00 99 2E 95 FB Yids ite�csvaar ,clam:+mt gs ai`ed'wA=Iad by 7Asr 3[mart s �'Y&.iF(..iLC.^4A,$zn2�'OZI Y.dIt;EdkSC.S'tWtlZlk;t.�='pn i�&i835N�-$ iis'tti@:itdCa` 4wr:1C. .ir�tedcW�ssixfv�da.ci�x-.¢avenaiaaxroA sfgs:cs#�asl sca�ir8 xn•� the.�.z^"sv.las:�:ent;ra9enec�Jc`riust fhea�dfEcd an uc3 dcctmrrt: Page 1 of 1 --tea File C®pY C # Job Number: 136DCS003 Ply: 1 SEQN: 635692 / T10 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 16 FROM: AH DRW: Truss Label: Al u Wgt: 221.2 Ibs / ... 10/27/17 7'10" } 14'47 19'10" 25'3"9 h 31'10" + 39'8" T10" 6'6"7 5'5'9 5'5"9 6'6"7 T10" 112X4 a3X6 =3X4 =3X8 =3X4 =3X6 102X4 7'84'3"5 +2'0"1 5'9"1 + 5'9"1 +2'0„1�a 4'3"5 + 78„11 T8"11 12' 14'0"1 19'10" 25'7"1 27'8" 31'11"5 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 M 999 240 g 1650 1709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 / 709 / 961 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearings B 8 H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.549 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.605 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 E - F 1108 -1899 Lumber B - C 1442 -2961 F - G 1263 -2430 C - D 1263 -2429 G - H 1443 -2962 Value Set: 13B (Effective 6/1/2013) D - E 1108 -1899 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chards Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2568 -1123 M - L 2082 - 814 P - O 2566 -1123 L - K 2567 -1129 Bracing *,. O - N 2566 -1123 K - J 2567 -1129 (a) Continuous lateral restraint equally spaced on MAP N - M 2081 - 789 J - H 2569 -1129 member. Or 1x4 "T" reinforcement. 80 /o length of sr afy web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min Jnails .� 6" oc. Webs Tens.Comp. Webs Tens. Comp. @ m P - C 286 -13 M - F 468 - 735 Tray Scab(s) .. r C - N 387 - 554 F - L 483 - 204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails @ 8" oc, plus. D - M 468 - 734 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st < E - M 1338 -714 panel point: (0).. Loading" 1Truss � chord live check e load in areas with 42" high x 24 -wide 4 ' clearances SE (1 Wind 14001 5AMFF5B81806137F4800992E85FB Member design based on both MWFRS and C&C. rhUIrffin,,,�Is�sa�sj n5 r�iadayrnaxra.u�arimae . PE(Fi•. uc.04n52,1 n the da#QAGwa a3a¢ra'a6� 25_N&''l -- ass�endtaau. Fmtedcg3wsabfatdr deccx^.- '1t 0aw catise2s d,2ioei=1 analsd ' ,�,. _ 3r,E cis;w,^^,t asnten��msuxde i^a,�rsetimvea3f�drnsargdeccimnx`•- myias. ' "'WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pr3 esslonak 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 ANSI1TPl 1 Sec.2. For more information see this'ob's general notes page and these web sites:' ALPINE: www.al ine*dw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com- ICC: www.iccsafe.orq Job Number: 136DCS003 Ply: 1 SEQN: 635695 / T13 / COMN 4E6B 1828-Cali "D" LL OL JDR Horton l4EBB 1628 Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A1A Wgt: 254.8 Ibs / ... 10/27/17 ' 70" 1 14'47+ ''641 2'6'"8F 0t 39'8" 6 91+ °411I7'110" -6"7 5S"9 2"4 2 52- t 7'10" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " E=6X12 nl X4 =3X6 EiA4 88X8 1112X4 1112X4 ia5X10 7'8°12 13"4 2'0°1 5'B"1 2'10" 4' 5'0"1 7'11"15 1� T22 12' 14'0"1 19'10" 22'8" 26'8° 31'8"1 3918" Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.11 Wx2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf., NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K Creep Factor. 1.6 Max TC CSI: 0.615 Max BC CSI: 0.548 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 1557 / 708 / 960 / - 1445 / 8.0 1 1557 / 707 / 959 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1417 - 2556 B - C 1439 -2761 G - H 1754 - 3391 C - D 1261 -2220 H - 1 1434 -2754 D-E 1106-1732 1-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2391 -1120 P-O 20 -9 S - R 2388 -1120 N - L 2965 -1290 R - Q 2388 -1120 M - K 26 -12 Q - P 1897 - 788 K -1 2382 -1121 NO 04V82 0. Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. e S-C 286 -13 N-F 214 -147 C - Q 384 - 563 N - G 578 -104B ate' p, Q - D D-P 458 -199 471 G - L L-M 869 -407 71 -682 -3 a E - P 59 - 531 L - K 2552 -1201 E - N P-N 2267 -1099 1880 -659 L - H K-H 634 -187 466 -869 90 015A.38 FF 5B S1 BO BB 7F48-00 99 2E 85 F8 TKUharc aa9xlad W kt—"u MAOM", ?i (a. tic. t"Mi.f ass the data.slwwft AmWASa SPA-1 sasu;emtztaxeaa ca�a, ,=ed crpiazatbk dtx�t anm not cmdda dvludmd salad =6 the SSA2 antnaffims"a Mn kbats Aficd canajdmtmnk calm. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. _ Refer to and follow the latest t :strain o1 wens snap nave oraclng lnstauea per Bi as shown above and on the JoinfDetails, unless of a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI�I PI 1, or for handling shippin , installation and bracing of Wsses.A seal on this drrawing or cover page. _ this drawing indicates acceptance of pr 3 esslona� engineering responsibility solely for the design shown. The suitability :e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS003 Ply: 1 SEQN: 635697 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 221.2 Ibs .. / ... 10/27/17 V io 0 132 T10" _i_ 14'4"8 19'10" 25'3"8 T10" 6'6"8 55"8 SYS E 31'10" 39'8" 6'6"8 T10' 012X4 ! 3V6 H3X4 =3XB EM4 Ez3X6 012X4 I- 13'4" 5'8" 20'8" 1' T8"12 43'4 2'1" 5'9" 5'9" 2'1' 4'3"4 T8"13 1' f' 7'8'12 12' 14'1"� 19'10' 257' 2T8°� 31'11'4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC 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. 1 13"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Tray Scab(s) (1) 2x4x0-1-4 x SP 93 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at BRG.: (0), heel: (0), 1st panel point: (0). (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.040 J 999 240 B 492 / 205 / 310 1- / 445 18.0 Lu: NA Cs: NA VERT(TL): 0.098 J 999 180 Q- 317 / 142 / 183 ! - ! - / 68.0 Snow Duration: NA HORZ(LL): 0.014 J - - H 895 1408 / 659 I - I - / 8.0 HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.531 Q Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.451 H Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.695 Bearings B, Q, & H are a rigid surface. Bearings B & H require a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 E- F 350 -258 B - C 205 -470 F - G 516 -769 C-D 410 -109 G-H 707 -1335 D- E 342 - 229 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 494 - 373 M - L 596 -137 P - O O-N 489 -373 489 L - K K-J 1117 1117 -467 ser a N- M -373 640 -670 J- H 1120 -467 -467 o 047182 V * Maximum Web Forces Per Ply (Ibs) 0 Webs Tens.Comp. Webs Tens. Comp. t P-C 318 -33 M-F 484 -707 OF, Wft C - N 423 - 637 F - L 486 -221 STATE N - D 574 -1077 L - G 404 599 a D - M E - M 669 - 267 70 -151 G - J 298 - 20 40015AS8FF5081B0B57F4800992E95FS Slat IturtAastmecat �kz3rrapa%soed �aa5 salad 4ry rdaxa raLirtlxt�2, PE(YL. aft. E3as2i cn Eitca shewn ahct tangasxaa ar�imGcasr�a:. ?r"�trd ctxlt3��rtda d�ecricrt zr¢ natez^raxi�mad zfdaa�and wind and tisc a ten�tr�eade nt�tt.Y�a�rif�d tn.a�gdectrmr3i sa&las. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 10, le. AD& Dlates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 539422 / T11 1 GABL 4EBB 1828-Cali "D" LL OL"/DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A5GE Wgt: 3612 Ibs Page 1 of 2 .. / ... 10/27I17 T70"14 14'4"8 19'10° 25'3`8 T10"14 + 6'9"9 T 5'S"8 S'5°8 T 65°9 T1014 i. Qh 114J I- 99" ..d f-zir 13'8' 5' 1 21' -i i' T8"13 510' 6 0" 6'3°3 TB°13 1' T8"13 14' * 19'10" + 25'8' �- 31'11°4 39'8° 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.051 R 999 240 B 489 / 220 / - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.125 R 999 180 BK 1387 1639 /- / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.018 F - - AD 573 / 278 / - 1- I - 18.0 EXP: C HORZ L 0.040 F V 865 / 416 / - / - / - / 8.0 Des Ld: 37.00 Mean Height: 15.00 ft ) 9 Wind reactions based on MWFRS NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.642 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL:5.0 sf g p TPI Std: 2007 Max BC CSI: 0.462 BK Min Brg Width Req = 1. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 AD Min Brg Width Req = 1.55 Rep Factors Used: Yes Max Web CSI: 0.940 Spacing: 24.0 " C&C Dist a: 3.97 ft V Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, BK, AD, & V are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BK, AD, & V require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Plating Notes Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. Top chord 2x4 SP #1 Tray Scab(s) A - B 27 -20 L - M 40 -103 y Bot chord 2x4 SP 91 B - C 189 -464 M - N 54 -125 Webs 2x4 SP #3 .W4, W7 2x4 SP #1: (1) 2x4x6-9-11 x SP #1 scab at right end. Attach C - D 312 -112 N - O 61 -123 Lumber value set "13B" uses design values scab to face of chord with: Nails @ 8" oc, plus D - E 384 -167 O - P 89 -178 approved 1/30/2013 by ALSC additional nail clusters at: BRG.: (0), heel: (0), 1st E - F 395 -177 P - Q 238 -563 F-G 424 -197 Q-R 271 -612 Bracing MAN G-H 429 -209 R-S 285 -627 (b) scab reinforcement. 80% length of web member. r H - 1 77 -123 S - T 296 -640 Same size, species & grade or better. Attach with 10d �� I - J 45 -105 T - U 346 - 704 Box or Gun (0.128"x3",min.)nails @ 6" oc. v - J - K 59 -116 U - V 608 -1271 (a) Continuous lateral restraint equally spaced on �- K - L 55 -130 V - W 27 -20 member. Or 1x4 "T" reinforcement. 80% length of No ID411$,,afor web member. Same species & SRB grade or better, is + .: Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails w @ 6" oc. Chords Tens.Comp. Chords Tens. Comp. - B -AH 344 -109 AC -AB 560 -251 Special Loads sft p Fo#�� AH-AG 341 -110 AB -AA 560 -251 - Lumber Dur.Fac=1.25 Plate Dur.Fac=1.25 �` ( ) AG-AF 150 -351 AA-Z 560 -251 TC- From 56 pif at 1.00 to 56 plf at 7.81 F� AF-AE 150 -351 Z - Y 560 -251 TC From 56plf at 7.81to 56plf at 15.17 at� AE-AD 150 -351 Y-X 1059 -482 TC- From 28 plf at 15.17 to 28 plf at 17.17 AD -AC 150 -351 X - V - 1063 -481 TC- From 56 plf at 17.17 to 56 plf at 19.83 V N AU f TC- From 56 pif at 19.83 to 56 pit at 31.85 TC- From 56 plf at 31.85 to 56 plf at 40.67 SERAL Maximum Web Forces Per Ply (Ibs) BC- From 4 pif at -1.00 to 4 plf at 0.00 4601SA38 FF 56 82 BO BB 7F48 00 99 2E 85 F6 Webs Tens.Comp. Webs Tens. Comp. BC- From 20 pit at 0.00 to 20 pif at 14.00 rh;tlsr� � �6���� ��, tm�t7prsas�mtt�lsre�ex BC- From 10 pif at 14.00 to 10 pif at 17.17(x�. yasszjae c>sdhn�o�aa6asxs AH- C 318 0 AC AW 365 763 BC- From 20 plf at 17.17 to 20 pif at 25.67 a1i c 1ia a ado C -AI 316 -672 AW-AX 18 -36 BC- From 20 plf at 25.67 to 20 plf at 39.67 AI-AJ 282 -625 AW-AY 348 -725 BC- From 4 pif at 39.67 to 4 pif at 40.67 i=tis.� bd AJ-AK 302 -650 AX-BA 18 -37 TC- 13lb Cone. Load at 15.17,17.17 mxcdfWcnn jdwtrank AK -AL 310 -656 AY -AZ 324 -705 BC- 32 lb Cone. Load at 15.17,17.17 AL -AG 324 -684 BA -BD 18 -38 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior, to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z 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 ANSIT! PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS003 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Truss Label: ASGE STAR Ply: 1 SEQN: 539422 / T11 / GABL Qty: 1 FROM: AH Wgt: 361.2 Ibs Page 2 of 2 13 tl 40015A38ff5BSIBOBB7F4800992Eg5FB IM itcrsh becn ¢txit s nad'.znd %&clad by M=W mnartb wz, �(R.Uc.Gtii92.jantA,aalesfwwaaC.w�ntasxs,.i ax.?mi ¢nucaz�sss rcxta:. friated coptnofs£es tieXe»-Awo not 021d wetd 4p ad ais bd ' and tl'L"�SAa'�:A�diotti'atatfE84c�¢mhut Ea meriK>tdrna�dezthmr� cKins.. DRW: / ... 10/27/17 AG -AM 489 -876 BB -BC 323 -693 AM- H 485 -870 BD -BF 18 -37 AM -AO 38 -17 BE-P 324 -695 H -AN 618 -272 P -BF 443 -122 AO -AR 38 -17 BF- Y 434 -118 AP-AQ 616 -270 Y-BG 292 -611 AR -AU 39 -18 BG-BH 298 -630 AS -AT 631 -282 BH-BI 284 -609 AT -AV 547 -221 BI-BJ 264 -585 AU -AV 34 -14 BJ- U 295 -624 ' AV -AC 739 - 331 U - X 306 0 L-AC 48 -40 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AI- D 87 -63 AX-AB 43 0 AJ- E 38 -49 M -AY 31 -25 AK-F 14 -19 AZ -BA 68 -66 AL- G 27 - 53 BA -AA 39 -16 AN- 1 26 -56 N -BB 69 -80 AO-AF 25 -12 BC -BD 43 -19 AO -AP 22 -29 BD-Z 22 -9 AQ- J 88 - 82 O -BE 44 -20 AR-AE 56 -27 Q-BG 36 -13 AR -AS 103 -106 R -BH 27 -40 AT- K 80 -122 S -B I 37 - 45 AU -AD 185 -339 T-BJ 73 -56 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing'insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 UEZ Fnr mnre infonnatinn see this ioh's general nntes gage and these web sites: ALPINE: wwweinineilw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: [CC: www.iccsafe.oro Job Number: 136DCS003 Ply: 1 SEQN: 635689 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt: 240.8 Ibs / ... 10/27/17 14'4"7 19' F20'8 25'3"9 31"0" 398" T10" 6'6"8 4'7"9 1 B" 4'7"9 6'6"7 T10" V 0 o� 3:3 =5X8=5X6 E F 163(4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1160 78"12 + 124 +420""11 411I21088' , 171"1�1 20"8" ' '0 91 25"1 2T 4'34 7-8"12 3139'8" 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf.' NA Ce: NA VERT(LL): 0.151 P 999 240 B 1557 / 710 / 964 ! - 1428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.348 P 999 180 1 1557 / 710 1963 / - ! - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37-00 HORZ L 0.151 K - - �) B Min Br Width Re = 1.8 9 q Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 I Min Brg Width Reg = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL:5-0 5-0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.598 9 Bearings B & I are rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.553 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.693 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16-02.01 D.0314.13 A - B 27 0 F - G 1170 -1784 Lumber B - C 1471 -2762 G - H 1290 -2218 C - D 1290 - 2218 H - 1 1471 - 2762 Value Set: 13B (Effective 6/1/2013) D - E 1170 -1784 1- J 27 0 Top chord 2x4 SP #1 E - F 1086 -1534 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2392 -1148 N - M 1894 -848 Bracing R - Q 2389 -1148 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on Or 1x4 T" reinforcement. 80% length of Q - P 2389 -1148 L - K P O 1894 818 K 2386 -1162 2391 member. web member. Same species & SRB or better, ,e� lk - - -1 -1162 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails' O - N 1534 -589 @ 6„ oc Maximum Web Forces Per Ply 0 ' (Ibs) Tray Scab(s) Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP 93 scab at each end. Attach s $ R - C 288 -13 F - N 614 -393 scab to face of chord with: Nails @ 8" oc, plus . "SAT C - P 389 -571 N - G 474 -701 additional nail clusters at: BRG.: (0), heel: (0), 1st (0)., I E OF� P D 450 -201 G - M 451 201 panel point: D - O 474 - 701 M - H 389 - 571 Wind E-O 614 -393 H-K 288 -14 Member design based on both MWFRS and C&C.��� SERIAL 40 01 SA.38 Ef 55 61 i30 BB 7F 48 00 992E 85 FB ThU ItemfsN.v rcc°rt c[aa8trt%a, jv'f ned andualed by MaxAml Mark1w, KIR.Ltc.C47192.( an 9iadzntmhpv"nabasst 7ng aSNT4 m'Lhentimt r rax!°- P14ted crPSaxdt% drr-tea arm VOL mn'� dsred ligna"andmatad arad 2t rust btwdfbd mamrdodmok cm9na- "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o-theroAse,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 10, e. Apply plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. 12efer to a division of I NI 1, or Tor r acceptance any structure its drawing,any'failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 635687 / T8 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City. 1 FROM: AH DRW: Truss Label: A4 Wgt: 260.4 Ibs / _.. 10/27/17 T70" 14 1 17 22'8 2538 31'1D" 3918" T 10" 6'6"8 2'7"8 5'8" 27"8 6'6"8 T 10" M O co 1 =4X6 37 1112X4 =3X6 =3X4 =3X4 =3X4 =3X4 =3X4 =3X6 1112X4 1' T8"12 4'3"4', 2'1" 2'11" 2'10" 2'10" 2'11" 2'1" 4'3"4 7'8"12 1' 7'8"12 12' 14'1" 17' 19'10" 22'8" 25'7" 2T8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF; TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 now Duration: NA' Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Defi/CSl Criteria ♦ Maximum Reactions (Ibs) PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL, / W VERT(LL): 0.150 Q 999 240 B 1557 / 712 / 965 1- / 387 / 8.0 VERT(TL): 0.346 Q 999 180 1 1557 / 712 / 965 /- /-' 18.0 HORZ(LL): 0.065 K - - Wind reactions based on MWFRS HORZ(TL): 0.150 K B Min Brg Width Req = 1.8 Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Max TCCSI: 0.589 Bearings B & 1 are a rigid surface. Max BC CSI: 0.561 Bearings B & I require a seat plate. Max Web CSI: 0.669 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1300 -1921 B - C 1518 -2764 G - H 1338 -2214 C - D 1339 -2214 H - 1 1518 -2764 D-E 1300-1921 I-J 27 0 E - F 1189 -1696 .STATE..'OF SERALA 40015A3,8FF5581110037F4800 99 2E85F5 i;iturth,rsts�m cla tsd 9 �afed9x�8Aaas�i613artlne, VE fit. ik.947132( an the &*&M wa abmamus a 5i'3 1 asaihent;�a,uodc. ftzud zopield id, dr =A:em got csrsid=d znd rea d and ito sK4.1 > Lffizzt!!adsdnz,zWc en=tft.mff,,, f-udtyde dror_ zsslmx. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 2394 -1196 O - N 1683 - 748 S - R 2391 -1196 N - M 1888 - 899 R - Q 2391 -1196 M - L 2391 -1226 Q - P 1888 - 869 L - K 2391 -1226 . P - O 1683 - 724 K - 1 2394 -1226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 292 -13 O-F 247 -194 C - Q 392 - 579 F - N 583 -403 Q - D 424 -206 N - G 432 - 584 D - P 432 - 584 G - M 424 -206 E - P 583 -403 M - H 393 -579 E-O 246 -193 H-K 292 -15 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building c Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary r BCSI_ Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61 D, le_ Aoil Dlates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. E�efer to a division of TPI 1; or for h acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 635684 / T7 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 212.8 Ibs / ... 10/27/17 39W 28°T100^ A' 90" 44071'20 T10" =3X4 =5X6 112X4 =3X6 =-3X8 =3X8 =3X6 II!2X4 h1' 7'8"12 4'3"4 + 3'1"12 + 9'4"8 3'1"12 4'3"4 7'B"12 1. 7'B"12 12' 15'1"12 24'6"4 27'8° 31'11"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.154 E 999 240 B 1557 1714 / 962 / - / 346 18.0 Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 1714 / 962 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS HORZ(TL): 0.155 J - - B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.732 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.353 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 E-F 1291 -1860 B - C 1556 - 2766 F - G 1330 - 2162 C - D 1330 -2162 G - H 1556 -2766 D-E 1291 -1860 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- O 2397 -1239 L- K 2394 -1268 I O - N 2394 -1239 K - J 2394 -126B N - M 2394 -1239 J - H 2397 -1268 M - L 1928 - 920 " P Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. `( O - C 286 -11 E - L 182 -191 C - M 442 -620 L - F 587 -317 * s. D - M 587 - 317 L - G 442 - 620 STATE OF � M-E 183 -192 G-J 286 -12 a m� k '% 40 015A 38 FF 56 81 BO 613 7F48 00 99 2E 85 FB ;iais l4anfrssmalad s�nadasx8:�alad6p ra7a::uai Martbie� '� `�rl.. tic.�trE93! ca tAcc�axa s�icar�a ataavau�g a s-�, autlsenttaa�,. av�tad cop�asarifias daar,.crtara mrt crxnrdcuad Yignz� amd acaiad znd SFc �SR�k�:Ynantlra7iasuxd¢ mr:sr � avifled rat aa�a9actrank ca�las. '"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 99uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 7id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le. ADDty Oates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. see Job Number: 136DCS003 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" ILL OL Truss Label: A8 V 7'10"9 + 13. 7'10"9 5X8 D Ply: 1 SEQN: 635682 / T6 / HIPS Qty: 1 I FROM: AH DRW. Wgt:215.6lbs / ... 10/27/17 19,10° 317 + 39'8" i 610" 6'26'610" 5'1"7 7'10"9 =3X4 Zi5X8 E F 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 1' 7'8"13 4'3"3 1' 6'10" 6'10" 1' 4'3"3 T8"13 1' 7'e"13 12' 13 19'10° 26'8" 27' " 31'11"3 39W Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.166 E 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1561 / 716 / 953 / - 1305 18.0 Enclosure: Closed j Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 / 953 ! - /- 18.0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria Mean Height: 15.00 ft Creep Factor. 1.5 H Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2014 RES . Max TC CSI: 0617 Bearings B & H are a rigid surface. BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H,require a seat plate. MWFRS Parallel Dist: h/2 to h Rep Factors Used: Yes Max Web CSI: 0 432` C&C Dist a. 3.97 It Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 16.02.01D.0314.13 A -'B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. e "TAT E. A -ft 40015A38 1`F 5B 41 BO B57F 48 00 99 2E 85 FB s&itdfer!stiaa#edxcla - s red' lad by x+arki R£m' uc."7301 en 00&Wau a:Rbam WASa sit--L �adsszst�asta�Aa, o, �alacndest�drr..�+^.�.ma�mr.aAd��as3.lr,ffi s dthe %.amx +entmiLmeade rn�r vadWm acysdeamrk .. cmiat.. C - D 1440 -2299 G - H 1582 -2760 D- E 1507 - 2281 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1259 M - L 1992 - 997 P - O 2385 -1259 L - K 2385 -1288 O - N 2385 -1259 K - J 2385 -1288 N - M 1992 - %7 J - H 2388 -1288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 - 262 C - N 367 -494 F - L 447 -224 D - N 447 -224 L - G 366 -494 D - M 400 - 262 G - J 258 . -16 E - M . 326 -409 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING -THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper oid ceiling locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 c 610, e. Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise: ki;fer to 60A-Z for standard plate positions. a division of dis drawing,any failure to build the on this drawing or cover page . re design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A10 Wgt 212.8 Ibs / ... 10/27/17 7'10"8 11' 16'10"2 21' 22'8"3L 288" 31'9"8 39'8" r 7'10"8 + 3'1"8 + 5'10"2 f' Al4 11'8" 5'11°13 3'1"8 7'10"8 =6X6 1112X4 a3X6=3X4 =6X6 D E F G H IIIA4 m3X4=3X6 =3X8 M3X4 3X6=3X4 1112X4 1' 12 3'3"4 4'10"2 6'1"9 4'8"5 1' T8"12 1' f' 7 8"12 16'10"2 22'11"11 27'8" 28' " 374 4 39'8" H 3~ 1'11"4� 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 loo Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 / 940 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.159 L - ( )� B Min Big Width Re 1.8 q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 P J Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.614 Bearings B & J are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.491 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02:01D.0314.13 A - B 27 0 F - G 1684 -2610 Lumber B - C 1613 -2757 G - H 1676 -2597 C - D 1551 - 2431 H - 1 1551 - 2431 Value Set: 13B (Effective 6/1/2013) D - E 1685 -2610 1- J 1613 -Z757 Top chord 2x4 SP #1 E - F 1684 -2610 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "1313" n values uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - S 2384 -1284 O - N 2124 -1105 Wind AX " S - R 2382 -1284 N - M 2124 -1105 Member design based on both MWFRS and C&C. 1i sw t R - Q 2124 -1076 M - L Q-P 2124 -1076 L-J 2382 -1313 2384 -1313 r P - O 2614 -1373 �+ sNo 047U1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ a S - C 231 -19 G - O 283 - 338 STA C - R 331 -411 O - H D R 398 H M 660 -407 394 - -259 - D-P 671 M-1 -257 330 -416 -410 E - P 278 - 334 I - L P-G 114 -111 233 -20 4001SA38FF51381SO887F4800992E95FB afire tram Hwsi�:carcic xdgnce3 Vd,1m Wily UaWtl Marge,=, n €, lk.447IS21 m Lhadata ihawn alawm tag a SKr,], a3.'tYCFiYSGit:S:QS G Pr�tead c��zrixhis dot arm nut crvsx8diirad s�ma:Wausd saniad aid tfe Si,"Rriaxi4tentnsatte�c,ccedc ntxl kr'v a�rsir3ad ax amtrdcctn5r3s rs�fnx. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or p10, e. ADDTv Diates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. {2efer to a division of 'UPI 1; or for h acceptance any structure failure to build the g or cover page rn. The sui bility Job Number. 136DCS003 . �' Ply: 1 SEQN: 635678 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW. Truss Label: Al2 I Wgt:211.4 Ibs / ... 10/27/17 7'8"12 9' 14'2"15 19' 9' 0" 25'5"2 30'8" 1'1 "4 39'8" 7'8"12 1'3" 52"15 1 10 5'7"2 5'2"14 1'3" T8"12 11 0 v 1 =4X6 =3X4 =-3X61112X4 =3X4 =-5X6 D=gva E F G H I PAM ..1 S R O P O N M 1` 1 m3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 7'10"8 4'1"8 1'11 5'10"9 5'iD"10 111" 4'1"8 7'10"8 1� 7'10"8 12 13'11 19'10" 25'8"10 27'8" 31'9"8 39'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Sld: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code ! Misc Criteria TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Lt,Q'3m Wind Member design based on both MWFRS and C&C. +1y _ �asewc Defi/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.243 G 999 240 VERT(TL): 0.560 G 843 180 HORZ(LL): 0.074 M - - HORZ(TL): 0.171 M Creep Factor: 1.5 Max TC CSI: 0.566 Max BC CSI: 0.557 Max Web CSI: 0.501 Mfg Specified Camber: VIEW Ver. 16.02.01D.0314.13 4 .,047182 STAT E 0 40 01 SA3B FF 5B 81 BO BB 7F 49 00 99 2E 85 FB r#sls Iteri?m sent mkc9rmps#�mad ars! z�a9adtry cRas�azl rnart�ax, 8E (&l. t£e. pz7ZfiZ(at1 M.sda3szhawa atxi�rm u.�ag a Sf#JMi iL'�ftl7tKatt�Y LCkJa. Ftot.d copwMathid d 2mzsammotmnsltrraiisiivadazaled arb ti�.;�,tau9iislrY�a4ecn8am4:t �amcdfiedeswtatzycdoctrariz ♦ Maximum Reactions (Ibs) LOG R / U / Rw / Rh / RL / W B 1560 / 720 / 921 / - ! 223 / 8.0 K 1560 / 720 1921 / - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. fi Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 2O30 - 3245 B - C 1644 - 2765 H -1 1869 - 2950 C-D 1812 -2718 1-J 1811 -2718 D - E 1870 - 2951 J - K 1644 - 2765 E- F 2030 - 3245 K- L 27 0 F - G 2030 - 3245 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2393 -1311 P - O 2983 -1621 S - R 2257 -1186 O - N 2257 -1215 R - Q 2257 -1186 N - M 2257 -1215 Q - P 2984 -1611 M - K 2393 -1340 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. , C - S 406 - 330 P - H 337 -192 S - D 490 -428 H - O 381 -524 D-Q 941 -561 0-1 941 -561 Q - E 380 - 524 1- M 491 -42B E - P 337 -191 M - J 406 - 330 G - P 233 -309 *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an c7 SBCA) fo' r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of TPI 1; or torn acceptance any structure the failure to build the g or cover pa e_ tn. The sui brhty —b Job Number: 136DCS003 Ply: 2 SEQN: 635616 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A14G Wgt: 235.2 Ibs .. / ... 10/27/17 19'10" 7' 111 1518"7 1T~21� 23'11"9 282"15 32'8" 7' 4'51 4'3'S 1'3" 4'1"9 4'3"5 4'5"1 a3X4 m3X4=4X6 1112X4 m3X4 m3X4 1112X4=4X6ID5X6 B: X4 =3X8 m3X4 �&6=4X6 11&4 1' 6'7"12 3'11"13 10"7 4'5"1 4-5"1 3'4"15 3'11"13 6" T1"12 11'1"9 1 3415 19'10" 24'3"1 2T8" 110,J7�64 y f 94"15� 28'8'7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bet chord 2x6 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nadnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. M.B. -i T T_ in 2(B3) 67"12 k1 39'2" 66' 0u 8" Snow Criteria (Pg,Pf to 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 / W Pf: NA Ce: NA VERT(LL): 0.350 G 999 240 B 3139 11427 1- / - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.816 G 679 180 K 3140 11428 /- / - / - 18.0 Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.174 C - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Rep Factors Used: No Max Web CSI: 0.504 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE IVIEW Ver: 16.02.0113.0314.13 A - B 13 -10 G - H 2103 -4696 B - C 1428 - 3155 H - I 1999 - 4469 C - D 1708 - 3815 I - J 1709 - 3816 D - E 1999 -4469 J - K 1429 -3156 E-F 2103 -4696 K-L 13 -10 F - G 2103 - 4696 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Jt B - U 2787 -1250 Q - P 4504 - 2022 v U- T 2801 -1253 P- O 3880 -1745 ' * T - S 3879 -1744 O - N 3880 -1745 ' S - R 3879 -1744 N - M 2802 -1254 ' R - Q 4504 - 2022 M - K 2788 -1251 ' + 0 Maximum Web Forces Per Ply (Ibs) aWebs Tens.Comp. Webs Tens. Comp. ' C-U 319 -68 Q-H 251 -106 C - T 1323 -594 H - P 268 -414 T - D 430 - 770 P -1 782 - 338 V. �e D - R 783 -339 I - N 430 -770 `� m� R - E 269 -415 N - J 1323 594 »s M-J 320 -69 G-Q 192 -240 40 01 5A 38 FF 58 81 Bib BB 7F 48 00 99 2E95 FB :latt lion irts$ucnclezers#sajxdaz9 scaicd'ay }Aaxeasl Kaarttass ?�'.�t. trK.ea7tsxf oc�itte �aicshcwnaCn�m w.3ng a s}iA i au^t� atttrcat`��n ca3a, mtadtr tasrt$thss eitxer.,sxtm.w,-wicmd gpd—d sa 1.l R and tirz r:R•; sWhenGcatieacc�la mint Oa arcr#rdad on3apa$ectmrSc cCClaL *`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 an SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincciiComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI f _PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes Dam and these web sties: ALPINE: www.alDineitw.com: TPI: www.trinst.orq: SBCA www.sbcindustrv.com: IM www.ic safe.orq Job Number: 136DCS003 Ply: 1 SEQN: 539401 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: 131GE Wgt: 134.4 Ibs / ... 10/27/17 M .21'4" i r 10'8" 1018" *1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " �►-- 2'8" --+1'4- -1 (TYP) ! ®4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind r' Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ PY. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 21'4" 21'4" 21'4" Defl1CSl Criteria PP Deflection in too Udell U# VERT(LL): -0.001 H 999 240 VERT(TL): 0.001 AE 999 181 HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Creep Factor. 1.5 Max TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 No 047182 it e TAT e.s ce 40 01 5A38 FF58 8180 BB 7F4800 99 2ES5 FB kitambas ecr¢Is s rtcdw>dsealci!by tsrAMMaftl;,", 4E(a.LYc.Gxrftizl csi thcx?aa¢shxdvn atxtna w. ga Sis,4.1 aLnhank�sasicrszadu, tnd twkvaftfis drrrz r.,txrm amtcrxm3tttnd vaaes4 grad sealed and tMmif�daaaayd"fmrY- cat:fnt. 1' ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL 1W P* 81 137 /39 /- /11 1255 Wind reactions based on MWFRS B Min Big Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 1-1 304 - 24 B-C 87 -120 J-K 253 -21 C-D 80 -90 K-L 202 -23 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 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 X-1 0 -162 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safetypractices pnor to performing these functions. Installers shall provide temporary BCSL Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly CCc. ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, e. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of iPi 1,orTor n acceptance any structure failure to build the g or cover page. in. The suitability see 6 Job Number: 136DCS003 Ply: 1 SEQN: 539402 / T15 / SPEC I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: B1 Wgt: 103.6 Ibs / ... 10/27/17 SO 3o rn T10'7 Tl0"7 1, TB"11 7'8"11 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: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 10'8" 13'S"9 21'4" 2'9"9 2.9"9 T107 D-4X6 ZD =3X4(A1) 111ZX4 =3X4 _3MJ IAZX4 17"5 i U'l"5 7'8"11 i 94° r 137"5 21'4" 14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 869 / 397 / 529 1- 1229 18.0 Pf., NA Ce: NA VERT(LL): 0.035 J 999 240 Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 / 360 / 463 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.036 G - - Creep Factor. 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.436 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 16.01:O017.0504.20 A - B 27 0 D - E 1065 -933 B-C 1138 -1276 E-F 1187 -1281 WAVE C - D 1038 - 932 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1066 - 865 H - G 1068 - 859 J - 1 1062 - 864 G - F 1072 - 860 I - H 1062 - 864 rrre-�'! Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. w° J - C 288 -55 H - E 608 -515 047102 � C-H 600 -505 E-G 290 -80 D-H 790 -905 a 00 Ir STATE 40 015A 38 FF 55 8180 SB 7F48 00 99 2E 85 FB ThU it9m Av txc elea apacd=1 sealed by bts AMbtiku, rn M. Uc.94?1521 ao titsd=3 Mwa abom Whiga S} 3 Yent=Ai AC<de. ftb"dcrgwsaittm'd-.. .—aacaCYS'3i&=titpa d=n scaled =6 ktw s: a 3 =Ac.dm*-Aaa* nut h� vrAfkd cea sing dectmrdc MPSez "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinqg shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinhc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's qeneral notes page and these web sites: ALPINE: www.alpinedw.com: TPI: www.tpinst.org; SBCA www.sbctndustry.com; IM www.iccsafe.org Job Number: 136DCS003 Ply: 1 SEQN: 539403 / T3 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1GE V Wgt: 78.4 lbs / ... 10/27/17 7' 14' T 7' �- - 18" --� TYPI { G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: %00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. 14' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Snow Duration: NA HORZ(LL): -0.002 E - - HORZ(TL):-0.002 E Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 TPI Std: 2007 Max BC CSI: 0.026 Rep Factors Used: Yes Max Web CSI: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 Wind Member design based on both MWFRS and C&C. i Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. ♦ Maximum Reactions (Ibs), or "=PLF Loc R /U /Rw /Rh /RL /W B" 84 /39 140 /- /12 /168 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-1 157 -48 C-D 61 -28 1-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 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 `IJ T-S S-R 161 164 -49 -49 O-N N-L 150 144 -53 -55 wir�a Maximum Gable Forces Per Ply (Ibs) No 047'102. Gables Tens.Comp.Gables Tens. Comp. p. C - V 122 -56 Q - H 205 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 EOF F-S 205 -83 N-K 122 -56 $TAT G-R 13 -89 40 01 SA38 FF 5881 BO BB 7F49 00 99 2E 85 FB nic ltarsshvak�esa clezi�gs�nad-�rz9 scalad 5Y pAattracl lAarttncz, P£(FL. Lk.04713216tP't@i��1M13S7kIIWlt aL4xaa UE&5gII 5riA 3 el�tii CRYiC1IIib`.NS ZdY�C- 2r3atnd cugrbxzcrrhss dosvrsnt aaa nM craui�aci3 st�asf ansi sm�ivd aaaE tte 5riA i as.3hent�at�xu�¢ m�.t � rer3f�l � as3rdatrank Ins.. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS lwire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e. Aooty plates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. kefer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover page m. The suitability SBCA Job Number: 136DCS003 Ply: 1 SEQN: 539404 / T14 / SPEC I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: C1 Wgt: 50.4 Ibs .. / ... 10/27/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' C=5X6 III ZA4 14' 7' 7' 7' 7' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 1272 / 371 / - / 158 18.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 1234 1304 / - /- 18.0 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E B Min Brig Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.119 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 C - D 809 -738 B - C 777 -739 40 01 5A38 FF 50 81 BO OB7F4800992E95FB UhItertAa'a bzdaaleclamt ysdgnad ara5:cafad by F t4 lMtarthaaa, 4Ct.Gat7tfl2(cn ti�a�-a8¢ ahaeaa aL^•utrg a Sbita�l samesa.Ysases�da. ntated ccat=v1tt& do—teA."vw csa 2&=d siprdmd salad and tisaa+.dheatkation coda melt tw a uftd rmc aerj- deaw k comas: Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - E 598 -5W E - D 598 - 536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sues: ALPINE: www.al ineKw.com: TPI: www. into ; SBCA: www.sbcindu .com; [CC: www.iccsafe.orq Job Number: 136DCS003 Ply: 1 SEQN: 689043 / T29 ! COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW. Truss Label: D1 I I Wgt: 37.8 Ibs .. / ... 10/27/17 5' 5' III LJl4 10, 5' n 5' 5' 1' 1' 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defiection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W B 438 1224 1424 ! - 1134 / 3.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 F 999 180 D 438 / 223 / 259 / - / - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS, Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.253 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A - B 27 0 C - D 780 -492 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE B - C 814 -492 D - E 27 0 Lumber Value Set: 13B (Effective 6/1/2013) " ­ I.. ­­y t""r Chords Tens.Comp. Chords Tens. Comp. Top.chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 420 -595 F - D 420 -595 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC 4pI It Webs Tens.Comp. Wind IA C-F 302 -416 Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 06 No 04710P STAT E 0° � r 40 01 5A 38 FF 5B 81 BO BB 7F 49 00 99 2E85 FB This 2tnnira3: cer+misciradca /sR},mnd'zndsealad by Mwxal blortines PE (r�' UY . 'N$7ifl�'.1 ca L} a that shown"abm W.&g a SRZa i act�en�aass�la. meadx �sx i[tizd�sr eraara n6tcsssltcrnil madansi :salad and Etace A+aazffihendca92cs1rxtdc mmk ba�ulf3ed;.m anydectrank raryias.. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) faF safety practices prior to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a propperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIq PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS003 Ply: 1 SEQN: 6890531 T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: D2G Wgt 44.8 Ibs / ... 10/27/17 3' 7' 10, r 3' 4' 3' —�C6 12 C -5X6 M O _LO 2X4(A1) B E=2X4(A1) co 43 A fV F H G III I -AL+ =.an t 1, 3112 3'6"12 3'3"81. 1, 3'1"12 6'8"8 10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.010 G 999 240 B 499 / 237 / - / - / - / 3.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 1237 / - / - 1- / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.010 G - - �) B Min Brg Width Re 1.5 q NCBCLL: 0.00 Mean Height: 15.00 ft g Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.150 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.040 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 305 -689 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 304 -692 E - F 27 -20 Lumber C - D 246 -607 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 590 -251 G - E 588 -252 Lumber value set "13B" uses design values H - G 600 -248 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading� Webs Tens.Comp. Webs Tens. Comp_ #1 hip supports 3-0-0 jacks with no webs. Aataa C- H 102 0 G- D 105 0 Wind IV + �" C-G 8 0 Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. e ffi FOF 40 01 5A 38 FF 5B 8180 BB 7F49 00 99 2E 95 FB Tint itemirtarscest el¢cfirca?carp <5 nad wJ ualat! by FAasa:.ei Mardnea -S. FL. M.047wz[ on asKtiil. atAthent3tatLaa cc�1m tsdxt suitfdsdau eruaers nut axWd=d vqwdand=bd zad t}ce.» 3au�+enCxaAt tzc�lecns�t3zx vrriFsrd cnAvpdutfent- K33y1uS. "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 BCS] (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIO PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec. 2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpinedw.com; TPI: www. into ; SBCA: www.sbcindu .com; ICC: www.iccsafe.or Job Number: 136DCS003 1 Ply: 1 SEQN: 539406 / T22 / HIP_ 4EBB 1628-Cali "D" LL OL /DR Horton /4EBB 1828-Cali °D" LL OL Qty: 2 FROM: AH DRW. Truss Label: M3 Wgt: 11.2 lbs .. / ... 10/27/17 12 6 2X4(A1) B FA C TT 11 �I 21 r �1 2' 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 / W B 87 / 69 / 144 / - / 64 18.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA 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 1- 1- / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.001 D - - indlNreaBfions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Height: t: Creep Factor. 1.5 B g Width Req = 1.5 Soffit 2.00 TCDL: P BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 It 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: 16.01.0017.0504.20 Ch d T C Ch d T C Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Special Loads ---(Lumber DurFac =1.25 / Plate Dur.Fac=1.25) TC- From 0 pif at -1.00 to 56 plf at 0.00 TC- From 2 pif at . 0.00 to 2 plf at 2.00 BC- From 0 plf at -1.00 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 pif at 2.00 Wind Member design based on both MWFRS and C&C. '0 047102 x ►" STATE OF 40 01 5A 38 FF 50 81.8D 1313 7F48 0099 2€ 85 F€i 3taulkumfri betn alardr¢t }s4 ea a�s5=led by uar ml Mardwm GSYkSNi1FU�tfPWtA�'ngxS 4 edce�ierta thhdtursivarcn+rtcrr r �doped;mdwalad mid ft Es_k2nxdt mdra4c� wde meat ba.,e dfkid rm my dettwrzk Ccies.. or s ens. omp. or s ens. omp_ A-B 13 0 B-C 6 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPi and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted othermse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIi PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8uiiding Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes a and these web sftes: ALPINE: www.al ineftwoom: TPI: www. inst.o ; SBCA: www.sbcindu .c(m; ICC: www.iccsafe.o ®1 Job Number: 136DCS003 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs / ... 10/27/17 C 12 6 M O tp M C7 2X4(A1) B T A D 7' 1' 7' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W B 336 1117 / 259 / - / 173 / 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 127 / 20 / 101 / - / - 11.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - C 171 1133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.031 D - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft TCDL: 4.2 CreepFactor. 1.5 B Min Brg Width Req = 1.5 Width Re = 2. Soffit: 2.00 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min Br g q - C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it 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: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 77 -151 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. a sy gygx���esas mIVAW at wo TA F SERIAL* 40 01 SA38 FF 513 8180 BB 7F48 00 99 2E 85 FS *6k itomhssbsmeledx ja ;ncd'W'd Mied by 6Uas lMatthw' Ff. M. Lk. rAIIH21 on the eafislwwa abm u•maa 59A.1 a�ilEenttai=��cs �+x9c. F mtsdccp§csaf"do:rassca=9 not CXAitSsad SWAd=dMind =4th--wR,aaUthwttme7 code tnr'^.tbit aerlfiedt#Lam'740cNSok cmlas. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporary Component Safety Information, by TPI ana'SBCA) for safety practices prior performing shall provide bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of proYessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this joVs eneral notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA www.sbcindu .mm; [CC: www.1ccsafe.orq Job Number: 136DCS003 Ply: 1 SEQN: 539409 / T231 EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 6 FROM: AH DRW. Truss Label: EJ7A p Wgt 21.0 Ibs / ... 10/27/17 2X4(A' T Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C , Des Ld: 37.00 Mean Height: 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effl ctive 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (P9,Pf in PSF) Defi1CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc UdellL/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 No 047M2` ' � e 40015A38 FFSB 8180 BB 7F48 00 59 2E 85 FB rhuaaaraw0waledin FAmAti :� (r4, t�.�rrasxt m'itAa caas,:.nfwwm atexm �ring asxz.s av^�hent`�rt=�rseadu�, Noted ccpiaafthsh t1mmuriwit z.t=Wff cad op d=d salad and U vsxtfaed maaerelcilmOz nerds. B ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W A 270 179 / 188 / - / 151 / 8.0 C 128 121 /104 /- /- /1.5 B 174 / 135 195 / - / - 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqguire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilmct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI, PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. M ,i Job Number: 136DCS003 Ply: 1 I SEQN: 689047 / T32 / EJAC I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW. Truss Label: EJ3A Wgt 12.6 Ibs .. / ... 10/27/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 43 1 3' 1' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE C Defl/CSI Criteria PP Deflection in loc L/defl L!# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - Creep Factor. 1.5 Max TC CSI: 0.174 Max BC CSI: 0.071 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.01.01A.0723.13 No 471 � 1�r e � 4 a STATE OF js' +sJ 40 015A 38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB SMIt Item to been eltdrodcalyshnad a ad scalad by iAaa Iktarcaes, Lk.0471H21 on the daze shown abam tr/ng a S34A.l as:dv cntkatiesa zadc. xi8atad eoptrs tafthehdmexaers ma notenmSaraad%kp dandsealnd anc ft„4A-1 au4fmntkat% code mu be vmif nd on aey dccttanY- rnalns. M CD 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 93 / 202 ! - / 86 / 3.5 D 51 /33 /73 /- !- /1.5 C 64 150 / 35 1- l - 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire 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 BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61D, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of failure to build the g or cover page rn. The suitability Job Number: 136DCS003 I Ply: 1 I SEQN: 539413 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: 13J5 1 1 Wct: 16.8 Ibs I I ... / ... 10/27/17 C 12 6 M O Ln N B 2X4(A1) A �'IN u D 1' 5' 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l38" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA LL NA Cs: NA VERT(TL): NA S� now Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.010 D - Creep Factor: 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Sid: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.0017.0504.20 WAVE El w 40 01 5A 38 FF SB 81 SO 6B 7f48 CO 99 2E 85 FI3 ?emu LEemRaa�earu elx�vigtrud amdstsalad by BAazf Aaiarttnas, ?VOL. Lk. rA1E521 on the loll& Shawn abavm Awing a SHi•1 a�henCtcakiesaaer Prated ecpimsrtdtt� dacnc:e�r.,t ma not cra�d>•acd sf�m�.axad sealed the 5�.aat�enfscaAtcsacrx7a mraFbsxmr3fl-eax aa�reloctrar.%:. . smytas.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 196 1208 / - / 129 / 8.0 D 90 /13 /70 /- /- /1.5 C 119 /93 /62 /- /- /1.5 Wind reactions based on MWFRS B Min.Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C M -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of,BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI._ Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. AppTv plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to a division of 'IF'I 1,ortor n acceptance any structure its drawing,any failure to build the on this drawing or cover page je design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 539412 / T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt: 12.6 Ibs / ... 10/27/17 C 12 6 F,,7- T M O lO 2X4(A1) B V_ CV A D 3' 1' 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 Udefl U# Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - 186 / 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 51 16 / 41 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L -0.003 D - - (T )- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 P B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2007 Max BC CSI: 0.072 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: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 29 -105 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C.NA as Ir .' - STATE OF ,W *�. NN' IR 0 3 d-� SERIAL 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB Snit itemitas been ekciros:ca pstSned MrA sealed by MAuatl Marttner, PEt6L. Ltc.047ta11 an 0e 841, shaven above u.Mg a SNA•1 amhent`xataneoda, 4 wvd ecgt=ofthh doeLmrt we not cr Wdmed sign dsnd scaled and tiha. S+a41a fficntintimcae M'At terrify on arty ol"Imoc cus: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 and'SBCA) t safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. h fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. of this drawnng for any structure is the responsibility of the Building Designer ANSIFTPI 1 Sec.2. The suitability and use per For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • sack www.sbcindu .com• IM www.iccsafe.orq Job Number: 136DCS003 Ply: 1 SEQN: 5394101 T18I JACK 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs 1 ... 10/27/17 12 6 C 2X4 Al B cY o LO D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. — 1r1' 1' .Snow Criteria (Pg,Ptin PSF) Defl/CSI Criteria g: NA Ct: NA CAT: NA PP Deflection in too Udefl U# k NA Ce: NA VERT(LL): NA Lu: NA Cs: NA1 VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W B 150 / 77 / 145 / - / 42 18.0 D 11 /10 /18 /- /- 11.5 C -14 /28 /25 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ar No 047182 a a pal 40 01 5A 38 FF 50 81 BO 8B 71' 48 00 99 2E 85 FB IIAtt Itamtrvs &rmcrr mkdra°at:sL?/ s�ncd aad saakd by Mmml Marto ", Ps (ft. Ltc,0471911 an the daW shar,n abaam Wag a Vx a aa�enf3cati�rsuda. ?rtntad ccqkx of tits daaaamat arm mat cansict Md srdned and mind and tfMSZ 1Murydatror3r; =Ias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a reqquire extreme care in fabncatingg handshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bV TPI anr7'SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temposrrYY per BCSI. Unless noted 0 herwise,top chard shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, icaA Apply plate- to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to Is 160A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handlia, shippinq, installation and bracing i of trusses.A seal on this drrawing or cover page this drawing indicates acceptance of pro essiona engineering respons bility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS003 Ply: 1 SEQN: 689045 / T20 / JACK I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1A I Wgt: 11.2 Ibs .. / ... 10/27/17 12 6 � C 2X4(A1) B c� 4"3 -L A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 - Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. D 1' 1' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(fL): 0.000 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Sid: 2007 Max BC CSI: 0.014 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver. 17.01.01A.0723.13 WAVE No 0471 ' .r v a .� STATE OF t{/a 40 015A 38 FF 58 8180 88 7F 48 00 99 2E 85 FB This itnmtrrs t+ammkctrm #ys ncdand=aW by tA,ImA MAMM", PE (FL. ue.947101 m the daw shcv a above tying a SHA1 zuffier kaW—Awda, rented ccptas of &A doccasosasra zot conve rod Virzi and :sled oral the 1 xacofcarumcode M"I Ds Verified rn asyelectrank cwlms ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 150 189 1157 / - / 42 / 3.5 D 11 /2 /10 /- /- /1.5 C -14 /25 /22 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 27 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Api)Tv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to a division of �IF'i T,ortor r acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 ` Wgt: 42.0 Ibs .. / ... 10/27/17 6'3" 9110"1 6,3" 3'7" n 1'5" 6'1"4 3'2° 6"1 6'1"4 9'3"4 9'1 -5111 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 pif at -1.41 to 55 pif at 0.00 TC- From 2 pif at 0.00 to 2 pif at 9.84 BC- From 0 pif at -1.41 to 4 pif at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 /- /- / - L6: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - l 0 10 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 /- /- /- HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Big Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Sid: 2007 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. FT/RT:20(0)110(0) Mfg Specified Camber: gearing B requires a seat plate. /W 110.6 / 1.5 / 1.5 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 65 -72 B - C 330 -650 40 015A 38 FF 58 8180 8B 7F48 00 99 2E95 FB rhlc midwiad krr Manuel Martines. FIE(FL. ttc. rAllalf Gn the data shown aEa - using a SMA4 �.�semacattes,�d. fv�tadcotes aith�dnc cmtarm not cro9&r d%V-d=d=alad and thar. :sr+thanCcaAiarsccde mmt N asrif&i maw tdcctranis cs,clas. Maximum Sot 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) . I Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -iMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety. Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 910, e.- Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to a division of I use of this drawing for any structure is more information see this job's general notes page and th its drawing,any failure to build the on this drawing or cover page i design shown. The suitability Job Number: 136DCS003 Ply: 1 SEQN: 6890551 T251 HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ3A Wgt 16.8 Ibs .. / ... 10/27/17 C 12 4.24 2X4(A1) B co 3 A D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 4'2"3 4'2" 3 Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.091 TPI Sid: 2007 Max BC CSI: 0.052 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.01.01A.0723.13 WAVE 047182 r �a STATE ofOR et a SERIAL f; 40 015A38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB irttand uatadbyrAur dMaritn", K trl. uc. o4;r1fl31 on the dsaa•shawn abexa tr3ng a SRA4 $'131t[it€xa.Y.ea9LAS.i' d. ,-,btad copiecaSlt da�aset,t ara mot rrxmidesad 3gaarsi one ualmd and the_—..3 aukhamt3caE trade met ba.varifccl maurda Mck CITloi. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 84 /45 /- /- /- 13.5 C 64 /48 /- /- /- 11.5 D 28 /- /7 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 C Min Big Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 B-C 21 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) foi safety practices prior to performing these Functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, e. Apply plates to each face. of truss and position as shown above and on the Jo!nf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover pa e rn. The sui bihty Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or, 120 moh Wind Sneed. 15' Mean Heloht, Partially Enclosed. Excosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade",,, -Braces No (1) ix4 'L' Brace st (1) 2x4 'L' Brace x (2) 2x4 'L' Brace No (1) 2x6 'L' Brace r (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 r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' - S P r #3 3' B' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14- 0' 0 HStandard stud3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' V 14' 0' 14' 0' QJ #1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 1 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' cu F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' e' 10' 4' 13, 1' 14' 0' U r #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' .+> S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' U u l� Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13, 9' 14' 0' 14' 0' 14' 0' O fl r Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10' 10, 12' 8' 13' 7' 14' 0' 14' 0' 0) #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' - #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' (D"D D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' B. 6' 0' T 6' 8' 0' 10, 2' 10, 10, Ill 10, 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' e' 3' a, 7' 9' 9' 10' 2' 10' 7' 1 12' V 14' 0' 14' 0' 14' 0' 144 07 d S P F #3 4' 7' 1 8' 2' 8' 5'1 9' 8' 10, 0' IV 6' _ 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U Li Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O (-1 F Standard 4' 7' T 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' e' B. 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 1 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' 1 11' 6' 1 12' 0' 13' 7' 14' 0' 1 14' 0' 14' 0' able Truss Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect - - - diagonal brace for 600# at each end. Max web / total length Is 14'. i Vertical length shown In table above. About y., ,LI �1L 2x6 DF-L #2 or r better diagonal brace, single B, or double cut (as shown) at L 1 upper end. Connect diagonal. at midpoint of vertical web. 44 Refer to chart above for .li;§t� � -WORTAKno ASH THVS DRAVMG Gtww REM AND m °ALL�Cmlr�rm DMM THISMH1N°1W BaTALLM& ��� Q• �CEA1 Trusses require extreme care in Fabricating, hcrtang,-shipping, hstalUng and bracing. Refer to and folio. the latest etlithn of BCSZ (BuBding Conpor.ent Safety InfornatWn, by TPI and SWA) far`.. Safety ' practicec late to perforntng these functions. Instnllars shoo proNde temporary bra rig par BCSL ^ Unless noted otherwise, top chord shalt have properly attached structural sheathing and tt rhord shalt have a property attached rigid selling. Locations sham For permanent lateral restraint of webs shag have bracing inctatt. per Best sections 113, B7 or 810, as applicable. Apply plates to each face .m a of truss nM ppoosition as shorn above and an the Joint Details, unless noted Otherwise. 1 p1p Refer to drowwgs 160A-Z for standard plate positions S �dr- Alpine, a WvWon of ITV BuRdiny Components Group Inn shall not be responslbie for any deviation from it AN IrWCIOMPAW this ding, anyfailure to build the truss In confornance with ANSI/TP1 1, or for handling, shipping. InstattaVon a bracing of trusses. A sent on this drawing or cover page Usthg this drawing, h6cates occeptance of professional enpheer4p responsO,Hlty solely for the desbn shown The sultnbslP.ty and use of this drowhg Earth City, ani Drive045 fen eny �t�For ore ts= this Il thfing now s page and the" IeSreh altev rry4//lA+ u y `y tt� ALPINE. www.ainineitw.cemi TPL wvw.tolnslaro. SBCM www.cbcindurtrv.oro, ICQ .-JccsaFe.org Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir #1 / #2 IStandard 1 L_#2 L Stud 03 Stud #3 Standard Douglas Flr-Larch Southern Pinewww #3 #3 Stud Stud Standard I Standard Group Ill Hen -Fir #1 & Btr #i Dou ins Flr-Larch Southern Plnewww #1 #1 #2 #2 1x4 Braces shall be SRB (Stress -Rated Boarod). wwFor Ix4 So. Pine use only Industrial 55 r Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. liable Truss lletcdt Notes, Wind Load deflection criterlon Is L/240. Provide uplift connections for 75 plf over continuous hearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' brace, space naps at 2' o.c, In 10' end zones and 4' oc. between zones. YAWFor (2) 'L' braces- space nails at 3' o.c. - - In 18' end zones and 6' o.c. between zones. bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2X3 Greater than 4' 01, but 3X4 less than 11' 6' Greater than 11' 6' 4X4 { Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions ngth. not addressed by this detail. 'r REF ASCE7-10-GAB16015 DATE 10/01/14 a ' DRWG A16015ENC101014 AX, TOT, LD. 60 PSF AX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. 1PA r i,, W1n 1 SnonA_ in, Monn Nainht. PnrtInllV Fnrincad. Fmosure D. K7t = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace IK (1) 2x6 'L' Brace w (2) 2x6 'L' Brace le Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' P f #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14, 0' US u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' ill 2' Il' 11' 13' 7' 14' 0' O fl P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. 10' 4' 13' 1' 14' 0' 41 3' 10' 6' 4• 6' 7' 7' 6' 7' 9' 8' it, 9' 3' Ill 9' 12, 2' 13, 11' 14' 0' J S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12' 0' 13, 9' 14' 0' oi D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' IS' g' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12, 2' 13, 0' �-% + S P F #1 / #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' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U 1 Stud 4' 0' 6' 7' 7' 0' 8' 4' a, 8' 9' it, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Q1 O �l F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12' B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' IS' to, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' I 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5• 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' it, 8' 2' 9' 4' 9' 8' t0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' cs S P F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u X < f O u F �l Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Standartl 4' 5' 6' 6 6' It 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' II' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' a, 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d c #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' L F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ­-1D Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, 8' 1 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades. Group A• S ruce-Pine-Fir Hen -Fir al / a2 Standard a2 Stud a3 Stud a3 Standard Dou las Fir-Lorch Southern Pinexaw R3 113 Stud Stud Standard Standard Group Bi Hen -Fir al Btr al Dou to Fir -Larch Southern Plneii al al a2 a2 Ix4 Braces shall be SRB (Stress-Roted Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Goble end supports toad from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malts. Aboutj� X Far (1) 'L' bracer space nails at 2' O.C. able Truss In 18' end zones and 4' o.c. between zones. 3K)KFor (2) 'L' braces, space malls at 3' o.c. Diagonal brace option, T In 18' end zones and 6' o.c. between zones. vertical length may be doubled when dlagonal Is, W 'L' bracing must be a minimum of 80% of web brace is used. Connect L I member length. diagonal brace for 69Da ,Lr -{I- Gable Vertical Plate Sizes at each end. Max web Brace total length Is 141. IV Vertical Lennth I No S lice I 2x6 DF-L 02 or Less than 4' 0' 2X4 ` better diagonal r Greater than 4' 0', but 4X4 Vertical length shown ! bracei single 8, )K less than In table above. ! 45• or double cut (as shown) at L 1 * Refer to common truss design for upper end, u u U M U U peak, splice, and heel plates. ntinuous Bearing Refer to the Building Designer for conditions Connect dlagona nt ttI11lllitt length not addressed by this detail. midpoint of vertical web. Refer to chart above for max gs�69e rt(bdy wwVARNDQT REAR AND FOLL13V ALL NO IN THIS DRAVJRFi ..WFO TANTww rLQNlSH TFOS DRAVIW TO ALL CUKTRACTIM M:L.UDDt6 TIC INSTALLERS. �.` j`l",� REF ASCE7-10-GAB16030 ' Trusses require trans care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtien of BCSI ceuito rg Cpnponent Safety Infornation, by TPI and SBCA) for fety �GENSR ;� ; DATE 10/01/14 practices prior to performing these Functions. Installers shall provide tenporary bracing per BCSL Unless noted otherwise, top chord shalt Fwve properly attached structural sheathing and bottom chord DRWG A16030ENC101014 shall have properly attached HOW ceiling. Lomttans shown far Pernanwnt lateral restraint of webs shall have br ng Instaeec ed per SCSI stlons 83, B7 or Bla, s applicable. Apply plotes to each face = IT Q of truss and position as shown above and on the Joint Detass, unless noted otherwise. Refer to drawings 16CA-Z for standard = Tl 1� plate positions. Atpine, dvW— ITV Suitdng Conponents Group Inc be for any deviation from P / A7E OF AN TTWCOMPAW of shop not responsible this drawing, any failure to build the truss h conformance dth ANSI/TPI 1, or far handing, shplxrW % �O /�J i��' MAX. TOT. LD, 60 PSF Installation L bracing of trusses. A ..at on this drawig or cover pose listing thls drawing, Indcates acceptance of professional des The tMs drawling�� �O / O e ` i VV 'V engineering responslbNty solely For the shown. suitability and use of far any is the rezpaMDolaty of. theu0.dBng Designer per ANSI/TPI L See2 � 13389 L�eiront Orva MO 63045 Fr nree Information see this job's� generaltheSBe web ccsofvarg // 1q �jp� q' f 1 ,�tg MAX. SPACING 24,0' Eadh Cit. ,LPD,O.renal ineltw.caw, TPI. w trnt, .ewtestcpage try. ¢fA"�'!V¢1� Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. Gable vertical length greater than 48' 'L' or 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes far vertical studs. Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example, 2X4 2X4 4 r2X \ U No 'L' or 'T- �.j 1 1 brace required 4 In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design, vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or T' brace required End Driven Nallsh 10d Common (0.148'x 3.',m1n) Nalls at 4' o.c. plus (4) nails In the top and bottom chords. Toenailed N61Ish 10d Common (0.148'x3',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, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENC101014, A2003DEND101014, A2003OPEDIOID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Dr M End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Exampleh 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 '!. ^ �v I�I�\\V'll ��O l� n� v AN ITWCOMPANY 133B9Lakehonl0rive EadC1W,Mo630as _ "WARNI)JO ,READ AM F3LGv ALL WTM GM THIS ➢RAVIDU &NIPMAK" nXWSM THE DRAVDtG m ALL CUMn TORS 9CLURIJG TIE INSTALLERS. Trusses requte ehttreroe care h fnbr•ko thg, handling, shipping, InstalG and bracing. Refer to and faRaw the Intest adtl n of ecsr ® Ring Conpan.M Safety lnfornatkn, by TK and SSW for safety pra cflces prior to perfornlnp these functions Installers shalt provide t bra par HCSL Unless noted otherwise. top chord shall have properly attached structural -thing bantam hard shall have a properly attached rlpp ceahg. Locations shown for pernanant lateral restraint of webs J or Del as op�knbte. Apply plaWs to wadi face shall have and hennaed per above of truss and d% kno as shorn above and on the Joint IUD, a, huhless le. A o#urwlse. position sand on the Refer to drowhps 16OA-Z for standard plate podtbns Alpine, a division of ITV SuA�,p Components GrateInc shall not be responsible for an deviation fron thin drawing, am failure to build the truss In conformance wRfi ANSI/TPI L o• for hw�w• aHpRha installation t bracft of trusses. A scot an this drawhp or rover page gsthg this drawing, Indicates acceptance of professbal engh 7 st re"t-153lfPoy sandy for the deslarh shown. The sutaallty and use o► this draWq for any stnc�tve Is rwepansduty of buldhp DeNgner Per ARSLTPI L Sec26 For more hfarnntbn se. this ,lab's general not papa and these ..b sieve, ALPiNFi ew ApheltwAmns TPI, www.tphstorgl SR M inn. ewlustrYargl ED wewaccsafe.org ,"t101"="u •° ?` J =:. ��`,yph ;,gi g€aaG" +.^ cla aasta2 �R y tz - 'm" ' .•Oyyl 4MAle byre •, +iyF`-.; tip® yy'�r ''1t7h3A4 wohvaswssahmes»aro�,saro .�---:-- — • MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 — — DUR. FAC, ANY MAX. SPACING 24,0° Hip Frame Details Hip Frame / 2: 'R' Ithed Use this detail fors Hip Frame - provided by truss manufacturer, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where Indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi�tat ���jl'Fjywrlins. s a IILII— IIUL�_J�I AN WCOMPANY IT 13389 Lakefront Drive Earth City, M063gd5 NTv ras�iieA�NDM Two °&L�m+IRNUTO RACMRS VCLUDNNGTH DISTALUML Trusses requvre extreme care N Pabrkattng, handling, sWpptrq. Mstalft and brocing. Refer to and "require fellaw the latest edition of HCSI CHu0.ding C Rent safety Inforwtton. by TPI and SHCA) far safety praetkes prior to perfuming these iunctlana. Installers shall provide <eriporary �bratlrg per HCSI. Unless noted otherdse, top chord shalt have property attached structural sheothanp and button chord shall have o property attached rlgtd cNleng Locations sheen for pernment lateral restraint of webs. Installed per HCSI sections H3. 07 or H19, ks opd- no Apply plates to each face chat( have and of truss d ppoosition a5 shown above and t. the Joint Heta0.5, unless noted atherrise. Position Refer to droeings 169A-2 for standard plate positions. Alpine, a dlvWon of ITV HuUdInR Conponents Group Inc shall rat be responsible for any deviation fr on this draeing, any falture to buftd the truss In confornance with ANSI/TPI 1, or for hen g, shipping, installation t bracing of trusses. A seat on this drowing or cover papa UstI g this drawing, Yalcates acceptance of professtonal��1•vy1,'k` e'WB nFar n information naUonsee gt1s'this dm-ft for any atruatVrp is the respansWkY oP IiWldhg HeWgner per ANSIRPi 1 Sec2. s general non. tespageorM these web rein sites,!! ALPWD wva 1p6inforcati TPI� entpinst a g nera notescpage andtin Ie ebeecrg �� Q� �GEf�fs r�;1� 1' v — No _ * —_ S• ATE OF = � l S Q^ i �� Al fl L, e'e�,Y9"1 "� 1Z� aYf l�tt ! fill/IIIN0.1 It = REF HIP FRAME DATE 10/01/14 DRWG HIPFR1801014 Valley Detail - ASCE 7-10: 160 mph, 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. XX Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe-nalled 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 f-- 8-0-0 max --i 04 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Unless specified otherwise on engineer's seated 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, xxx 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'. Pitched Cut Bottom Chord Valley 4X4 Valle Spacing 2X4 �-TF, Square Cut Stubbed Valley Optional. Hip Bottom Chord �oe-nalted End Detail Joint Detail Valley , , , , X4 Spa a p a e e O p a a i ommon i usses partial Framing 20-0-0 (++) - at 24' o,c, Plan Supporting trusses at 24' o.c, maximum spacing, i150111lillif1,„" MWAf RM- KM AM FOU" ALL N= M THa MAIN° � .4F��,''% TC LL 30 30 40PSF REF VALLEY DETAIL rSDP61TANTrr R MISH THIS BRAVMG M ALL CaRMACTDRMD S UCLUDTIE MMA=RS \ ,, Trusses require estrmw care h C.brktlg. h.h% Safety sMPvk.g, Insto., and brad SB Rtfor to and �� '� ff follow the lairst pert of BCSI se Pu Component Safety Infot�,tYempa?a, !b u" P:r eaiY ���^ �\fi'L.'J<5 °Cq . C DL 20 15 7PSF DATE 10/01/2014 practices prior he [... top these Flt have Iperty rs halt y uses noted oMenise, tap fiord shall have properly attached etructed hmtvnp en batten chore 1^ BC .DL 10 10 10 PSF DRWG VAL160101014 ShaU have a properly oti-h.d Hold ce711n& Locations shoes far permnent leterol restroht of webs shall have Mwchli InstaRea per SCSI sections 83, B7 er BI6, as applicable. Apply plates to each face J f` ' e LL 0 0 0 PSF of truss o,d posit - as shown above and an the Joint Details, wless rated otherwise.sRp Q � Refer to draw,ngw 16OA-2 for at—d.-d plate pasHbnr. i Alpine, o division of ITV RIAdd�a Components Grww..pp 1— shalt not be respansu. far any devmaa„ Fron 5i TI3T, LD, 60 55 57PSF AN ITW WMPMIY this drarkq, any Mure to b.11 the truss In cor.Fornnnc• with ANSLTPI 1, or for 1-11 M, shippk+a ,'l `. TtdTF OF InataUatk,n t bndng of trusses. �1 A seal on this dradrq or cover page Ustin2 this drawkg, kxkntes acceptance of professknal f� resPon l* y st4 far the deslgn shown me s,at ttl' and usr m' this aradn04r,!h j,� UR.FgC.1.2r3/1.33 1.15 1,15 13389 Lakef—I Dove a^y s it tb rospwM6Rtty of the BJkbp Deslgrwr per ANSLMI i Sec2 ' C' ✓�l+ Earth City, M063046 for none k.forratlal see this job's general notes page and these web sites ���� SPACING 24,0' ALPINE. wrralpk.elb,con, TPL www.tpinstorgl SBCN rss.sbdndustrY•orgl IC6 rrw.lccsafe.ar® /, U: 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 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xm Refer to Enoineer's sensed t-- cl—lan drnwlnn far olonvbnck and base truss soecificatlons. Detail A I Purlin 12 Up to 12 4' 2' 2' Spacing = 24' o,c, or less Spacing = C.C. max 4' L--Top Chard 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 Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 q3 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 purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3,51). Up to 12 V I I I I \\ 4' \\ I I \\ / I I I I Purlin .c. max (/ 24' o.c, max LTop Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c, Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c, max. and use Detail A, t)apd+iti111ii —VARID a- READ AND FOLLOW ALL NOTES ON THIS ORAVINM `��v `v ,Q"Wfe -WORTANTww FMdSH THIS DRAWING M ALL CINTRACTORS INMUDIM THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and brach9. Refer to and ` t�++I� follow the latest edition of SCSI (Busding Component Safety informatlon, by TPI and SUCH) for sofety g� �GElytSA —,11 s prior to performMg these fun *I—, Installers shag prwaio tanparnryy bra Gg per BCSI. ` t Unl snoted otherwise, top h-d hall hove properly attached st- twos sheafW,g and bottom d,ord shall have a properly attached rigid celUng. Locations shown far permanent lateral restrdnt of wets shall have brodng Instasetl per above sections the J or D10, as applkablo. Apply pintos to each Face - t of truss and pposition as shown above and on B3, Joint 1110, s, unless te. A otherwise. Refer to drowinC. 16OA-Z far standard plate positlons. Alpine, a division of ITV Hu4mng Comp—t. Group Inc, shall not be respons,ble for an deWW%Ion from + "ly Ai /\N RW COMPANY tNs drawing, "Y fa4ure to buBd the truss In conformance with ANSLTPI 1, or for handling, sNpping. Y j3� AN Q Installatbn L bradng of trusses. A seal on this drewMg r cover page UsNng this drawing, i-Ncates acceptance of professional 6 •'t •m y y enpineni-g respons>bpity surely for the design shown The su1WWUty and ure of this drowi+g �s9 For nny strucdre Is the responsibility of the IhAdNg Oes7gner per ANSI/TPI 1 Sec2 A,r 13389 Lakefront Drive For more information see this s general notes end these web sites, Afit©A,�' pe1�\ Earth City, MO 63045 ALPM- wwwaiob,Htecom, TPD w—tphstr. SBCA, www.sbchdistrvarai ICG wwwlcccoFe,org ffD,•- Ili FIA —WIN, Piggyback cap truss slant nalled to all top chord purlin bracng with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the Pollowingr (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note- Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox pates 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'xS'X7/16' (min) APA rated sheathing ussets (each face). Attach @ 8' o.c. with (8) 6gd common (0.113'x2') nails per gusset, (4) In cop 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 I42, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nails (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o.c, Attach 'Eeeth to piggyback at time of Fabrication. Attach to supporting truss with (4) 0,120'x1,375' malls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement Method Is desired. Notes+ This detalL is only applicable for changing the specified CLR shown on single ply sealed designs to T-relnfor cement 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 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcements or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. T-Reinf, L-Reinf, Scab Reinforcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. —WARNnN3u Rug Arm F0.111v Au_ HNES ON T= DMWD70 r.WMTANTo rU M T= DRAWM TD ALL CDNTRACMM DCLUDING M 1NST&MM � j°vEL Tyy , tl Pik TC LL PSF REF CLR Subst. DATE 10/U1/14 Trusses requlro oxtrene care h fabrkating, hawing. shipping, InstaWng and bracing. Refer to and ```v� �-S A/ 4� TC DL PSF falaw the latest edi[an of SCSI IBuadng Component Safety Dlfornntbn, by 11 and SDCAI for safety yactives prior to performing these functions. installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and b.ttm chord Qa r+ ` �,V NS �� i� � C DL PSF DRWG BRCLBSUB1014 v ILI:�IU�� ILr�— shall have a properly nttachetl No'tl cenbg. Locations shown for pernanent lateral restraint of webs chat have bwcing Installed per BtSI sections g3, B7 or 210, as Vicabte. Apply plates to each face f truss and position as sh-h above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A = 7S C LL PSF Alpine, a dVlsion of ITV BWldng Conpments Group Inc shall not be responsNte for nny deviation fron } OT, LD, PSF AN ITWCOMPANY this drawIng any faAurc to btAd the truss in confornonce with ANSVTPI 1, or for ha g, whipping, � .Q %<rk or y Installation brmcbg of trusses. A seal m this drawing or cover page listing this drarhg, brdvates accept— of' professlanol e resporvmNty solety for the design shown. The sWtnbNty and use of this hawing .n �. Jam�'-ft 'A� y�, ��. tipj'j Y' �, DUR. FAC, i33391.akefrant Drive Far any Is the respon2lboty of the bAdrg Deslpner per ANSI/TPI I i SPACING Earth City. MO 63045 AIrIr,�:w:.ASoIt.t�,"°rpi e:w.`<'oa�ti�:�SRCk'::.t.� d��i orae co web sites, s°*shear.. eT.�C'�...a+8�� -- Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(U + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered. NaiL into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted Lumber grade for use with this detail is Limited to Visual grade #1 and MSR grade 1650f. This repair detalt may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie-in Loads. s -.11111 L L Typical ~ + 0 + 0 \"+ 0 + 0 0 + 0 + 0 + 0 + 2' Stagger + = Back Face i0d Box (0.128' x 3', min) Nailst 0 = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 r 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3540# 4070# 4445# Web or Chord 2x6 �3460# 5165# 5280# 6095# 6660# s L Minimum D L Distance Minimum L Distance B L 1/1 L Nail Spacing Detail rj I ii �'°°° ,ii t "'a, L —I d rI r=�o „^ II�I{'r_J"I IL,..=' L AN ITW COMPANY Earth City,MOt Drwa wARNIM10iii READ AND FBLLDV ALL NOTES DM THIS BRAVDxa - eeD"TANTo fl1RMISH Tin DRAVIMG TD ALL CONTRACTORS DCUMING THE DUTALLERs. 'trusses require ..trams care in fabricating, handling, shipping, Installing and bracing. Refer to and fdloe the latest edtlon of BCSI (Buedng Component Safety Inforrgtlon, by TPI and SBCA7 for safety practices prior to performing these functions. installers siwl( provitl¢ temporary broeln per BCSL Unless - . otherty a top thaw shill have oProper tions attached permanent shaathing and bottom ajar shop Mve a properly attached rlpltl ce°Inp, Locations shorn for permanent lateral restraint of nabs J or De s opalss no Apply plates to each fore mall have tracing ion 4Ued par BCSI sections the of truss and position ns shorn above and on the Joint DeW0.5, unless emoted othersise. Refer to drarinps 16DA-Z for standard plate po.Itlon.. Alpine, a dvtslon of ITV Building Components Group Inc. shall not be responsible for on deviation from this drawing any failure to bid the truss In conFormance with ANSI/TPI 1, or For handling, shipping, vlstallation L beating of trusses. A cod on this d-arvg — cover page Usties g this dro tno, Mdrntacceptance of profeslosnol engineering Peg ..ONlity solety for the design shown The s AtwAlty and use of this droebng For any structure Is the responsibility of the Building Designer per ANSIAPI I Seel For more Infwration sea. this job's general notes page nail these web sltesi ALPINE nr..aipin¢ltr.coml TP1. rrw.tpinstargl SBCA, eww,cbdndustrY., IC6 mnwlcccofe.org .�` --- °+, 'I ��� N�, * e ANTE OF y "� . w" { ,° °¢ pA�' An {{ f yflyff��lyry4. L0.4 tt , !I°1 ttttt REF MEMBER REPAIR DATE 10�01�14 DRWG REPCHRD1014 r SPACING 24,0 MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TO TRIM EXISTING FILLER I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' ❑,C, MAX„ OR SEE NEXT ❑PTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER -OF REQUIRED -BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE -TO -DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR C❑NNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS nlnTp,n ON THIS SHEET i USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF 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 P❑INTS (IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION,_____ ( SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - 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 BLO - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS <0,113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF _ DESIRED. - VERTICALS MAY BE JOINED BY (2> 3x6 TRUL❑X PLATES WITH <4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), VDQ r D"RTMIT wV ' "MAWDE M °ALLFLL C34TRIRA TMS ON �1! I MTALMM Trusses require extreme care In fabrkatleg, handUng, shlpping, Instnlling and bwdng. Refer to and fallow the latest ed1t10n of HCSt (Builmrg Component Safety Tnfonntlon, by Tpt and SBCN for safety prnctices prior to perfornMp these functions. [nstn11ers shall provide temporary bra par BCSL ass noted otherelse, top chortl stall have properly attached structural Shen ng and button cha shall have a properly attached Hold -Xing. Localiora sham for permanent lateral restraint of web! ®^� shall have brndrq Installed per HCSI sections H3, H7 or H30, as npMkabte. Apply plates W each face of truss and ppodtion as shorn *bow and on the Joint Details, unless noted othareice. Refer to drarNgs 160A-2 for st*ndord plate positlons. AN RWCOMPANY Mpim a dvhilon of ITV Binding Components Croup Inc. shag not be rasp—W. for ony d-4tion Fr We drawing any Falure to bulk!the truss In confor—ce with ANSI/TPI t, or for handOrg, shlppNg, Installatlon L braeft of trusses A seal on tNs drawing or cover page Ustlnp this dra*,C, kulcates acceptance of professkral ergk!eer4g responskdtty solely Pow the design shorn The s rtabnity *rd use of tNs dr lrQ 13389 Lakefront Drive Par arty structure Is the responsblttY of tho 11 Ng lleslgner per ANSt/iPl 1 Ser2 Earth City, M063046 „orucor norN Nfornatla�see this Job's pe�rnl rrotes pope aM these web sites. ```��v-`iG1r rrert�r�i •rye°s N S AIE OF REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 a SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nalls at 8' o,c, plus clusters of four nails where shown In figure below 00, N❑TE1 #2 is the minimum lumber grade allowed for all species NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, —WARNRdgwe READ AND FMLnW ALL NDTES UN THIS DRAWM :' J° -y N.L C TM "'i. TOTAL TOP CHORD REF 2X4 SCAB O.H. r WWTANTo FURNISH DRAWING TU DIRR MMS INCLUDING THE [NSTALI.ERS. � Trusses require ..trans core In Pabrlcoting, handling, shipping, InstolUnB and br""a' Refer to and � g� �GEN � '� LOAD NOT TO DATE 10/01/14 follow the latest adman of BCS[ ®uAtl"a Cnnponent Safety Infornntlon, by TPI and SDCA) far safety �� EXCEED 40 PSF pnctices prior to perForming theca functions. Installers sMtl provide temporaryy bragng par BCSL llN ss noted ather.isr, top hard shall hove property attached structural sheathing wd bottom chord _ No �,r (DEAD PLUS LIVE) DRWG OHSCBEX41014 shall hnve a properly ottnehed NgN tatting. Lowtlons thorn for pernonent lateral restraint of webs shall hove bracing installed per I a loon the J or Dt as unless te,no Apply plates —Ise, to each face C A o£ truss and CCosltbn as shorn above and on the Joint Detnls, unless noted otherwise. l� Refer to d- gs 16OA-Z for standard plate positions. n Alpine, a dvlsion of TTv suUng Components GroupInc snail not be responsible for any deviation fro, S AT OF Q,` AN RWCo PAN Y tNs droving, any Fatture to bJ[d the truss In confornonce rich ANSVTPI I, ar for handUrg, sFdppino, '� �Q t� Ins 6 broeing of trusses. �1 "i 0AVO `. `�(yr awe A seat on INS drawing or cover page Usting WWs drawing, motes acceptance of proPesslonal tct Cl �y engeneerYg re:pomrg,ticyy sorely far tan deign who— Toe svtmbNty and use of this dro-ing %� , q,.® DUR. FAC, 1,15/1,25 Car any structure U the responsb t.1 of the BWUM2 Desgner per ANSI/IPI I sect. .°iy .� E.rth ity.M nl Drive For more Inf---tion see this job's general notes page and these web sites- rE(�% Eanh City.M0 G304G ALPINE, wwr.alpineitr.con[ TPA www.tpinsstorgSBCAi wwr.sbchd,stry4rgi ICO —.1—safe.org F fAff/,ttt`'�, SPACING 24°