Loading...
HomeMy WebLinkAboutTRUSSSCANNED BY RANEY COMPONENTS anw 19900 Independence Blvd. Groveland, FI 34736 ompdnentSr uc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00076 Printed: Wed, May 30 2018 -Job Information. Address: FOR Name and License Number: Customer Name: Creekside Lot 76 DR Horton 8441 Cobblestone Dr Description: City, State, zip: 4EHB Hayden-2601 "H" OL Fort Pierce, FL loading Information. Root Loads: Roar Loads: TC Llva: TC Dead: I BC Live: j BC Dead; TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wlnd Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A8 9 A9 10 B1 11 B2 12 B3 13 C1 14 Bill 15 BJ3 16 BJ3L 17 BJ5 18 BJ5A 19 BJ5L 20 ER 21 ERL 22 CH 23 MV1 24 MV2 25 MV3 26 4C1 27 4C2 28 4BJ1 29 4BJ3 30 413,15 31 4EJ 32 4EJ3 33 4EJ6 34 4CJ3 35 4CR 36 FTi 37 FT2 38 IFT3 39 17174 40 FT5 41 FT6 42 FT7 43 FTB �# Digitally signed by Manuel Martinez /1I DNP.c=en live, oTmst ACES Business C � Representative, ou=M AND ' ASSOCIATES P.A., cn=Manuel Martinez, 9.2342.19200300.100.1.1=A01098000 q � ' z 6�L .'BqC 8FE960001:59- ' ,'' O. Da2e:207&,05.3013:01:59 -04'00' Adobe Acrobat DC version: ' 201SA06.30418 Ft 40 01 5A 38 FF 56 8180 613 7F48 00 99, 2E-85 FB uitem sx^csatckeszecass ^p: cs3' tsa{ass&rywlAmMarklnw: P£y; E. lE4..0$$RfSe�.r�i: t�'i�� °di.*%M3Ndt1aY3�'1ffi-A�'dS3Q 35rr's++Z ar�sealt3talFS:d3W.�`e.. t'9�LY?v Z*as Ai must m idectva� eL FILECOPY Page 1 of 1 I:011111*4 Y• Job Number. 36CS00076 Ply: 1 SEQN: 6841811 T2 / HIPS 4EHB Hayden-2601 "H" OIL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al Wgt: 226.8 Ibs 05/30/2018 T7"11 16'102 18'324 I '12I 4 S3 %q"5 398" 7'7'11 839 31535 314B 42 67r 7'7"11 P =4X6 =5X6 r n_ 1112X4 =4X6 =3X4 =3X4 m3X8 =3X4 =4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' T5"15 4'6"1 2'6"10 3'8"10 2'11"12 3'10"6 2'6"10 4'6"1 7'5"15 1' T5"15 12' 14'6"1 18'3"4 21'3" 25'1"6 2T8" 32'2"1 39'8" i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA 'be: NA VERT(LL): 0.207 Q 999 240 B 1550 1786 / 866 ! - / 304 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.563 Q 999 180 K 1550 /786 / 866 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.148 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 22.09 ft Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.BCDL: 5.0 psf psf Bldg Code: FBC 2017 RES Max TC CSI: 0.556 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.602 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.817 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 17.02.02.1208.15 A - B 23 0 G - H 1505 -2092 1 Lumber B - C 1949 -3186 H -1 1646 -2495 C - D 1623 -2508 I - J 1623 -2507 Top chord 2x4 SP #1 D - E 1647 -2496 J - K 1950 -3186 Bot chord 2x4 SP #1 Webs 2x4SP#3 E-F 1513-2102 K-L 23 0 F - G 1432 -1893 i Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1 B - T 2876 -1654 P - O 2226 -1249 e it T- S 2872 -1654 O- N 2872 -1681 ..10 S - R 2872 -1654 N - M R - Q 2226 -1222 M - K 2872 -1681 2876 -1681 Q - P 1889 - 976 - V Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 294 -15 P - G C-R 486 P-H 642 -448 513 -693 -682 R - E 450 - 210 H - O 448 - 207 E - Q 516 - 688 O - J 487 - 694 j4l * 7s h F - Q 645 -449 J - M F - P 193 -186 294 -17 40 01 5A39 FF 56 8180 BB 7F 48 00 99 2E 85 FB Tf* itarasiwa.b z%Ala ed'.=6a,-af.dby Waal Virtu =, PEA. tk..�tT:ii�(an-tzie a?a9�siasraa afxa� ss�tiga55rAn3 �'piarstcZa�axa3s. Pta3 seta de�s:xr~axaxa� arut�t�it si�r� srs� *:�alnd .. aru 3iwa2sar�eani�aScswscmdssrrsss[?�ama3fin3 cac aayc3eztianis. . saua: 1 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! j **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 Componengt Safety Information, bly TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rr7es bracing per BCSL Unless noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed per BCSI sections B3, B7 or t 10, neat #zr as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z far standard plate positions. Alpine, a division of ITW 8uildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII! PI 1, or for handlia, shipping, installation and bracing of hvsses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this ions qeneral notes paqe and these web sites: ALPINE: www.alpineihv.com; TPI: www.tpinst.org; SBCA: www.sbcindustrV.com; IM www.loesafe.org i Job Number: 36CS00076 Ply: 1 SEQN: 684175 / T8 ! HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 2 FROM: GLM DRW: Truss Label: A2 Wgt: 226.8 Ibs / ... 05/3012018 T7"12 "3 14'10"2 17' 22'8" 24'9"1,� 31'5"132'�4 r 77"12 6'775 4I 5'8" f 2'1"14' 6'7"15 7 I't 71 05X8 =5X6 F G 1112X4 =H0308 =3X4 =3X4 =3X8 =3X4 =H0308 1112X4 SEAT PLATE REQ. SEATPLATE REQ. 39'8" 4'6" 2'6"10 2'5"6 5'6"4 2'7"2 2'6"10 4'6" 7'6" 1� T6" 12' 146"1 17' 22'6"4 25'1"6 2T8" 32'2" 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 L/defi L/# Lac R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.221 Q 999 240 g 1598 1787 / 872 / - / 286 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.582 Q 999 180 K 1592 1787 / 872 / - /- , 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.084 M - - Wind reactions based on MWFRS Des Ld: 37.00 (T ) EXP: C HORZ L : 0.153 M - - B Min Big Width Req = 1.9 Mean Height: 21.83 ft Code / Misc Criteria Creep Factor2.0 . K Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface' Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.607 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.817 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02 _��O2 1208 1A - B 23 0 G - H 1617 -2320 Lumber B - C 1978 -3307 H - 1 1679 -2600 C - D 1656 -2628 I - J 1656 -2613 Top chord 2x4 SP #1 D - E 1679 -2615 J - K 1978 -3292 Bot chord 2x4 SP #1 E - F 1627 -2350 K - L 23 0 Webs 2x4 SP #3 F - G 1519 -2121 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails# , T - S 2983 -1668 O - N 2970 -1 715 @6"oc. S-R 2983-1668 N-M 2970 -1715 Loading l* R - Q 2338 -1251 M - K 2974 -1715 u Q - P 2134 -1085 Truss passed check for 20 psf additional bottom 4 � . chord live load in areas with 42'-high x 24"-wide clearance. Maximum Web Forces Per Ply (Ibs) Z Webs Tens.Comp. Webs Tens. Comp_ Wind Wk ow Member design based on both MWFRS and C&C. T - C 296 -16 P - G 696 -430 g *.- STATE OF C-R 486 -695 P-H 491 -609 .. R - E 413 -207 H - O 412 -206 0.0 E - Q 494 - 605 O - J 487 - 695 F-Q 728 -469 J-M 296 -17 & T F - P 193 -189 4001SA38 ff5581B08137F4900992E85FB *dtwaladbt Mfw;^lMzrtnss, ?E(rL. Lfc.rAr_V{esY�.e a,Re mfw�wn alxn [t gaSHt 3 enGcatB*.srtrrJa. .�i�aadcrtxssnS'thastia�aa�nt �msrot cram7cmad �ara�asai :caiarF ara6 tf:a;,_avtivenY�aYar. wde easzt 9zm xrarir5id cn sayc�eatrmrtc Sias. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anel bracing per BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or g10, am agnQAtS nz as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawtngs 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIfTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. . listing this drawing indicates acceptance of prot°essiona engineeringg responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the 8uiiding Designer per ANSUTPI 1 Sec.2. For more information see this iob's-general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www.tjiinst.o ; SBCA: wwwsbdndu .coin' ICC: www.icaafe.or Job Number: 36CS00076 Ply: 1 SEQN: 684177 / T7 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: A3 Wgt 207.2 Ibs / ... 05/30/2018 T7"11 a"3 15' 19'10" 24'8° 31'5"13 �2'p"5 39'8" i T7"11 �" 6'9"13 + 4'10" + 4'10" + 6'9"13 7711 I ro =4X6 --5X8 1112X4 �zi5X8 E F G 1112X4 =— X6=3X4 =3X8 =3X4-4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 7'S"15 6'6"1 1' 4'10" 1' 6'6"1 75"15 1' 7'5"15 14' 15 19'10" 24'8" 25' " 32'2"1 398" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 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): 0.211 F 999 240 B 1550 / 788 / 878 / - / 256 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.575 F 999 180 J 1550 / 788 / 878 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.150 L - - B Min Br Width Re 1.8 Des Ld: 37.00 (T )= 9 q - Mean Height: 21.41 It Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 NCBCLL: 2. 00 TCDL:4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 9 g BCDL: 5.0 psf Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.620 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.404 Loc. from endwall: not in 9.00It 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: 17.02.02.1208.15 A - B 23 0 F - G 1690 -2320 Lumber B - C 2018 -3189 G - H 1679 -2465 C - D 1655 -2477 H - 1 1655 -2477 Top chord 2x4 SP #1 D - E 1679 -2465 I - J 2017 -3189 Bot chord 2x4 SP #1 Webs 2x4 SP 93 E - F 1690 -2320 J - K 23 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) i (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "I" reinforcement. 80% length of B - R 2880 -1728 O - N 2210 -1275 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails , R - Q 2876 -1728 N - M 2876 -1754 6" oc. „�- Q P 2876 -1728 M - L 2876 -1754 " ►e P - O 2210 -1248 L - J 2880 -1754 1 Wind' Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) 04.7182 Webs Tens.Comp. Webs Tens. Comp. R-C 301 -14 O-G 245 -166 C - P 523 -724 G - N 476 -218 E - P 476 - 218 N -1 522 - 724 STATE OF E - O 245 -166 I - L 301 -16 �� F-O 191 -213 40 VD 50 .' SERIAL fk 400ISA38Fr- 5B8i80BB7F4800992E85F0 Thultamhube m mWV0%kAy0Pdd'.M16 aaaled by Maf :l MArEua, j iH.. IlL.C$�L'r2lt5ff CiIID `Y33II 81tbaltk ah imm if°.ri3s a Sii�.l isentkail�asd.. Nktcdtvinaythhdfr-czYcffa motiaad VVXd and wabd aed iteev�n ar�tcsni�a�w"eada mv^st Ctarerifle6ea aaydectraf ccClnx. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handling 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 �frrey bracing per BCSL Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ric]id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, i�trr &rnants ur as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to T. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. e..r......o in/nr.nnfinn — Ihie inh'e —.—I nnfx — vnd fhxn —h eife°- Al PIIJF- —alninnihu min- TPI• v✓°nu fnincf nm' RR(.A' wuM/ chdnd-4-tuff-' irr- unuw.itr_¢afe m Job Number: 36CS00076 Ply: 1 SEQN: 684167 ! T6 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: A4 Wgt: 204.4 Ibs ! ... 05/3012018 i T7°12 13' 1910"26'8" 32'0"4 i 3TS" 1 f T7"12 # 5'4"4 + 6'10" 6'10 5'4"4 1 7712 :5X8 1112X4 =5X8 D E F T ,2 5 � 1_3X4C G 3X4 rn 1 =4XT2) B H=4X6(A2) � A P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. 39'8" SEAT PLATE REQ. 5'6" 1' 5'10" 5'10" 1' 5'6" T6" 1 T6° 13' 14 19'10" 25'8" 26' n 32'2" 39'8" T 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 L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.230 E 999 240 B 1550 / 789 1879 / - / 226 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.625 E 999 180 H 1551) 1789 / 879 1- / - / 8.0 BCDL: %00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 J - - Wind reactions based on MWFRSI Des Ld: 37.00 EXP: C HORZ TL 0.148 J - - ( )� B Min Br Width Re 1.8 g q - I NCBCLL: 10.00 Mean Height: 20.99 ft Code / Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.603 Bearings B & H are a rigid surface. Load Duration: 125 BCDL: 5.0 psf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep, Factors Used: Yes Max Web CSI: 0.437 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: 17.02.02.1208.15 A - B 23 0 E - F 1927 -2716 Lumber B - C 2032 -3163 F - G 1800 -26W C - D 1800 -2636 G - H 2O31 -3163 Top chord 2x4 SP #1 D - E 1927 -2716 H -1 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp_ Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2852 -1737 M - L 2377 -1406 P - O 2.848 -1737 L - K 23R -14W ,� MA O - N 2377 -1380 K - J 2848 -1763 N-M 2377-1380 J-H 2852 -1764 Maximum Web Forces Per Ply (Ibs) ., Webs Tens.Comp. Webs Tens. Comp. :. P -C 250 -17 M-F 434 -313 C - O 415 - 548 F - K 443 - 221 D - O 443 -221 K - G 415 -548 STATE 01�D-M 434 -313 G-J 2W -18 :. E - M 351 -401 0015A 38 FF5B81 08B3F4900992E95FB blaia irar�` �k�eragze�'. 1n� 5# lAaaa�xA K4arti��:,, ��.. trc.e�a�x�)� cis ra�aa w�$a sxxs i�s'sGsax%saSa frVSated ssas �fsx�,�eat s��c�r35 sfi�s?sns7 x�ai�a arz� 4h�:�:z¢.s�raa4c€s;�Sem�B�s a�raf�sl:�rgs�ucctrara� , ..Vim **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rney bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint.of webs shall have bracing ins sled per BCSI sections B3, B7 or 10, am mnxrrts ;ar as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. t Job Number: 36CS00076 Ply: 1 SEQN: 684161 / T5 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss label: A5 Wgt: 204.4 Ibs / ... 05/30/2018 I T7"13 32'111'" +28+320 39'8" 5142 2188 343 T7°13T7"13 761I33 i 1 s5X8 .3X4 =3X6 1112X4 =5XB 12 D E F G H T 5F,;- —03X4C t'3zz3X4 v =4X6(A2)8 J=4 1 �ii AEM S R Q P O N RA 1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" hV T6"1 3'5 5 3' 2'9"B 511"4 2'11"4 3' 35"15 T6"1 1� 7'6"1 11' 14' 16'9"8 22'8"12 25'8" 28'8" 32'1"15 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: 11 EXP: C Des Ld: 37.00 Mean Height: 20.58 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.260 G 999 240 B 1550 / 790 / 875 / - 1197 / 8.0 Lu: NA Cs: NA VERT(TL): 0.707 G 977 180 J 1550 1790 / 875 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.082 L - - Wind reactions based on MWFRS HORZ(fL): 0.153 L B Min Brg Width Req = 1-8 Code/ Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8 Bldg Cade: FBC 2017 RES Max TC CSI: 0.606 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0-511 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2160 -3113 B - C 2052 - 3156 G - H 2160 - 3113 C - D 1922 -2790 H - 1 1921 -2790 D - E 2150 - 3098 I - J 2052 - 3156 E-F 2160 -3113 J-K 23 0 A001SASS FF5B8180BB7F490ft992E 5FS U"iMm re;mbR mek & y0pad. atad6y - - rASrt! �..t�.s�2sa3:(a�sA��axesRae�naa�g�sa x�sentks9a. P��dzs�s�sesrdvs tissc�;sa�ax aammoa. dzr�arms�s�n�a mad %iaa 2 rsn@caIIYsass8rsms¢srka.�d.asc aas�a9ettmcdc Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - S 2844 -1764 O - N 2534 -1530 S - R 2840 -1754 N - M 2534 -1530 R - Q 2534 -1505 M - L 2841 -1780 Q - P 2534 -1505 L - J 2844 -1781 P-O 3118 -1880 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 219 -20 G-O 296 -326 C - R 342 -420 O - H 734 -499 D - R 378 -242 H - M 382 -244 D - P 721 -488 M - 1 343 -421 P - E 300 -330 I - L 217 -21 E - O 102 - 98 `"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 anr7'SBCA) toy 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 ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AciX plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�I PI 1, or for handlingf shipping; installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ce of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I eat rtrrpiancritsa� I T Job Number: 36CS00076 Ply: 1 SEQN: 684157 / T3 / HIPS 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A6 Wgt 190.4 Ibs / ... 05/30/2018 4'9"14 9' 16'5" 21' t 23'4"1a 30'8" _i _ 34'10"2 39'8" _l r 4'9"14 4'2'2 7'5" 4'7" 1 24"12T 7'3"4 42 2 49 14 I v =4X6 =5X8 =3X4 =4X6 I92X4 =5X8 12 D E F G H pnaa qk 41m, =3X4 = X6 =4X4 a4X10 n X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" i 52'1"8 TY4 274 5' 9' 14' 16'1° 23'4"12 25'8" 30'8" 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) i 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 1550 1801 / 867 / - / 167 18.0 TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.339 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.922 G 749 180 J 1550 1801 / 867 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 L - - Wind reactions based on MWFRS, Des Ld: 37:00 EXP: C HORZ L 0.167 L - (T )� B Min Brg Width Req = 1.8 Code / Misc Criteria Noffit: 1 00 Mean Height: 20.16 ft CreepFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 Bearings B & J are a rigid surface. . BCDL: 5.0 psf Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.706 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.950 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 B - C 2153 -3226 G - H 2555 -3778 C - D 2001 - 2997 H - 1 2000 - 2996 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 Bot chord 2x4 SP #1 E - F 2555 -3778 J - K 23 0 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 40 015A38 FF 5B Sl i80 BB 7F4& CD 99 2E85 FB It tezmzn clectsca'4gtes:.zz9 s:�almdtry tAartfice. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - Q 2927 -1873 N - M 2736 -1673 Q - P 2737 -1648 M - L 2736 -1673 P - O 2737 -1648 L - J 2928 -1899 O - N 3784 - 2321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 249 - 211 G - N 349 - 397 D - Q 360 -108 N - H 1174 -778 D - O 1151 - 760 H - L 363 -109 O-E 351 -401 L-I 251 -213 E-N 89 -84 FE#L.lit,a4o.aitonthe ca",stown,ab� wAsaSNA2 R"An'd cry maf iv iisxwr_ tmmarea mma6md4na"Obd a+at cmmydaamnk CMIM **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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary itre bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing9 and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 610, oni rz rxiits , r as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents 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 ppro_fesslonR engineering responsibility solely for the design shown. The sukabillty - and use of this drawing for any structure is the responsibility of the Building Designer per ANSIPrPI 1 Sec.2. For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.om: SBCA www.sbdndusW.com: IM www.iccsafe.orp Job Number: 36CS00076 Ply: 2 SEQN: 684163 / T23 / HIPS 4EHB Hayden-2601 "H" OIL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A7 Wgt: 231.0 Ibs ! ... 05/30/2018 4"6 + T"9 �- 211 200 + 3T77 526 4131"2 4I�T3114 5'66 �- 37 98" i 12 =3X4 1112X4 =5X6=3X4 =3X4 =6X6 5 p Cm D TC2 E F G H TC3 1 T T M m4Xi6(B3) B co Hn �=4N(3(133) S R Q P O N M L 1112X4 =3X10=H0710 =-3X10 =3X4 =H0710=3X10 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" i 1' 6'2"48. 5'1"2 2'0°1 + 5'2"10 3'1"13 5'1"2 6'2"4 1' 6'10"4 Na 11'11"6 14' 33 9 ~1T3°9� 22'6"3 25'8" �20'1 32'9"12 39' 8� A- 2' 7'8"10 i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W T 3711 / 2159 ! - / - ! - / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.503 G 938 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.360 G 507 180 J 3711 12159 / - / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.097' L - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ L 0.180 L �) T Min Br Width Re 1.9 9 q Code / Misc Criteria CL 0.00 0 Noffit: Mean Height: 19.74 ft 9 CreepFactor. 2.0 J Min Brg Width Req = 1.9 Soffit: 2.00 2. TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.508 Bearings T & J are a rigid surface. Load Duration: 1.25. BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.904 Bearings T & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.787 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 11 -9 F - G 3986 -6814 B - C 2603 -4465 G - H 3971 -6793 Wind Duration: 1.60 WAVE, HS Lumber C - D 3440 -5890 H - 1 3440 -5W8 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: D - E 3986 -6814 I - J 2603 -4465 Bot chord 2x6 SP #1 E-F 3986 -6814 J-K 11 -9 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailssfa� in each row to avoid splitting. 4 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 55 pif at -1.00 to 55 plf at 7.00 TC: From 28 plf at 7.00 to 28 pif at 32.67 TC: From 55 pif at 32.67 to 55 plf at 40.67 ru BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 pif at 7.03 STATE .- . BC: From 10 pif at 7.03 to 10 pif at 32.64 4� BC: From 20 pif at 32.64 to 20 plf at 39.67 4# BC: From 4 plf at 39.67 to 4 plf at 40.67 TC: 376 lb Cone. Load at 7.03,32.64 TC: 169lb Cone. Load at 9.06,11.06,13.06,15.06 , 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60t7 a BC: 4941b Conc. Load at.7.03,32.64 y BC. 1261b Conc. Load at 9.06,11.06,13.06I .0 g0 01 A Fi SB S1$fJ B 7F 4$ 00 89 2E 85 F 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 uItemilm inn mod=f0d by VzWel martin Wind PE (rt. ik.o4riml an me date ahzwrz abo m 4rAij; a SKA l as�senaieaacztir. Wind loads and reactions based on MWFRS. tadccfm=Dftftsdm=.axarmnot=W&Ted4&den a Nd and 04=140 MV& csaplas Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 4102 -2383 O - N 5971 -3497 S - R 4085 - 2381 N - M 5971 - 3497 R - Q 5973 -3498 M -L 4086 -2381 Q - P 5973 - 3498 L - J 4103 - 2383 P - O 6823 - 3998 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S - C 329 -53 G - O 260 -291 C - R 2066 -1212 O - H 952 - 549 R - D 565 - 803 H - M 566 - 807 D - P 968 - 562 M -1 2064 -1212 E - P 254 -280 i - L 330 -54 P-G 14 -10 "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. Reter to and follow the latest edition of BCSI (Building Compattachon Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy rrney bracing per BCSI. Unless noted ohervise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly ed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing mslalled 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 ©txtrtittcn{s; tic 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, shlppinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. i Job Number: 36CS00076 Ply: 1 1 SEQN: 684185 / T15 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A8 Wgt: 210.0 Ibs / ... 0513012018 12-6" I- 7'7"12 _�_ 10,10" J 1'10"I 18'8"9 "22'8° 24'5" 1 30'8" 34'10"2 3. '8" r' 7'7"12 3� 6'0"9 3'117 1'9"1 6'2"5 4'2"2 4'9"14 T 0 C 12 Da5X6=6X10(SRS) If2X4 =4X6 =3X4 5E F G H =581 T ry3X4C T J02X4 r r fV V � =4X6(A2)BF_ 71 K=4L6(A2) AA T S R Q P O N M 1 1112X4 =5X8 III2X4=H0308 =3X8 =04=4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 7 1' 7'6" 3'4" 1'2"1! 4-8"9 6'0"9 10° 3 5' 9' 1' 7'6" 1 14� 1889 —+ 24'9"3 I25' 30'8" r 39'8" 1� 12'9"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.352 F 999 240 B 1550 / 788 / 859 / - / 194 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.959 F 720 180 K 1550 / 790 / 862 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.091 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.169 M - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 20.54 ft Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.665 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.769 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 ' WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 2W8 -3869 Lumber B - C 2111 -3158 H - I 2503 -3623 C - D 1986 -2792 I - J 2024 -2985 Top chord 2x4 SP #1 D - E 1996 -2767 J - K 2186 -3229 Bot chord 2x4 SP #1 E - F 2669 -3869 K - L 23 0 Webs 2x4 SP #3 F - G 2668 - 3869 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. „ B - T 2846 -1791 P - O 3659 - 2290 MAPT-S 2842 -1791 O-N 2722 -1691 - S - R 3345 -2097 N - M 2722 -1691 R - Q 3348 -2097 M - K 2931 -1931 Q - P 3348 -2097 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ T-C 242 -22 F-P 301 -338 ' C - S 348 -435 P - H252 -168 D - S 2018 -1422 H - O 389 -469 # S - E 1331 -1867 0-1 1070 - 733 - sffi� E-R 183 -5 1-M 347 -112 E-P 614 -407 M-J 265 -232 1f ' 40015A 8FF5581BOOB7F4800992E95FS Sfic tfeie.�aaea zenakcte�a&a°'yzlad i:,�afc5i t@'saa::�ar..:f Wtart�i�.4, ��l..i3c..&4�.£ffiEj aeo ��a�9s:. luswrsar�s;�siga 5€inai ' as�iert3t<l3ir�ras�c" ftktrdcraptmgift dmmmwatm mot M%idssilsW86'=d=01ud �dtt:e t ent�tas saecade¢z7s�,R: znsraf3e -cac dectrmrs' . - cz%&L —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary cifrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brac!nqq installed per BCSI sections B3, B7 or 610 onr xsnznts;rer as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI ifPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o - SBCA' www.sbcindu .com; [CC: www.iccsafe.org Job Number: 36CS00076 Ply., 2 SEQN: 686470 / T28 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A9 Wgt: 259.0 Ibs / _.. 05/30/2018 5'10"10 10'14 18WOO 1 217'131 25'2"11 1 28'9"10 1 32'8° 397'8" 5'10°10 610" F 4'11"3'1'8" 0" 37"1 3W2 3'6"14 3.6"14 3'106 1 { T 5 12 p 1115X6(R) c8X10 1112X4 TC3 =7X8 =4X4 =6X8 E F Gm H I TC4 J 903X4C MT I o (a) r N a 1 =4X' A1) B K M4 L16(83) 1 T S R Q BC2 P O N M 1112X4 m6X10 =H0710 =4X10 m4X6 =4X4 =H0710 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39V 5'8"14 5'1°2 3'8"4 3'9°8 3'T"10 3'6"14 36"14 3'8"10 6'2"4 5'8"14 10'10" 14'8"4 18'3"10 21'11"5 25'8"3 29'1"2 32'9"12 39' " 9 " Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.54 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: Bot chord 2x6 SP 91 :BC2 2x6 SP M-26: Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Sot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur_Fac =1.25 / Plate Dur.Fac =1.25) TC: From 55 pif at -1.00 to 55 pIf at 21.80 TC: From 28 pif at 21.80 to 28 pif at 32.67 TC: From 55 pif at 32.67 to 55 plf at 40.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 21.80 BC: From 10 pif at 21.80 to 10 pif at 32.64 BC: From 20 pif at 32.64 to 20 plf at 39.67 BC: From 4 pif at 39.67 to 4 pif at 40.67 TC: 169 lb Conc. Load at 22.60,24.60,26.60,28.60 TC: 162 lb Conc. Load at 30.60 TC: 369 lb Conc. Load at 32.64 BC: 2096 lb Conc. Load at 21.80 BC: 126 lb Conc. Load at 22.60,24.60,26.60,28.60 BC: 124 lb Conc. Load at 30.60 BC: 492 lb Conc. Load at 32.64 Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.517 P 914 240 Lu: NA Cs: NA VERT(TL): 1.399 P 493 180 Snow Duration: NA HORZ(LL): 0.119 D - - HORZ(TL): 0.220 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.616 TPI Std: 2014 Max BC CSI: 0.810 Rep Factors Used: No Max Web CSI: 0.917 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 17.02.02.1208.15 Wind Wind loads and reactions based on MWFRS 4 0471,82 40 01 5AFF5B81.B06B7F4900992E85FS ThbirernA elxzt s mdM'AIZA06byP.faMAmart ; 7s('sH4.3 a ctlsentlsaxttixaT�dc. ftla ud CePksarchla dommsa = not C_Iliornd Canasmlad aadtiw a3,as arzca =dz rarst etts.a ffwtrn=7dtsmnk =IRL ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W U 3000 11680 !- /- !- /8.0 K 4119 12345 /- /- /- 18.0 Wind reactions based on MWFRS U Min Brg Width Req = 1.8 K Min Brg Width Req = 2.1 Bearings U & K are a rigid surface_ Bearings U & K require a seat plate. I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 11 -10 G - H 4565 - 8087 B - C 1944 -3486 H - 1 4167 -7355 C - D 1865 -3323 I - J 3516 -6196 D - E 1860 - 3321 J - K 2828 - 4972 E - F 4068 - 7234 K - L 11 -10 F - G 4067 -7233 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 3195 -1774 P - O 7436 -4218 T - S 3194 -1776 O - N 6313 - 3588 S - R 6033 - 3381 N - M 4556 - 2588 R - Q 6035 - 3384 M - K 4570 - 2590 Q - P 8031 - 4537 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 54 0 G- P 536 - 266 C - S 84 -164 P - H 855 -456 D - S 2407 -1303 H - O 492 - T76 S - E 2089 - 3714 0-1 1369 - 760 R-E 58 -39 I-N 701 -1131 E - Q 1518 -867 N - J 2093 -1183 Q - G 613 -1040 J - M 280 - 34 F-Q 118 -156 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fo'r safety practices pnorto performing these functions. Installers shall provide temporarryY BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to 60A-Z for standard plate positions. 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 tlrawmg or cover page. this drawl ngg indicates acceptance of professlona7t engineering responsibility solely for the design shown. The suitability re of this dr'awing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. rrtrey �r1f j?ClfCrrtS; nz I f i Job Number: 36CS00076 Ply: 1 SEQN: 686447 / T21 / HIPS I 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: B1 Wgt: 105.0 Ibs .. / ... 05/3012018 5'1"14 9'8" 12' 16'6"2 5'1"14 + 4'6"2 + 2'4" + 4-6"2 =-4X4 =3X4 =5X6 SEAT PLATE REQ. 21 8" 1 1 918" + 2'2"4 + I 9'9"12 9'8" 1fli) 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R I U / Rw I Rh / RL I W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.054 1 999 240 B 876 / 405 1483 / - / 149 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.146 1 999 180 G 812 / 369 1422 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS: Des Ld: 37.00 EXP: C HORZ : 0.040 H - - (TL) B Min Br Width Re 1.5 g q = NCBCLL: 10.00 Mean Height: 20.30 ft Code / Misc Criteria Creep Factor: 2.0 P G Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.271 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.596 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.201 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 D - E 814 -1083 Lumber B - C 1034 -1559 E - F B35 -1218 C - D 834 -1222 F - G 1048 -1570 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Hangers / Ties (J) Hanger Support Required, by others B - I 1-6H - G 03 I- H 1078 78 -603 1417 -891 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Comp. �s�we Webs Tens.Comp. Webs Tens. C -1 321 -359 H - E 304 -189 ®r D - 1 299 -133 H - F 336 -379 'No D-H 117 -110 R e- STATE 0, 5 40015A38FFSBSIBOB07f48CO992E85FB S. iltam'Ambom a nad'and=alad by mmor,tartw PE.(FL. tk. TT.fE21 un mz°avx shown a6nwc u°.8ng a5Nh•Y ac�aof5ratneoda. &tEaeedc s xr�xts d�mx^� t mnot=Iwi and tkc �.A 2a�.'�iantir�ss'etsc�e muE 2xia'arif�l-cn a�rrr�rirank �tG1as: —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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om rvsents,,u as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. (tefer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippingq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofessional 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.alpine4tw.com; TPI: www.tpinst.org: SBCA: www.sbcindusby.com; [CC: wwmiccsafe.om 0 It Job Number: 36CS00076 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: B2 8'4" 8'4" T N f�1 Ply: 1 Qty: 1 Wgt: 89.6 lbs 13'4" 5' =4X10 =5X6 C D 1112X4 ===5X6 SEQN: 6864511 T34 / HIPS FROM:GLM DRW: 21'8" BW 05/30/2018 SEAT PLATE REQ. 21'8" 1, 85"12 4712 87"8 8'5"12 1378 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Dellection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.042 G 999 240 B 876 1629 /489 /- / 132 18.0 BCLL: - 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.115 G 999 180 E 812 1480 / 428 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.035 F - - B Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: 20.02 ft Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = - 2.00 TCDL: 4.psf BCDL:5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.611 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.510 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.107 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 C- D 948 -1256 Lumber B - C 936 -1419 D - E 935 -1423 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties B - G 1238 -759 F - E 1243 -752 G - F 1244 -760 (J) Hanger Support Required, by others Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. ' . eve Webs Tens.Comp. Webs Tens. Comp. - C-G 262 -30 F-D 277 -91 i C - F 180 -168 40 015A38 FFSB 81 Btt BB 7F 48 00 99 2E85 FB Ibit 1rane&sa twA ekamacily4ned'.arsd=ladby HsweM Martbv",, PEf R. M.94n=j on the da4ashawn abnan Wng a WWI tan't�azmcmdr. I� ,tadt elzims siats, ataaa notc=Wdwad sfpawal sealed avid tlse=' 3zsanGnAwt�c[Eemtt hEacrN't�rr�asr�4stm:5%s ' !a1. I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f0F safety practices prior to performing these functions. Installers shall provide temporary , f f bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to om1mncnts t,r drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover pa e_ - listing this drawing, indicates acceptance of professronaii engineering responsibility solely fnr 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. ---- -__ u.:-:­ ____...: ----- ---_ --­------ w -u..-- e: ou:o- .........b.:....:w.........• Tn4 .......-;-.......- corn- 1­­ —A—I.—I nnm- 111- 11".".I i y-c . n I l Job Number: 36CS00076 Ply: 1 SEQN: 686455 / T18 / HIPS I 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: B3 Wgt: 95.2 lbs .. / ... 05/30/2018 T 10'10" 1 14W. 21'8" _I T 3'10° 3'10" 7' =5X8 1112X4 =5X8 j C D E T rt i� IX6(A2) 1112X4 =3Xtf SEAT PLATE REQ. r 21'8" i r 1 71"12 3'8"4 3'6"8 TY8 T1"12 10'10" 14'4"8 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.149 D 999 240 B 1668 1996 / - I - l - I / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.410 D 917 180 F 1602 / 937 / - I - 1- I I - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.050 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.094 G - - (T )� B Min Br Width Re 2.0 g q NCBCLL: 0.00 Mean. Height: 19.74 It Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.667 Bearing B is a rigid surface. Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.659 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.240 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA 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: 17.02.02.1208.15 A - B 23 -21 D - E 2067 -3534 Lumber B - C 2051 -3469 E - F 2064 - 3483 C - D 2067 - 3534 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Hangers I Ties B - I 3137 -1830 H - G 3183 -1853 (J) Hanger Support Required, by others i - H 3167 -1839 G - F 3152 -1843 Loading #1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind based MWFRS. C - 1 620 -191 H - E 462 G E 442 - 270 629 Wind loads and reactions on - C - H -287 - -200 ` 2;_ D-H 430 -431 4€11315A 8FF5581BU807F490099A85FB btt ltemluca t F�zia �;fz nca+=!i=Aadby ir5aa fAkari s; OL,Lic.04rMilm t?iv &al=oft E �un��r5§iA<Z ac4Y,em�ataire tad er�sws.a9'.iYa..���.��z nct - -�d si�araiad s:±aigct one it�e,; �RiA e�+t�a33z�c�.9eras:,t�v cffla:l-�ac��ectrasr3z rr�ins:. "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, handlinp shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary ctrre{r bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Pntrenta�z as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing 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 ihis'ob's general notes p6cle and these web sties: ALPINE: www.al 'neilw.com TPI: www.tpinst.org; SBCA: www.sbdndu .com; IM www.ia:safe.org 1 : Job Number: 36CS00076 Ply: 2 SEQN: 686457 / T10 / MONO 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: C1 Wgt: 37.1 Ibs / ... 05/30/2018 4'2"15 7' 4715 2'9"1 1112X4C 12 5 o4X6 B fn , co =3X4(Ai) A M t I SEAT PLATE REQ. 7' 4'1"3 71913 4'1"3 T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W F 1779 / 1042 1169 / - / 124 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.049 E 999 180 D 2096 11181 1166 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 C - - Wind reactions based on MWFRS Des Ld: 37.00 Des Ld:: 37.00 EXP: C HORZ(TL): 0.010 C - - F Min Brg Width Req = 1.5 i Code / Misc Criteria Mean Height: 19.95It Creep Factor. 2.0 D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.186 Bearing F is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.570 Bearing F requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.500 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 918 -1570 B - C 20 -29 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00' O.G. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac =1.25I Plate Dur.Fac =1.25) TC: From 55 plf at 0.00 to 55 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 1931b Cone. Load at 1.09 BC: 1602 lb Conc. Load at 3.06 BC: 812 lb Conc. Load at 4.40, 5.73 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. 40015A38Ff5BS1B06137F480099 95Fri rhlu i3an€ires:8am rck .zgzred'as WAdd6pB.sasut7Hiartin PeOL. Lk.047=21 an the dau shown aban UA%O a SK41 wthendmikM=,de. seed ctiis.sz9itses airs-„,� arm nratcardmed rtnaaian� smaka ss.E tFa tSsenGcaBsds erfusC lac arif3e4 va�pdaimr3Y_ re�tas. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens -Comp. Chords Tens. Comp. A - E 1444 - 839 E - D 1375 - 801 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. E-B 1311 -722 C-D 60 B - D 933 -1603 -30 "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 Componenif Safety Information, by TPI anSBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary Faney,bracing er BCSI. Unless noted dtherwise,top chord shall have property attached structural sheathingg and bottom chord shall have a proppefiyattacheydmid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B1D,m newts; rrr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this'ob's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. Into • SBCA: www.sbdndu .com: IM www.iasafe.or L Job Number: 36CS00076 Ply: 1 I SEQN: 684139 / T13 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: DJH DRW: Truss label: BJ1 Wgt 11.2lbs / ... 05/30/2018 4"1 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Des Ld: 37.00 Mean Height: 18.49 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 i Wind Member design based on both MWFRS and C&C. 0 12 5 � - C 2X4(A1) B SEAT PLATE REQ. T CM 0) V_ 1.1 1' 1i Snow Criteria (Pg,Pf in PSF) Def1ICSi Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 148 / 96 1 132 1- / 41 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 Ill / 19 1- 1- 1 / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 127 / 27 / - 1- / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS! Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.014 C Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg. Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 25 -14 v t ryes. - 4001SA3a €F5581BO8B7F4800992E85FB V'h Item;iisataseeneiectrcn 5y wrad wAualad4 rAasaual mtrtbsa3, a' E €FL. ite.=1192.1 et Me t sae atarwa'at.¢a� ring xssik.E au3hart=*Azad& ,F2bwdzvi'assdtksdaxea�rr.3�aamcemddi�aafdsP azandssai�d mob ties tas3$enY4sa4v vurJc mwnt hamxaifid mmydeamrdr cmyias.. 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 Componen[ Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rtrrey, bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathin 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, nmrrents,t,c as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to 1. drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSUtPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pr ) esmonal 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 job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBC& www.sbcindu .com; IM www.iccsafe.or T HB Hayden-- s Label: J3010"H" OL /DR Horton 14EHB Hayden-2601 "H" OL I 9 92.6 Ibs I FROM: GLM61 1 T12 / JACK I DRW % 05/30/2018 I 12 C SEAT PLATE REQ. 3' 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 D - - Code / Mist: Criteria NCBCLL: 10.00 Height: 18.91 ft TCDL: Mean Heiei4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.164 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.075 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 40 01 5A 38 EF 50 9180B87f 49 00 99 2E95 FB 3.[�kitcm'h�acre���c�/esa,�ai�sit a�tartianea .SFL. IPs��4�f%12t.aar lfi�z�a3c shrseaisa.+�3mga5#?#+� san�z.sz�tie� Frktrd mwksoftfu&dqnadwrdx lad Brad the SF&' tzWdf&d e. =,rd0dfflP.. ems - T ti r T M T r r 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 191 /101 1147 1- /84 /8.0 D 51 /8 140 /- !- /1.5 C 63 /57 /21 /- /- 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. Comp. A-B 23 0 B-C 24 -86 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 Ire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an7 SBCA) safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperrty id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. Appiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of iri i,oricrn acceptance any structure failure to build the g or cover pa e in. The suitability fifrett: artr�nnenes ,cz 0 Job Number: 36CS00076 Ply: 1 I SEQN: 6864091 T30 / JACK I 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: BJ3L Wgt: 14.0 lbs I / ... 05/3012018 T 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: 18.70 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 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C SEAT PLATE REQ. 3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# PY NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.005 D HORZ(TL): 0.006 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.678 TPI Std: 2014 Max BC CSI: 0.151 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): 1 VIEW Ver: 17.02.02.1208.15 WAVE 40 01 SASSFF5581BOBO7F4800932E85FP t�3c ltam3rxs9aec»el�cieag:�sad aa�Y salad &y 6Aaa95sarta: �£(FL.19c.L r7Z�E)cri this Szh�W�aa6ara uis��a5fi.S�i a'G�i a riGra.tiea, &xpd a. �t'�tudzc�ri�rd'thEsdac�a�:srcnotcrr,�L4sad �dsesml�ffi and ti^x VIA—E a,.6Qn0cass==da musk Wm9W.m=VfAectrar . . rrg"las. C Y ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 278 1169 / 243 / - / 104 18.0 D 47 /18 /54 /- 1- 11.5 C 45 /41 /18 1- I- 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. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 17 -74 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq ins fled per BCSI sections B3, B7 or 610, e. A,,Tv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of of its drawin any failure to build the on this drawing e dor cover page_ resign shown. The suitability ;alre . •: durjxzfttrtts,irr any t i7 Job Number: 36CS00076 Ply: 1 SEQN: 686466 / T11 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: BJ5 Wgt:16.8 lbs .. / ... 0513012018 T ! SEAT PLATE REQ. C CV (V 5' 5' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh ! RL / W B 261 1133 / 189 / - / 128 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 168 1- ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 117 1106 / 43 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): O.ODB D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.33 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.301 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 1178 C Min Brg Width Req = - Bearing.B is a rigid surface, Spacing: 24.0 " p g- C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 4001 3S FF 56 SIB0 fl87F48 00 99 2E S5 FB Thu tarn%"been, sip s nea "W dby UMMA martbwe PE.(&1., rte.047152fanamameaAawn Qbmulbsa.St i awthznt9caaeia. 'r'zatsder sc3'thE: cs< t� mat cazkkme majmabd ar cft_S'f.A: aut ntamlkaca4e, MW b. WuifWM 2aydatrank. resO&L Chords Tens.Comp. Chords ens. G.—p. A-B 23 0 B-C 45 -100 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 8 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin "shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and'SBCA) foi safety practices nor to performing these functions: Installers shall provide temporary Laney bracing per BCSI., Unless noted dtherwise,top chord shall have properl� attached structural sheathing and bottom chord shall have a proprferly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, © natats uz as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin g7Components 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 handlingf shipping, installation and bracing of husses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of pro essiona engineering responstbaity 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. cn..nnro infne ea � thie Inh'e ­1 nntae nano anti that wah cite Al PILAF• www ainineifiu rn TPI, wvnv_tninst.om' 89CA �_shcindustrv.wm: [CC: www.imsafe.om Q Job Number: 36CS00076 Ply: 1 SEQN: 6842061 T19 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: BJ5A Wgt: 15.4 lbs / ... 05/3012018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.54 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Hangers I Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C a Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.008 C - HORZ(TL): 0.010 C - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.312 TPI Std: 2014 Max BC CSI: 0.184 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 STATT E, Of 40 015A38 FF 53 81 SO BB 7F48 00 99 2E 95 FB %U byrArr. iMNUA", (rt. M.047i53:(sn oeda:icllwAtn atom9 gasxS�a arx�anCuatntsJa, kid cgp=d ,s%dsx�.:rrm natccr�3 �il nas£�avf z�almd and R"task?A.1ra sk bk—df i-�acrg�ecirar.,4::. cwgL C ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 193 184 1121 /- / 107 / - C 90 120 172 1- / - ' 11.5 B 122 /110 /47 /- / /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 47 -102 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 Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Are Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy - BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppetly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or 610, e. ADDTV Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to a division of -I PI 1; or for h acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability !eli7elt onrp�nzrtts.u� t � Job Number: 36CS00076 Ply: 1 SEQN: 686411 / T9 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: BJSL Wgt: 18.2 ibs .. / ... 05130/2018 0 L SEAT PLATE REQ. C T, 5' 2' _I 5' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1ICSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 335 / 190 / 269 / - / 149 18.0 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 86 110 /'73 !- I - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 D - C 107 196 / 32 /- /- / 1.5 Des Ld: 37.00 EXP: CHORZ(TL): 0.006 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.12 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.395 D Min B Width R - Req = Load Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.169 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lb Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No", 0471.82 W.. STATE OF 40 01 SA39FF 5B 8160 BB 7F49 00 99 2E85 FB rtaLlcur>sRasLss�f� xeddladbyraaa��rtnartia aE (fri.. t2s.C<i#SH3(c€rtRm da�sAawn aha� udng a sxa.3. .. a�santiraxs�.aaxrdr.. Mmdcq smzf"doccrwer maootcurd&seddpad=dsubd Md tiae a.&aaathxni3cs°sscnda meat tae aer9f dcnsapdethnedr.- +�lnt. or s ens. omp. or s ens. A-B 44 0 B-C 41 Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. B-D 0 0 - 97 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrtrey bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, am mnerrts ue 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 ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the 6uiiding Designer per ANSIITPI 1 Sec.2. Fnr mnrn infnr firm san this inWnenarai notes nano and thaw weh sites- ALPINE' tnvw_alnineitw.com, TPI: www_tninst.om: SBCP: www.sbcindusiN.Com: [CC: www.1cesafe.ora Mi ■ Job Number: 36CS00076 Ply: 1 SEQN: 6864681 T14 / EJAC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 23 FROM: GLM DRW: Truss Label: EJ7 Wgt: 22.4 lbs .. / ... 0513012018 C 12 5 co Cl) c� c� =2X4(A1) B A D SEAT PLATE REQ. 1, I 7' T Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W B 334 1169 / 234 / - / 174 18.0 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 126 / 25 / 98 / - 1- I 11.5 BCDL: 10.00 Risk Category: 11 EXP: C Snow Duration: NA HORZ(LL): -0.015 D - - C 169 / 155 163 / - l- ' 11.5 Wind based on MWFRS1 Des Ld: 37.00 NCBCLL: 10.00 Mean Height: 19.74 ft HORZ(TL): 0.025 D - Creep Factor. 2.0 P reactions B Min Brg Width Req = 1.5 Code / Misc Criteria Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.489 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.362 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords, Tens. Camp. Lumber A- B 23 0 B- C 65 -127 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 nw*4 ..1Wems. Sft Moo A ' 4 .. gY4%ki. I i %$'" , 4, 40 01 SASS FF5581E 80 80 7F48 00 99.2ER5 Fla Suit imM Irkb"n c ka *,nod'. UAW ly 8d 0.0 Markin", .. (R.. lt:.�tt&2t an €'izedM.e �ftsavart ahrt�azzfng a Sif�i i�tit?a�'dcsSrcrJc. £'hud czpi Saf - 9S__wwnt = mot �Wiwad 4no4w'mi 5Cieiod 3aWd 4fa8'Wi" f 34€ifi2flt12aSk�RSmL:4 �.YF.�ffiS SA`r£�a;'tmt . . Capin. "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary iY+e bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 610, p rrrtrdrsts; ue Apply to face of truss and as shown above and on the Joint- Details, unless noted otherwise. hefer to t,, as applicable. plates each position ., drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall -not be responsible for any deviation from this drawing,any failure to build the with 1, for handling, installation bracing trusses.A this drawing truss in conformance ANSI fPI or shipping, and of seal on or cover page_ . listing this drawing,indicates acceptant? of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'otfs general notes page and these web sites: ALPINE: www.al inefw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com' [CC: www.icesafe.org Job. Number: 36CS00076 Ply: 1 SEQN: 686419 / T22 / EJAC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: EJ71- Wgt: 23.8 lbs I / ... 05130/2018 T i SEAT PLATE REQ. C 2' 7' 7- Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 402 / 222 / 308 / - / 194 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 119 / 96 / - 1- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.012 D - C 162 / 147 / 56 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.020 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 19.54 ft Code I Misc Criteria Cree Factor. 2.0 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.465 D Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.352 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft 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: 17.02 02 1208 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 B - C 62 -125 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 40 015A39FF5B81BO8B7F 00 99,2E85FB Thu item haa hom :,saladtry:c.��,zlmutEccs �E(rL.ite:BSH�f �t�im saSa,stuswt5arg�SNA»I. axatltert�arn. wd ltr4.MW Trti iR3. f3 ff.8a 'C Y�C Ffl1°A.t A.?/fiiaiG"t. RWYa dwtiar �£tit5. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anrTSBCA) fsafety practices prior to performing these functions. Installers shall provide temporary �xyry bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed. per BCSI sections B3, B7 or 61Q Der n�nts #ar as applicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 7,., 1 drawings 160A-Z for standard plate positions. Alpine, a division of ]TW 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 handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofessional engineeringq 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 ft is job's general notes page and these web sites: ALPINE: www.al ineftw.cam; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM wwmiccsafe.o Job Number: 36CS00076 Ply: 1 SEQN: 6842991 T20 / HIP_ 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 5 FROM: GLM DRW: Truss Label: CJ7 Wgt: 37.8 Ibs / ... 05/30/2018 54"4 9110"1 r 5'4"4 } 4'5"13 l 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 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 12 3.54 p Z 2X4 C co N Ch � 2X4(A1) B 41 A =5X6F E SEAT PLATE REQ. VY l 9'4 2 _151.1P 9'4"2 '1 '1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.74 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 GCpt: 0.18 Wind Duration: 1.60 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.025 C 999 240 VERT(TL): 0.068 C 999 180 HORZ(LL): 0.008 F - - HORZ(TL): 0.015 F - - Creep Factor. 2.0 Max TC CSI: 0.405 Max BC CSI: 0.609 Max Web CSI: 0.311 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 324 1198!- E 368 1121/- D 206 /216 Wind reactions based on MWFRS� B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. /W 110.6 / 1.5 / 1.5 Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 i Chords Tens.Comp. Chords Tens. Comp. A-B 8 -6 C-D 65 -70 B - C 557 - 673 No 047162 � a � a to E Or, 40 01 SA38 FF 55 8180 BB 7F48 00 99 2E E5 FB Thu itemRu bzms aladbyrwartdartiaus: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 647 -518 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 553 - 691 ?s�6.ite.C<r3.£H2)cn-l3�aeYaa¢ehst�rsa+rs4nga5xS.1 m�thenticna.xces.r. �iSated c�dazars}s%s dar.st �m art cru�id�ed st�na�and spalad and the SnSR Y ac^�hen2Sra53mscos�a r:nat ���srif3cl rsr anr�dect(atsk -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �Tre�j 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, om rDnCntS ur as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to /. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2. t , Job Number: 36CS00076 Ply:1 SEQN: 684193 ! T36 / VAL 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV1 Wgt: 19.6 lbs / ... 05/30/2018 �i 1112X4g 12 5 � I SO CV A 3X4(D1 • I - eaa CD 1112X6 5'11"6 -1 i 5'11 "6 !•yfi K Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA DeB/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA ♦ Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL / W D• 75 / 30 / 46 / - / 15 / 71.4 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.011 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZiL 0.016 C - - BearingA is rigid surface. ag Code Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.31 it Creep Factor. 2.0 Soffit: 2.00 TCDL: 2 psf BCDL: 5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.322 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.265 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.203 A - B 34 -93 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE 1 VIEW Ver: 17.02.02.1208.15 Chords Tens Comp Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. :No- 047189 4$, STATE Of 40 01 SA38 FF 5B 8180 B57F49 00 99 2E 85 F5 r3Mtem>wwaWbyWara lm9 rthc% 8 E (a. Lk` 947.FP2i on the ng a S A i m�icnr�atieartoda. r'vbtedco,4x rtfdsdmlr A=not canW&ad%*nu!and seated M6 amstrj+d"fmrk clns. A-C 160 -1 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. B - C 229 -137 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nriagr bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1 Q obr Tonzntsyarr as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI itPI 1, or for handling shipping, installation and bracing oftrusses.A seal on this drawing or cover page_ , listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown.. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ;:, — i"f��, fia —thie Mhe nanaml —ta n and these wah ekes AI PINE' www_alnineitw.mm' TPI: vwvw.tninstom: SBCA_ www.sbcindustrv.com: ICC: www.imsafe.om Job Number: 36CS00076 Ply: 1 1 SEQN: 684195 / T35 / VAL I 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 05/30/2018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.72 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 R 1112X4 3'11 "6 3'11 "6 3'11 "6 Snow Criteria (Pg,Pf in PSF) Def1fCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 C - HORZ(TL): 0.004 C - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.152 TPI Std: 2014 Max BC CSI: 0.122 Rep Factors Used: Yes Max Web CSI: 0.089 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047182 13 40 01 SAS FF 55 8150 BB 7F48 00 99 2E 95 Ft kitsm3¢us4s sactx�""�#. aradv3stafadbyMwwtlMart ?E Z W.947S82(on U1 seas ahaw,n aix+:rm u.dng a SFit i Fmtud copksafttis dtXGt..S:ft= not cazldued sknvs ztWm1.d aM the S:Ati asRhentkaa saadtt rnu;t Eam uedf darac�doctmr rMim: ♦ Maximum Reactions (Ibs), or j=PLF Loc R /U IRw /Rh /RL I I D" 75 / 27 145 /- ill 147.4 Wind reactions based on MWFRS! D Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 25 -60 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 123 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 157 -88 -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 BC51 (Building Component Safety Information, byy TPI anr7SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYy aney bracinattacheg per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61D, nnr rnneius,ur as appticabgie. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1 drawings 160A-Z for standard plate positions. Alppine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the lists in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. Job Number: 36CS00076 Ply: 1 SEQN: 684198 / T16 / VAL 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV3 Wgt: 11.2 Ibs / ... 05/3012018 I; 12 5 B A=3X4(D1) 0 CD �— 1'11"6 f imsk-i' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi IJ# LOG R / U / Rw / Rh / RL / W D- 75 120 / 42 / - / 10 123.4 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.004 B 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 B - - D Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.002 B � )' BearingA is rigid surface. a 9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.14 ft Creep Factor. 2.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.022 Maximum To Chord Forces Per PI Ibs P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.055 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 A- B 0 -13 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens Comp Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 40 015A38 FF 55 81 BO 3B 7F 48 00 99 2E 95 F8 ThUltamiisaz8saxa oltsteet P*nod aadvmlod by Mamvi Marttre, Fi:(fi.ik.GiT392.1 cs rte daw shaemaban W.Ing a StiA.l artirUVnrodc_ awd cTbasrdcfds dmmmmt not cnmiioosad sknedi dsealed and tax sRAaa th-tolsMccda mu ti tw mrrained rst acydodmnl- Ics.. A-C 50 -1 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re u!re extreme care in fabricatin , handlin shi ping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, byV TPI an SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary nney bracing er BCSI.. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachesrigiciceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 61 D, om r+nznts tic as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iab's general notes pacle and these web sites: ALPINE: www.al ineitw.com: TPI: wwwApinstorcr SBCA www.sbdndustrv.cDw. ICQ wwmicomfe.orn O F b Number: 36CS00076 Ply: 1 SEQN: 6864721 T33 / COMN IHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM:GLM DRW: uss Label: 4C1 Wgt 36.4 Ibs / ... 05/30/2018 T to 5' 10, 5' S' d 2 C=4X6 IIIZA,+ SEAT PLATE REQ. SEAT PLATE REQ. 10, - _ I 1 5' 5' 5' 10, I 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 F 999 240 B 433 / 205 / 272 / - / 79 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 / 205 / 272 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des EXP: C HORZ 0.007 F - - TL ( ) B Min B Width Re 1.5 q .00 NCBCL 10 Height: 15.00 ft 9 Mean HeiL: Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5 .D0 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2D17 RES Max TC CSI: 0.320 Bearings B & D are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.078 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 810 -638 Lumber B- C 809 -638 D- E 19 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP fR3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 575 -620 F - D 575 -620 Member design based on both MWFRS and C&C. ( Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ C-F 206 -48 4`2 ' � e STATEOF , 40 01 5A 38 FF 55 91+ B0 BB 7F48 00 99 ZE 95 FB T3,'Is ttarst<!>xa �acssel:ti s�mnd�t5 stated tsy F.saaxz�i rAart6nsr, ?E 1FL. ttt.6d7iE21 csi t2,a ^s"a^ ntsawa atxewaar,8ng a 5}iy-8 arausemGcat�sr.�le. Pgblyd cfnpamaf6,i5 dcxs�, Awv not cc ddmil ad2M subd =6 the aidlimtkanancodie me.t be ant on my dectmak.. . =pins_ -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary aney bracing per BCSI. Unless noted d1herwise,top chord shall have property 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 83, B7 or B1D, nnr mntnts ,,r as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to J drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�� 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, orfor handling shippingp, installation and bracing of tiusses.A seal on this drawing or cover page , listing this drawingg indicates acceptance of pro�esslonat engineering responsibility solely for the design shown. The suitbdtty 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 job's eneral notes page and these web sites: ALPINE: www.al inedw.com: TPI: www. irsst.o ; SBCA: www.sbdndu .com; ICC: wwwAmsafe.org Job Number: 36CS00076 Ply: 1 SEQN: 686478 / T43 /HIPS 4EHB Hayden-2601 "H" OL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: 4C2 Wgt: 44.8 Ibs ! ... 05/30/2018 I 3' 7' 10, f 3' + 4' '� 12 4 F_� C=nYa D 4 2X4(A1) B 3 15 A III 4A-+ = aA'+ T_ E=2X4(A1) =\ F r 7� SEAT PLATE REQ. SEAT PLATE REQ. 10, 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/ Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bet chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 3.00 TC: From 27 pif at 3.00 to 27 pif at 7.00 TC: From 55 pif at 7.00 to 55 pif at 11.00 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 6.97 BC: From 20 pIf at 6.97 to 20 pif at 10.00 BC: From 4 pif at 10.00 to 4 pif at 11.00 TC: 971b Cone. Load at 3.03, 6.97 TC: 62 ib Conc. Load at 5.00 BC: 118 lb Conc. Load at 3.03, 6.97 BC: 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. 3'1"12 3'6"12 3'3"8 1' 2 3'1"12 6'8"8 10, Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R I /Rw /Rh /RL /W B 629 / 268 / - I - I - 16.0 Pf: NA Ce: NA VERT(LL): 0.029 G 999 240 Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 629 / 268 / - / - ! - 18.0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.234 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.319 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.064 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate TYPe s Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 486 -1292 B - C 485 -1299 E - F 19 -14 WAVE C - D U2 -1252 40 015A38 FF 56 8180 813 7F48 00 99 2ES5 FB at�tt traiactissabrC9a akztraagt�sznad'am9 ^.naladlry Fitamyatt iAatt�se#, Lie.0471911 on tho datz shannabom u lno a SwAa ar t�that5>axat€oatualr. mbtad ccpimafdis dCctrsa+A are notcama'5wad sq-meand scaled -d tlas.Wa.2rnuattaa�&La ma ydadra"k Ca «ias: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I B - H 1213 -445 G - E 1206 -447 H - G 1235 -443 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens_ Comp. C-H 162 0 G-D 168 0 C-G 17 0 *`WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handling shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporaryrrpr¢j1 bracing per BCSI. Unless noted o herxise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61D, nemts,zt as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to' . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/l PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ listing this drawing indicates acceptance of pprofessional 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' Us general notes page and these web sites: ALPINE: www.ai heitmoom; TPI: www. into ; SBCA: www.sbcindu .mm; [CC: wwwJosafe.a n O F b Number: 36CS00076 Ply: 1 SEQN: 686421/ T27 /JACK HB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 6 FROM:GLM DRW: ss Label: 48J1 Wgt: 11.2 Ibs .. / ... 05/3012018 12 4 C 2X4(A1)B A D SEAT PLATE REQ. r Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL / W B 147 1100 / 133 ! - 129 18.0 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 10 / 11 / 19 / - / -' 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 / 24 / 26 I - 1- I / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.000 D - - �) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Br Width Re 1.5 g q = Soffit: 2.00 TCDL: 4.0 psf gCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Brg Width Req = - Brg Width Req = Load Duration: 125 P MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.018 C Min Bearing B is a rigid surface, f 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-8 19 0 B-C 20 -9 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 40 01 SA38 FF5B81808137F4800992ES5FS u liens i} ktoen sle ' airrav> .zM waradby hlaaz Wrtuw;t, �{.. t&.�A�ill3.icer �rdsiasrartahmvmsgasii�i aa,dFendtaaalz. a satadse mtt9 doc_ra =n+atsx der+ad ' ,b sealad crab the 2 awhomka&acxdeenut WdfScd M awsrelectrock dins: —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, byy TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy file(,'< bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, 67 or 610, onr rtitrdrats itz as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to F ., drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for. any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this rawing 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 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.tninst.om: SBCP: www.sbcindusW.com: ICC: www.iccsafe.ora Job Number: 36CS00076 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: 413,13 SEAT PLATE REQ. Ply: 1 SEQN: 686423 / T26 / JACK Qty: 2 FROM: GLM DRW. Wgt:12.6lbs / ... 05/30/2018 C 31 r 31 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W B 190 187 / 151 / - / 57 18.0 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 49 17 / 38 ! - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 43 / 25 / - / - / 1.5 Des Ld: 37.00 Des Ld:: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 15.0O ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Pt: BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Br Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B is a rigid surface. 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)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 01 5EF5B91110BO7F 0099 85`F8 rleisirsminnt ak mad' 3&ZkdYV-'^�izvt tsaartln'A or s ens. omp. or s ens. ...p. A-B 19 0 B-C 20 -61 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �{rl..ttc.exsiaz#mi,tr,e tfmraQai�asl zno the.BaszP.ic�S®�sceai�m�.:.t �.a�iftieai ea+adectmcs�::: —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI ana'SBCA) toi saety practices prior to performing these functions. Installers shall provide temporary errie}P bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacUS . id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, �� rarrtrtte atr as applicable. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to f drawings 160A-Z for 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 ANSIl1 PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of pro >essiona7.engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00076 Ply: 1 SEQN: 686425 / T24 / JACK I 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: 4BJ5 Wgt: 16.8 Ibs .. / ... 05/30/2018 4 t•) SEAT PLATE REQ. 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: it 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C A V� Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 D - - HORZ(TL): 0.009 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.260 TPI Std: 2014 Max BC CSI: 0.173 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE 0 40015A.38FF5B81BOBB7F4900992E95FB Thu Rankasbtznmkznraa3sa*y dd arz wMadWr aomlKortks a, PE (FL. t£c.NrMaf on the chae shown aboxa wAis aSNA<l aa.^thresCsss�,^a,;aeda. wbtrd copwsafdis dorsam •t= net tr Wiwed%s4ncZ,=� s hd =eftSPA;satacrak imeaddnutbtvettf;edtowidoctrank cpVtas. A TLO ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 259 / 113 / 196 / - / 86 18.0 D 87 113 /67 /- /- /1.5 C 116 /79 /50 /- /- /1.5 Wind reactions based on MWFRS1 B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 37 -73 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer to a division of any i!s drawing,any failure to build the on this drawing or cover page to design shown. The suitability rPl 3 Sec.2. rrlPCfj nm/mnents, to f ■ Job Number: 36CS00076 Ply: 1 SEQN: 686434 / T4 / EJAC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty. 1 FROM: GLM DRW: Truss Label: 4EJ Wgt 14.0 Ibs .. / ... 05/30/2018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Plating Notes All plates are 2X4(A1) except as noted. (**)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. L 1'6"12 _i_ 2'_I 1 1'6"12 5"4 12 4 p � 1112X4(** C T T B HB 3"8 A `n E � 1112X4 F SEAT PLATLSIR&OPLATE REQ. i2'� 1'6"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 143 181 / 122 / - / 43 / 1.5 Lu: NA Cs: NA VERT(TL): NA E* 35 / 18 120 / - /- / 22.5 Snow Duration: NA HORZ(LL): 0.000 F - Wind reactions based on MWFRS HORZ(TL): 0.000 F B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.149 Bearings B & B are a rigid surface. TPI Std: 2014 Max BC CSI: 0.013 Bearings B & B require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.038 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 0 -5 B-C 8 -40 40 01 SA 38 FF 5B 8180 BB 7F49 (10 99 ZE85 FB Mix Itemandwaladby Mamtl Marttacs, ZL. M.04Tfa21"thati=&hcwn abWM sing a swt«i &ntIm&nemd& nb ad4cpinofdi. docummA av not ccradinuad&sknedxnd*: lad andlaam .mkn v&mm1a mut bawrifiod cesagadoarank co;AwL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 1 -1 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 121 -44 **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 anr7SBCA) r safety practices prior to performing these functions. installers shall provide temporary rtrie}t bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to r�mjrtrni rts, ur 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 shippinqq, installation and bracing of trusses.A seal on this drawing or cover pa e_ . listing this drawingq indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Pn __ inin"nat(nn — thk inh'e nennml nntnc n and thacw w h cH1 Al PINP www.alni-dw.mm, TPI' www_tnimt.om' SBCA: www.sbcindustrv.com: IM wwmicesafe.orq Job Number: 36CS00076 Ply: 1 SEQN: 686474 / T44 / EJAC 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: 4EJ3 Wgt: 12.6 lbs .. / ... 0513012018 12 4 C T TLO 2X4(A1) B T A D SEAT PLATE REQ. 31 � 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U 1 Rw / Rh / RL / W B 190 / 87 / 151 / - / 57 / 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 49 17 / 38 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - C 62 /43 125 /- /- 11.5 Des Ld: 37.00 EXP: C HORZ L 0.002 D - (T )- Wind reactions based on MWFRS, Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 p B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 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)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 0 B-C 20 -61 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 AN ' o M. AP vv O 4001 SBFFSB9 E0BB2F4800992E85F13 *3U!hors�,n beenznd=alad by rA akl Wrtfars,. 3 VL.t§s."71132l an the d-2Yo.shown abwa uakg a SMA'l a vthandutascade. Ps3stadc��s�ichis doeea„ar�aaa noteratiidmt+d s�r+m�arih:.aiad a7aE 29•c 5i3A 2 auL`ienhinlisaszodo n�:.t ba vzrifi�! �amyss9ectra�siz •'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 �r ' Componen[ Safety Information, by TPI and SBCA) for safety practices prior to pertormmg these functions. Installers shall provide temporarryy / mrey bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structure) sheathing and bottom chord shall Locations for lateral restraint of webs shall have bracingg insTalled BCSI sections have a properly �/ 63, 67 or 610, attachetl rigid ceiling shown permanent per nm Konen{s,ur as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. i2efer to 7 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 rawing or cover page_ , for the design The listing this drawing indicates acceptance of professional engineering responsibility solely shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. suitability For more information see this'ous general notes page and these web sites: ALPINE www.al inedw.com; TPI: www. into ; SBCA: www.sbcindu .com; IM www3ocsafe.org O G Job Number: 36CS00076 Ply: 1 SEQN: 686429 / T17 / SPEC 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL City: 7 FROM: GLM DRW. Truss Label: 4EJ6 Wgt: 25.2 Ibs .. / ... 05/30/2018 T to fV SEAT PLATE REQ. 8' rai T 00 r T T N 5'8'8 '1 p 5'8"8 ' g Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W B 290 / 125 / 216 / - / 101 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.014 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.036 E 999 180 D 218 / 116 / 139 / - /- / 3.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.010E - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 It Creep, Factor. 2.0 P D Min Brg Width Req = 3.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.225 Bearings B & D are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.209 Bearing B requires a seat plate. S acin : 24 0 " C&C D• t 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.179 gIs a. . Loc. from endwall: not in 4.50 it 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: 17.02.02.1208.15 A - B 19 0 B - C 19 -121 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) � Bot chord 2x4 SP #1 Chords Tens.Comp. Webs 2x4 SP #3 B - E 82 -96 :Rt Bearing Leg 2x4 SP #3: Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. ZI 0&_ D - E 102 -20 C - D 849 -632 40 01 5A 38 Ff 58 8180'8117F48 00 99, 2E 85 FB TiaTr ad staled by Mvwtl fart F� f�• uc.e.�zf+s�1 uei tAtt diLe atu�wn aGex� Mega S;tA-i �clhandcaasasfa. Frtatedcapi�airhhti�A=not dcredVV&d=1,"bd an6 ilz=r•;A,+: authmt;ca;icvseaade raarbCreril3ed csr ata�r�e;tronk CZ4laa. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating,handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenil Safety Information, by TPI anr7SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary tiny bracing per BCSI. Unless noted dlherwise,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, onertts nz as applicable. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1 drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page listing this drawing, indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. cn, n,n.a intnnnatinn o thie inh'c nanan 1 nntes nave and those wah sites- AI -PINE w alnineitw--cam: TPI: v _tninst.om: SBCA www.sbdndustrv.com: [CC: www.iccsafe.om Job Number: 36CS00076 Ply: 1 SEQN: 686476 / T45 ! HIP_ 4EH13 Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 2 FROM: GLM DRW: Truss Label: 4CJ3 Wgt: 15.4 Ibs ! ... 05/3012018 12 2.83 o C T N_ 2X4(A1) B M 3 A E D SEAT PLATE REQ. 4r2"3 1 t5tt �® _i 4'2"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 Udefi U# Loc R ! U / Rw / Rh / RL 1 W E 149 176 /- /- /- / 10.6 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 69 14 / - ! - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C 35 / 5 1- 1- 1-, / 1.5 Des Ld: 37.00 EXP- C HORZ L 0.003 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 9 TCDL: 4.2 psf Creep . 2.0 p Factor E Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.078 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 Bearing E is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing E requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 9 -7 B-C 9 -2 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind loads and reactions based on MWFRS. B - D 0 0 4* No NA w 1AP,- STATE OFAft a ¢+a .+ ON ALI 1 4001 5A38 FF 55 81 BO BS 7F 48 00 99 2E 85 FB thIto mimhem s�ped amd: jad try &UazAMArtz, :(.�L,St�.�T.352pcsfl�imz�:9x.shawre aCc�.u^.3ng a5NA•L ?r indzrxp€asaidv�s docum== not=Wkrad sogna�and zea!ad �M the E4A _r=t ba medf l rats aartrdectra cvvwa "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Information, by to these functions. Installers temporarryY Comport Safety TPI and SBCA) toi safety practices pricy pertorming shall provide bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, B7 or 610, cm vrrzrts uc as applicable. r Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to t, drawings 160A-Z for standard plate positions. Alp!ne, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIrfPI 1, for handling installation bracing trusses.A this drawing or cover conformance with or shipping, and of seal on page_ , listing this drawingg indicates acceptance of rofesslonat engineering responsibility solely for the design shown. The suit -ability and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. per ,For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineKw.com; TPI: www.t inst.o ; 88CP: www.sbdndu .com; [CC: www.iocsafe.ong t 1 Job Number: 36CS00076 Ply. 1 SEQN: 686432 / T29 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4CJ7 Wgt: 42.0 Ibs / ... 05/30/2018 577 1 8'1"9 "1 5'77 2'6"2 T N iQ N 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 " 1/ 1'5" SEAT PLATE REQ. 8'5"1 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: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Special Loads -(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25) TC: From 0 plf at -1.41 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 8.42 BC: From 0 pif at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 8.42 TC: -3 Ito Conc. Load at 1.41 TC: 124 Ib Conc. Load at 4.24 TC: 231 Ib Conc. Load at 7.07 BC: 20 Ito Conc. Load at 1.41 BC: 99 Ito Conc. Load at 4.24 BC: 175 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 5'5"11 5'5" 11 2'7"14 8'1"9 n E Snow Criteria (Pg,Pf in PSF) De0/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.012 G 999 240 'H 258 / 153 / - / - / - / 10.6 Lu: NA Cs: NA VERT(TL): 0.035 G 999 180 E 475 / 199 / - / - ! - / 3.0 Snow Duration: NA HORZ(LL): 0.003 F - - Wind reactions based on MWFRS HORZ(TL): 0.007 F - - H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 3.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.202 Bearings H & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.267 Bearing H requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.257 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 17.02.02.1208.15 A - B 9 -7 C - D 44 -82 B-C 276 -616 ZERIAL t 40 01 5A 38.FF 58 8180 8B 71748 00 99 2E 85 F3 Tian ltamieszbec»eleztet<tt4ca :}xd aed'.=danalndhpmaindM21rtIz=' ar tt4anticz&nWde. tad eap .fttasdWj_-sAWO stet crsnd$xad%hpVdaad-,salad andtte. azah=6mIianvc fenmtba-dfsd msaydmttoah Capin&. **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 595 -257 G - F 579 -255 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ Webs Tens. Comp. G-C 186 -25 E-F 367 -132 C - F 260 - 595 D - E 635 - 709 inQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 31 Pi 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page m acceptance of pro essfona engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. aney ` n1>';rj�tl�ttl5 au' r Job Number: 36CS00076 Ply: 1 1 SEQN: 684267 / T40 I SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: FT1 Wgt: 141.4 Ibs .. / ... 05130/2018 8P0"4 6,8" 8'8" 4 19'4" 6'8" + 2' 'I 10'5"12 1 — 2 6" �--- r6" �{ ' 2 1'4��� 2'6" -3„12 3 1 — 2�6" " =3X4 1115X6(R) =3X4 =6XB 1112X6 =5X6 W=3X4 1112X4 1112X4 AB C D E F G H I J K L M N O P �I AB AA Z Y X W 1115X6(R) V U T S R Q 1112X4 =4X10 =5X6 W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.32". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19'4" Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udetl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.355 H 641 360 A 1054 / - / - /- /-, 13.0 Lu: NA Cs: NA VERT(TL): 0.620 H 466 240 Q 1070 I - I - / - / -1 / 4.0 Snow Duration: NA HORZ(LL): -0.046 O - - A Min Brg Width Req = 1.5 HORZ(TL): 0.064 O - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A 8 Q are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.632 TPI Std: 2014 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.711 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 1-1 0 0 Plate Type(s): B - C 0 -1133 1- K 0 - 3906 WAVE VIEW Ver: 17.02.02.1208.15 C-D 0-1101 K-L 0 -3906 D- F 0- 2723 L- M 0- 3188 E-F 0 0 M-N 0 -3188 F- G 0 -4303 N- O 0 -1838 G-H 0-4324 O-P 3 0 H - 1 0 -4318 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 0 -1 V - U 4167 0 air AA-Y 2129 0 U-T 0 0 Z- Y 0 0 U- S 3668 0 - Y-X 3427 0 S-R 2614 0 X- W 3425 0R- Q 1031 0 No u W - V 4324 0 40 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. - �STATE AB-e 15 o u-L 331 0 B -AA 1494 0 L- S 0 - 652 . v AA- D 0 -1386 M- S 0 -73 D-Y 827 0 S-N 780 0 Y- F 0- 975 N- R 0 -1080 yr+ F-W 1304 0 R-O 1122 0 W- G 0- 646 O- Q 0 -1438 H-V 2 -283 Q-P 0 -15 40 01 BA 38 EF 5B 8180 813 7r 48 00 99 2E85 FB V -1 550 -125 P - Q 0 -44 *M items mbs nekdm�p1'emad=1 usladtey rAaMA martinzx, I - U 0 -365 PEIr.Lk' r4Rtg2las eft. dasc mhtiwauafaa u^. ga stiR>Y sett"tkAtiancmde. rued cWitsrlsfsn de vc=rAwz not crosi&rsd i1pad endmhd aa,e the.SYA 2LIhcntkaad=¢Ae nut bexKarif"m wrdcdmrak Ca rlas_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary rpyr bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm toI727tjS dz as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to F drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handiim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPII Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbdndu .corm; [CC: www.iccsafe.orq O IJob Number: 36CS00076 Ply: 1 SEQN: 684272 / T37 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 4 FROM: GLM DRW. i Truss Label: FT2 Wgt:100.8 Ibs / ... 05/3012018 6'8" 8'8" 8'1 "4 157'2 6'8" 2' 4 68"14 `I 1 27 1� 2r6rr "8 �,2 1— — I-- 2'6" —IF 17 1115X6(R) =3X4 -3X4 1112X4 1112X4 =4X4 AB C D E F G H I J 1112X4 K L2X4(R) 3 d' 1 NOV OWE WIN&\ 611 Ilk T S R Q P O N NM 1112X4 =3X4 =3X4 1114X4 =3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 Soffit: 0.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 24.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 15'7"2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in toc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.166 F 999 360 A 848 1- I - ! - l - / 3.0 Lu: NA Cs: NA VERT(TL): 0.333 F 767 240 M 852 / - / - / - ! - 13.1 Snow Duration: NA HORZ(LL): -0.027 J - - A Min Brg Width Req = 1.5 HORZ(TL): 0.039 S M Min Big Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.537 TPI Std: 2014 Max BC CSI: 0.668 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.553 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 F- G 0 -2594 Plate Type(s): B- C 0 -881 G- H 0 -2334 WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -853 H - 1 0 -2334 D-E 0-2030 I-J 0 -1415 E-F 0 -2584 J-K 1 0 0, SERIAL tk' 40 01 5A 38 FF 5B 81 80887F4900 99 2E 85 FS r3aliltarsa3va�.8acen, eicztn�xpzf�mmd'.�.:d:aatmdtry r,sac �r AAnrtt,ass KW ri.,ric. aassz# ttv§zdascsttavmaixi s.�ngaax-i as 1kr' 4k==de. apmlld.wlaof" dwjA=nt format ca;r.sr&md grwzi=a smart .6 tip ba V=ff iCA my dcetfar cmyiet: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. T-S 0 -0 P-O 2593 0 S- R 1646 0 O- N 1980 0 R- Q 2388 0 N- M 820 0 Q - P 2594 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-B 14 0 G-O 0 -585 B-S 1162 0 H-O 83 -146 S-D 0-1064 0-1 481 0 D- R 535 0 1- N 0 - 786 R- E 0 -498 N- J 826 0 E-Q 520 -16 J-M 0 -1142 Q-F 0 -273 K-M 0 -40 P-G 125 -87 M-L 0 -7 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, byV TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy trneit per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, om7rents for cable. Apply plates to each face of truss and position as shown above and on the J.m Details, unless noted otherwise. f2efer to J. Is 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the conformance with 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 le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this iob's general notes gape and these web sites: ALPINE: www.alpineitmoom; TPI: www.tpinst.org; SBCA www.sbcindustry.com; ICC: www.iccsafe.org i F bNumber: 36CS00076 Ply: 1 SEQN: 684274 / T25 / SY42 IHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM:GLM DRW. uss Label: FT3 Wgt: 95.2 Ibs... / ... 05/3012018 6'8" 8.8" 15'4" 6'8" 2' 6'8" {- 1'l0"12 �{ { r 1 2 6„— 2'6" '{ 1'�"8 " '{ F� �-- 2,6" _# 1,3„ y{ 1113X4(R) 1115X6(R) =3X4 =3X4 1112X4 1112X4 =4X4 1112X4 AB C D E F G H I J K S R 1112X4 Q P O N =3X4 =3X4 1113X4(R) =3X4 15'4" M L Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in ' loc Udell U# Loc R 1 U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.160 F 999 360 A 834 / - / - /- / - / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.305 F 823 240 L 850 1- / - /_ ! - /_ BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.026 J - - A Min Big Width Req = 1.5 Des Ld: 55.00 fXP: NA HORZ 0.036 J - - �L )� L Min BigWidth Re q NCBCLL: 10.00 Height: NA ft Mean Hei g Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface_ Soffit: 0.00 TCDL: NA psf BCDL: NA psf BldgCade: FBC 2017 RES Max TC CSI: 0.530 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.607 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.542 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 F - G 0 -2507 I: NA GCpi: NA Plate Type(s): i B - C 0 -863 G - H 0 -2498 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -835 H - I 0 -2244 Lumber D- E 0 -1983 I- J 0 -1385 E-F 0 -2498 J-K 3 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Plating Notes S-R 0 -1 O-N 2395 0 All plates are 4X6 except as noted. R - Q 1612 0 N - M 1938 0 Hangers / Ties M- L 803 0 (J) Hanger Support Required, by others, 1 �t P- O 2325 0 ` if Additional Notes via .: Maximum Web Forces Per Ply (Ibs) + 2x6 continuous strongback. See detail w Webs Tens.Comp. Webs Tens. Comp. STRBRIBRIO14 for bracing and bridging S - B 14 0 O - H 496 -89 recommendations. B- R 1138 0 H- N 0 -355 Webs are square out except dbl diagonals or as R - D 0 -1043 N - I 426 0 otherwise shown. a D- Q 516 0 I- M 0 -769 Truss must be installed as shown with top chord up. ; Q - E 0 - 476 E-P 482 M - J J-L 809 0 0 -1120 4 -20 P-F 0 L-K 0 #w -259 G-O 3 -323 K-L -15 0 -45 40 015A38 FF 53 8180 BB 7F49 00 99.2E 85 FB ThUftatn 7tastcmcktts g: cxsi—!s 1.d4 Ma.. hftrfin z, 'sa (ft. Lk. NT_1R21 on thadvatstwwa abcsm us$ng a SRA-i �"ttfCfit§Ca r�`Q. ?r�tndts�¢ft}si� dw_ra�^e-.+taia nrraccass3mrad �=sad sealed sad tkc.i suirAcnL�.atiesuccde n,a[ �smerifiad�s avpdcctro�3c c�nlos. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary crney bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Components,, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise_ kefer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineerinresponsibility solely for the design shown. The suitability and use of this yawing for any strgucture is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: www.sbcindu .com• ICC: www.iccsafe.o Job Number: 36CS00076 Ply: 1 SEQN: 684279 / T38 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FT4 Wgt: 110.6 Ibs .. / ... 05130/2018 5'2"4 7'274 5'2"4 2' 16'0"8 8'10"4 �- 1'3" —{ 2'6" 1'1"8 9°4 2'6"12 1 2'6"12 — 2'6" "1 =3X4 =4X6 =4X6 =3X4W=3X4 =3X6 =4X6 1115X6(R) A B C D E F G H I J KL W V U T S R Q P O N M 4X6 =5X6 1114X6(R) 1113X6(R) =4X4 =3X4 =4X6 16'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.239 S 785 360 W 889 / - / - / - / _ / _ BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 S 587 240 L 873 / - / - / - / - 13.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 N - - W Min Brg Width Req = - EXP: NA HORZ L 0.033 N - - L Min B Width Re 1.5 9 Des Ld: 55.00 Mean Height: NA ft �) q NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 Bearing K is a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf 9 Bld Code: FBC 2017 RES Max TC CSI: 0.762 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.571 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 3 0 G - H 0 -2706 I: NA GCpi: NA Plate Type(s): B - C 0 -1448 H -1 0 -2118 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -2697 1- J 0 -881 Lumber D- E 0 -2716 J- K 0 -909 E-F 0 -2722 K-L 0 0 Top chord 4x2 SP #1 F - G 0 -2706 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) I Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. W - U 842 0 R - Q 0 0 Hangers / Ties V- U 0 0 R- P 2526 0 U- T 2154 0 P- O 2526MAP, 0 (J) Hanger Support Required, by othersow" T - S 2716 0 O - N 1700 0 S- R 2844 0 N- M 0 0 Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail '� Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. s ar 1 < Webs Tens.Comp. Webs Tens. Comp. Additional Notes WA A-W 0 -58 F-R 0 277 + 2x6 continuous strongback. See detail VIMW - B 0 -1175 R - H 252 0 STRBRIBR1014 for bracing and bridging. s B - U 843 0 H - P 18 -24 recommendations.. Ts '0 F U- C 0 -978 H- O 0 -554 Webs are square cut except dbl diagonals or as , C - T 901 0 0-1 582 0 otherwise shown. �� T- D 0 -373 I- N 0 -1100 Truss must be installed as shown with top chord up. IN E - S 179 -114 N - K 1199 0 'A S- F 198 -395 K- M 13 0 40 01 5A38 FF 55 81 BO 85 7F49 00 99 2E 95 F8 Thu liETRt=beeneiccEsm ¢ ead'=A=aladbyrrar.-_lWain" PEVL. Lrs.*47dE3f cn tTisdata ahcwn alxi v gaSNa1 tent�atisr soda. nbn'd crpiasoftHA dwum=m notcmwi&nd sip dand=lad I an!fl� t auihwt3cstimc� de rant be arrrifW m mydedmWz cacias. , **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 Campo en? Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. installers shall provide temporary °fiey bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attach e�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to °r<jJ'nnznfs' ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pro>essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inenw.com: TPI: www. inst.o ; SBCA wwwsbcindu .com; [CC: www.iccsafe.orq Job Number: 36CS00076 Ply: 1 SEQN: 684281 / T39 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: DJH DRW: Truss Label: FT5 Wgt: 42.0 Ibs .. / ... 0513012018 6" 1 r2n4 n �'� �'•-- 1'2"4 =331X6 =3BX6 =3CX6 3X8 1112EX4 = 3XX8 34"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F 579 1- l - l - /_ /_ TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA . Lu: NA Cs: NA VERT(TL): 0.021 B 999 240 , D 682 1- / - / -- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ L 0.002 D - - � )� D Min B Width Re � q Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor. 2.0 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.546 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.213 Chords Tens.Comp. Chords Tens. Camp. A - B 0 -4 B - C 0 -30 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.177 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber F- E 580 0 E- D 580 0 Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads A- F 0 -28 B- D 0 -718 --(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) F - A 0 -49 C - D 0 -176 TC: From 100 plf at 0.00 to 100 pif at 3.38 F - B 0 -752 D - C 0 -28 BC: From 10 at 0.00 to 10 at 3.38 plf plf TC: 889 lb Conc. Load at 1.85 L� B - E 50 -11 Hangers / Ties re' (J) Hanger Support Required, by others Additional Notes No 04, Webs are square cut except dbl diagonals or as g A� otherwise shown. Truss must be installed as shown with top chord up. , STAT'r SERIAL* 40 015A 38 FF 50 8180 813 7f 48 00 99 2E 951`13 Sr" ]ten hsu txccn claeiru cieaSys�rbd ad waiad by rsta=A rttarkh=, ff�(F W.047mtendmm ulinsaslwl ataffifarGca�xeaze�rt. ?t•€afed cg3iexelChns dac�;r�inse azstta�nv�asd sfdnzaiam� ssaMs# arnf t}c.ee=R>taa9han�5F�,usCe nrst t:e asrN�J rar aroryre�¢tttm� =IDA. "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 foc these functions. Installers temporarryv Component Safety Information, by TPI and'SBCA) safety practices prior to performing shall provide array. bracingper BCSI. Unless noted olhervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om wnen(s,im as applicable. Apply plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. (2efer to / position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover partgae_ , listing this drawingg indicates acceptance of pro fessiona engineering responsibility solely for the design shown. The su" bility and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this jobs general notes page and these web sftes: ALPINE: www.al ineilw.com; TPI: www.tpinst.org; SBCA: www.sbcindu .corn; ICC: www.iocsafe.orq IJob Number: 36CS00076 Ply: 1 SEQN: 6842881 T1 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FT6 Wgt: 120.4 Ibs / .. 05/30/2018 1'8"4 } T1"12 + 9'1"12 1-8"4 5'5"8 2' 1L 2"4 { � 12 P �-- 2'6" 1112X4 1112X4 2X4(R) =8X14 =4X4 W=3X4 A B. C DE F -F : z 1 X W V U III6X6 =4X6 18, I8'10"4 �• '�{� 2'612 _ 2'612 1 2'6" 1 1112X4 =3X6 =4X6 1115X6(R) G H I J K LM T S R Q P O N W=H0308 1112X4 =4X6 =4X10 1112X4 18, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.325 G ' 650 360 Y 1512 / - / - / - / - 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.569 G 473 240 M 1032 / - / - / - / - 13.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 O - - Y Min Brg Width Req = 1.3 Des Ld: 55.00 EXP: NA HORZ(TL): 0.068 O - - M Min Brg Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria CreepFactor. 2.0 Bearings Y & L are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.846 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.894 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.694 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 G - H 0 - 3864 I: NA GCpi: NA Plate Type(s): B - C 0 - 2537 H -1 0 -3564 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -3507 I - J 0 -2649 Lumber D-E 0 -3507 J-K 0 -1074 E- F 0- 3854 K- L 0 -1105 Top chord 4x2 SP #1 F - G 0 - 3867 L - M 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP 43 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp, Chords Tens. Comp. (Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) Y - X 1734 0 S - R 3842 0 TC: From 100 plf at 0.13 to 100 plf at 18.00 X - W 1734 0 �R - Q 3227 0 BC: From 10 plf at 0.00 to 10 plf at 17.73? �� W - V 3169 0 Q - P 3227 0 xg MAPTC: 579 Ib Conc. Load at 1.81 " ;r V- U 3690 0 P- O 2071 0 e A Plating Notes # e i. '. U- T 3867 0 0- N 0 0 All plates are 3X4 except as noted. ap ,� �`- T - S 3842 0 Deflection No 047182 ae Maximum Web Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.32" DL 0.24". See detail ` Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. Z-Y 0 -7 G-T 47 -50 Additional Notes A - Y 0 -28 T - H 43 -14 + 2x6 continuous strongback. See detail STATE 'OF Y - B 0 - 2266 H - R 0 -388 STRBRIBR1014 for bracing and bridging ae B - X 30 8 R - I 457 0 ` 0 B - X 10 -3 I - Q 20 -4 recommendations. 15 �' - B-W 1031 0 1-P 0 -786 otherwise sWebs are hown. uare cut except dbl diagonals or as h , C - V 470 8 0 J - O P-J80 -1343 Truss must be installed as shown with top chord up. f V - E 0 -378 O - L 1458 0 URAL E- U 340 0' L- N 13 0 40 015A 38.FF 55 8180 813 7F48 00 99 2E 85 Fri U - F 0 - 241 rtafcltnrmitaabzemck nadasd=z1adbyk6�,dMarttmar, n o, .. tFs.Cd7EH2.1 an.fhmG43:tc simwrafxarm isaittg a Sx,>z-i 0tii31CSik�3�8' ACd"�d. tad c�ta�rfua d�tx�rE saffin�Ecsra}dsrsd s9'�aaseand sssa�st .6 the M3A.lz,4heetka1kMwd0 mmr bi vufbd car a¢r{e90dM k_ c4001.. I j "`WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Cc ponengt Safety Information, by TPI an�'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary nsey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections 63, B7 or B1Q �frarents sr as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to J.. . drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE:'www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcfndu .corn; I= www.iccsafe.orq r Jab Number: 36CS00076 Ply: 1 SEQN: 6842911 T32 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW. Truss Label: FT7 Wgt 112.0 Ibs .. / ... 05/3012018 7'1"12 i 9-1"12 18, _I r 7T'12 T 2' + 8'10"4 I-1'3" -I '{ �13"12 1 3"12� r 1�— 2-612 2'6"12 1114X4(R) =3X4 2X4(R) =4X6 =4X6 W=3X4 =3X4 =3X6 =4X6 1115X6(R) A B C D E F G H I J K L MN E-: z 1. k46 X W V U T S R Q P O ==4X6 =4X6 1113X4(R) =3X4 =3X4 =4X4 =4X10 W=H0308 18, -I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.308 H 684 360 Y 982 / - / - / - / - / 4.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.545 U 534 240 N 982 / - / - / - ! - 13.5 BCDL: 5.00 Category., NA Snow Duration: NA HORZ(LL): 0.043 P - - Y Min Big Width Req = 1.3 EXP: NA HORZ TL 0.059 P - N Min Brg Width Re 1.5 Des Ld: 55.00 ( )- q = Mean Height: NA It Code / Misc Criteria Creep Factor. 2.0 Bearings Y & M are a rigid surface. NCBCLL: 10.00 P TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.819 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.955 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.652 Chords Tens.Comp. Chords Tens. Comp. Lac. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 H - I 0 -3441 I: NA GCpi: NA Plate Type(s): B - C 0 -1684 I - J 0 -3275 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -2872 J - K 0 -2470 Lumber D- E 0 -2872 K- L 0 -1009 E- F 0- 2872 L- M 0 -1039 Top chord 4x2 SP #1 F- G 0 -3422 M- N 0 0 Bot chord 4x2 SP #1 G - H 0 -3440 Webs 4x2 SP 93 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Deflection Y-X 955 0 T-S 3484 0 SO Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail X - W 80 S - R 2991 0 * .` W- V 3282 0 R- Q 2991 0 DEFLCAMB1014 for camber recommendations. k�� '�, ��,��� V- U 3440 0 Q- P 1945 0 Additional Notes '0. U- T 3484 0 P- O 0 0 + 2x6 continuous strongback. See detailNo 047102 STRBRIBR1014 for bracing and bridging ft Maximum Web Forces Per Ply (Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as Z - Y 0 -7 H - U 194 -242 otherwise shown. A - Y 0 -40 U - I 356 - 358 Truss must be installed as shown with top chord up. 0A STATE OF Y - B 0 -1330 I - S 0 -369 B-X 1014 0 S-J 386 0 X-C 0 -967 J-R 21 -23 �qaa� C-W 670 0 J-Q 0 -708 ` 7 W F 0- 629 K- P 0 -1260 Is F-V 735 -15 P-M 1370 0 SEAAL#. V-G 0 -537 M-O 13 0 003SA38EF5581BGS37F4800992E95FB rtAtritsn€:tw beenalezteu:z ' /*god wJ xeatad by WOli tc: PE M. ucr4nwj on the datashown ab Wnga VA�l senecaem�a ftbwdsp raid-do-_r 'Ammgot ccrshwedViandszalad and tfae.'." Ea AcntSmtimcaea rnwt be midfad cax myctectmnk pia:: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary rr�eY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, � nm ynrrenhs.lir as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc'shail not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover page. , listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbLindu .com; [CC: www.iccsafe.org Job Number: 36GS00076 Ply: 1 SEQN: 684297 / T41 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 �FROM:GLM DRW: Truss Label: FT8 Wgt: 141.4 Ibs / ... 05/3012018 f 9'0"8 + 1019" 20,3"8 { 9'0"8 1'8"8 978 j r11„� 1fi f — 2'6"12 2'612 —{ f'— 27"4 W=3X4 =2X4(R) =6X6 =3X4 =4X41112X4 =3X10 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I J K L M N O + AC AB AA Z Y X W V 1114X6(R) U T S R Q p 1112X4 =4X10 1112X4 =5X6 W=H0308 1116X6 =5X6 i 20'3"8 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.385 U 621 360 A 1106 /- /- /- /- / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.673 U 451 240 p 1110 / - /- /- /- 13.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.061 M - - A Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.084 M - - P Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA it Code / Misc Criteria Creep Factor. 2.0 Bearings A & P are a rigid surface. Soffit: 0.00 TCDL: NA psi BCDL: NA psi BldgCode: FBC 2017 RES Max TC CSI: 0.786 , Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.744 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.752 Chords Tens.Com p Chords Tens. Com p Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - 1 0 -4226 I: NA GCpi: NA Plate Type(s): B - C 0 -1197 1- J 0 -4225 Wind Duration: NA WAVE, HS VIEW Ver. 17.02.02.1208.15 C - D 0 -1165 J - K 0 -3411 Lumber D- E 0 -2899 K- L 0 -3411 E-F 0 -3981 L-M 0 -1947 Top chord 4x2 SP #1 F- G 0 -4711 M- N 1 0 Bot chord 4x2 SP #1 G - H 0 -4717 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 4X6 except as noted. Chords Tens.Comp. Chords Tens. Camp. Deflection AC -AB 0 0 V- U 4717 0 j Max JT VERT DEFL: LL: 0.38" DL: 0.35". See detail ' " AB -AA 2245 0 AA- Z 3554 0 U - T T- S 4711 0 0 0 DEFLCAMB1014for camber recommendations: ersxPe. Z- X 3554 0 T- R 3948 0 Additional Notes - . ��+ ` ' Y - X 0 0 R - Q 2779 0 + 2x6 continuous strop back. See detail s ` *NQ 047,182' X- W 4493 0 W - V 4491 0 Q- P 1087 0 STRBRIBR1014 for bracing and bridging $ recommendations.* x ' Webs are square cut except dbl diagonals or as ,- �+ r. Maximum Web Forces Per Ply (Ibs) otherwise shown. - � Webs Tens.Com p' Webs Tens_ Corn P. � Truss must be installed as shown with top chord up. � S ' AC- B 14 0 B 1579 0 U - H H - T 255 -55 0 - 819 a . oe -AB 4a �a AB- D 0 -1457 T- J 488 0 o� D-AA 909 0 AA-E 0 -891 J-R K-R 0 -730 0 -65 E-Z 19 -28 R-L 858 0 # 0 E-X 580 0 X-F 0 -710 L-Q Q-M -1157 1197 0 40 015A `3S EF 56 81 BO BB 7F 48 00 99 2t 85 FS F - V 662 -79 M - P 0 -1513 Mlf=kabt ,wd=fadby WwOzaarttns V-G 18 -228 N-P 0 -40 le .trs.04TWjc c4cdssazhownafaz us5ngasxAa U-H 85 -18 P-O 0 -7 itentitaetuscr9e. zW4"atel�Gt�t'�6e�5.}�55iIXt$*—.CIa33im a1a46LRn5$4tNad 5`�r�SS ffi.�SfS{®tf _ ,, and tf a Z "n�atkvoasda n�nf @e �rrifaed mraeydatror3c �ylns_ "'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, bV TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properylr y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61 D, onr acntnts rrr as applicable. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (2efer to 1., drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI�fP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of prolessiona 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'ovs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbdndu .com; [CC: www.iccsafe.org Boise Cascade Double 1-3/4"' X 16" VERSA -LAM® 2.0 3100 SP IMM Dry 11 span I No cantilevers 1 0/12 slope BC CALC® Design Report Build 6536 File Name: 36CS00076-Beam.bcc Job Name: 4EHB Hayden-2601 "H" Description: DesignslBM1 Address: Lot 76 Creekside 36CS00076 Specifier: City, State, Zip:, FL Designer: GLM Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Floor Beam1BM1 May 30, 2018 09:52:36 ZU-UJ-UO BO B1 Total Horizontal Product Length = 20-07-08 Reaction Summary (Down / Uplift) (ibs ) Bearing Total _ BO, 6" 5,818 B1, 7-1/2" 5,424 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-08 40 15 01-00-00 2 FT3 Unf. Lin. (lb/ft) L 00-00-00 20-07-08 321 119 n/a 3 FT10 Conc. Pt. (Ibs) L 03-09-12 03-09-12 509 189 n/a Controls Summary Value % Allowable Duration Case Location Pos. Moment 25,804 ft-Ibs 69.1 % 100% 1 09-11-15 End Shear 4,881 Ibs 45.9% 100% 1 01-10-00 Hole Shear Moment 2,262 Ibs 80.8% 100% 1 17-07-08 Total Load Defl. U313 (0.754") 76.8% n/a 1 10-02-08 Live Load Defl. U442 (0.533") 81.5% n/a 4 10-02-08 Max Defl. 0.754" 75.4% n/a 1 10-02-08 Span / Depth 14.7 n/a n/a 0 00-00-00 Hole Location Valid Hole Summary Center Elevation Ref. Width Height Shape Orientation H01 03-00-00 8" R 4" Circular Horizontal % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified B1 Wall/Plate 7-1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified Notes Design meets Code minimum (11240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. No 047182 40 015A 38 FF 5681 BO BB 7F48 00 99 2E 85 fB Yid; it= sas bemslacuc 'nr yz93acE WA asladby Md Im anmsu, Pe tn. ac_uxafa2} on F?:a cYa3ssshawn aLcre u�ga bHA•7 .x�ffi�enusadsnsa9a:, «TdaraGacg+{sscStJ3s ducc7max:4 arc naivaasdd'cred xtggse;2and leafed and t`a VIA-.Xavth¢nr'sa4t�-s� od.¢ t'.sav &kd—amp dadmrfs ®BolseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3106 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope May 30, 2018 09:52:36 BC CALCO Design Report Build 6536 File Name: 36CS00076-Beam.bcc Job Name: 4EHB Hayden-2601 "H" Description: Designs\BM1 Address: Lot 76 Creekside 36CS00076 Specifier: City, State, Zip: , FL Designer: GLM Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �-I b d Completeness and accuracy of input must �— be verified by anyone who would rely on a • • • output as evidence of suitability for c particular application. Output here based • � • • on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered a • • • wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = T c = 6" (800)232-0788 before installation. b minimum = 3" d = 12" Calculated Side Load = 440.0 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 3-1/4 in. Pneumatic Gun Nails Construction Details g� ,� _ Top Lloaded Only Com don Double 1-we V Lam qp 17"nr_ See below mine, BC CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-r-, BCI@ , BOISE GLULAM-, SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. When 2 pieces of 1-31r4" Versa-1arriam loaded from abor Nail 9-1/2" and 11 718" beams w/ 2 - rows 16d box or sid Nail 14",18" and IS" beams w/ 3 - rows 16d box or since Nail 24" beams w/ 4 - rows 18d box or sinker nails. 0471,82,. 40 015A 38 FF 513 81 BO BR7F a00, 99 2€85 fB a sstit" udh—a . s%nadaud=Ind6p 1teand,cr. d�M.U.."nsa}anthe &tathaaasaba s*;asm" ars4ra*mmde. aad the$—1.10en —1. emez1beVeIiA.d C0 a ayalezt.A 1., w Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = LOD nri 120 mob Wind Soeed, 15' Mean Heloht. Partially Enclosed, Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace fl (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ON (1) 2x6 'L' Brace I. (2) 2x6 'L' Brace wee 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' 8' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' S P r #3 3' 8' 5' 9' 6' 2' 7' 8' 7' IV 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O H Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 111 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 1 9' 7' 12' 2' 12' 8' 1 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' P. 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' CU I D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8. 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U_ r #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' +> _ U 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' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O H Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10' SO' 12' 8' 1 13' 7' 14' 0'• 14' 0' QJ #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10' 11' 13' 4' 14' 0' 14' V 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, IV 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P F #3 4' 7' 8' 2' 8' S' 9' e' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O �I F Standard 4' 7' 7' 0' 7' 5' 9' 4' 30' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' V 14' 0' X #1. 5' 1' 8' 5' a, a. 9' 11' 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d 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' #3 4' 9' 7' 4' 7' 10' 9' e' 10, V 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' to, 1' 11, 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' I Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI Srice -Pine -Fir Hem -Fir / k2 IStandard1 #2 1 Stud k3 1 Stud 1 #3 IStandardl Dou to Fir -Larch Southern Pinexww #3 #3 Stud Stud Standard Standard Group Be Hem -Fir #1 6 Btr #L ➢ou las Flr-Larch Southern Pinewww #1 #1 #2 k2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 75 PIP over continuous bearing (5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Atioutjt Attach 'L' braces with 10d (a128'x3.0' min) nails. A For (1) 'L' bracei space nails at 2' ox, able Truss In IS' and zones and 4' ac. between zones. )Offor (2) 'L' braces- space nails at 3' o,c. Diagonal brace option. T in 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal eDIF-L 18 A 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length, diagonal brace for 600# ,L, Gable Vertical Plate Sizes at each end, Max web Brace I total length Is 14'. 11E3iE Vertical Length No Splice Less than 4' 0' 2%3 better diagonal 1' Greater than 4' 0', but 3X4 Vertical length shown I brace) single 8, less than ll' Greater than 11', 6' 4%4 In table above. 45• or double cut (as shown) at L 1 W+ Refer to common truss design for upper end. I I I U U peak, splice, and heel plates. ontintmus Benrin 0011 /���fj Refer to the for conditions Connect tlb onn at g Refer to ittlttt �A f+ for 6 lA8 ngth. not adtlressedBbydlSh�D de24llr midpoint of vertical web. chart above „gcl2 -VARFDG- READ NO FTILLOV ALL NOTES -RI THIS BRAVING ..BePORTANT.. rMOSH TMS MAVtNG TD ALL CCRTRACTM RCLUDBIG TIE I1aTALLExs. V - • - �, q�GE�f REF ASCE7-10-GAB16015 _ Trusses require a."....ro in fabricating, hnndliM shipping, Installing and bracing. Refs:; to and ` Ethos I latest ,In of 11 (11,11 +g Component Safety Information, by 11 and "1 for`safety � �' DATE 10/01/14 prActices prior to perforning these functlores. Installers shall provide temporary bating bpoett BCSL�� ion � Yl r 1 1• Unless noted otherwise, top chord shall have properly attached structural sheatNng uW shalt have a attached rVd ceiling. Locations sham Far permanent lateral restraint of webs * Z DRWG A16015ENCI01014 d PONF properly J or Beta as applKobla. APIAY dots to oath face sections 'the Installed per above shall hsee and of truss and ppoosition as shown above and on the Joint Detdls, unless noted otherwise. position 4JIp� Refer to dro.4,ps 16CA-Z for standard plate positions Atpine, a division of ITV Budding Components Group Inc shalt not be responsa,le For any d"aVan from � !�NN 4, i . AN ITWCOMPANY this drawing, any fallure to build the truss In wnfornance with ANSI/TP1 1, or far handling, shIpphng. T_ ss k� , ,�' MAX, TOT, LD, 60 PSF Installation 6 bracing of trusses. A sent on this drawing or cover page gsting this draw4rg, Indicates acceptance of professlorml 9y a.'_4 y\ Y'l 1 Sethis . drawing fee any struetwe sl �1' solely for the design sham The Th��on PeryAand use one rospons�fllty of the &A MAX, SPACING 24.0° 133B9 Lakefront Drive Earth City. MO 63045 For more Information see this Job's genernt notes page and these web sites 94?nteeSRetttll\t ALPIND w%ateelnettw.com TPA ww.tpinst.org) SBCN wwwsbcbwWustry.org) IM 3M.Fvarg _ 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 are 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nr. 1?0 mmh Wind Snead. 30' Mean Halnht. Pnrtinliv Fnrim—al. Exnesure n. K7t = 1.00 S 2"Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace M (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' - S P F #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' u 1� Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14' 0' O I 1 r Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 9' 3' 111 9' 12' 2' 13, 11' 14' 0' J d oi S P F #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 9' 2' 111 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' ill9' 1' 10' 1' 10, 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' p7'9- 8' 3' e' 11' 9' 7' 12, 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8'9'10' 6' 13' 3' 13' 9' 14' 0' 14' 0' _ SPF #3 4' 0' 6' 7' 7' 5' 8' 4' e' 8'10' 4' 13' 1' 13' 7' 14' 0' 14' 0' I 1P Stud4' 0' 6' 7' 7' 0' 8' 4' 8' 8'10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O1 1 Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' (1J S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11, 14' 0' ' 0' 14 #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 1 13' 3' 13' 9' 14' 0' 14, 0' #3 4' 1' 5' 11' 6' 4' 7' I1' e' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' It- 6' 4' 7' 11' 8' 5' t0' 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10111 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Cs LDO U S P F H F r 1I #3 4' 5' 7' 7' 8' 1' 1 9' 2' 0, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' RI.0, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 01-- Standard 4' 5' 6' 6' 6' 11' 8' 8' o, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' XSP #1 4' 10' 8'0'e' 3'9' 5' 1' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d 0j #2 4' 8' 7' 11' 8'2'9' 4' U61 t, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9'1'l' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' DFL Stud 4' 6' 6' t0' 7' 3' 9' 1' 1' 0' IS' 6'14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' o, 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' o' Bracing Group Species and Gradesi Group At S uce-Pine-Fir Hem-Flr #1 / #2 Standard 1 2 1 Stud #3 Stud 1 #3 IStandard 1)ou ins Fir -Larch Southern Plnewtim #3 #3 Stud Stud Standard Standard Group B, Hem -Fir #1 g Btr qi Dou las Flr-larch Southern Pinewww #1 - #t #2 #2 Ix4 Braces shalt be SRB (Stress -Rated Board). ■.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grade — Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over, continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outloakers with 2' 0' overhang, or 12' plywood overhang. Atioutjti Attach 'L' braces with 10d (0.128'0.0' min) malts. )K For (1) 'L' brace, space nails at 2' o,c, nhle Truss In IS' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces. space malls at 3' o.c. Diagonal brace option. ,- In 18' end zones and 6' o,c. between zones. vertical length may be doubled when diagonal 18' � � 'L' bracin must be a minimum of 80X of web g brace Is used. Connect L member length. diagonal brace for 690# 'L' 'Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. jK Vertical Lennth No Sp llce 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal 'r Greater than 4' 0, but 4%4 Vertical length shown brocei single 8, less than l2' D' In table above, 45' or double cut (as shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. ontlnuous Henring Refer to the Building Designer for conditions Connect dlagonn at mld olnt of vertical web. Refer to chart 111liltti! above for max &b` e rt(H#11, length, not addressed by this detail, —VARNDlf" READ AND F13LL13V ALL NOTES ON THIS DRAVINGI .xDMTANT>v FURNISH THIS DRAVINO T9 ALL CONTRACTORS 1I4CLUDM THE INSTALLERS. .,% •,/ T/.,, REF ASCE740-15AB16030 DATE 10/01/14 Trusses require trend care In fabricating, hondllrg, shipping, hst.tling and bracing. Refer to and fail.. the latest edition of SCSI UNAd!ng Component Safety Infornotlgn, by TPI and SDCA) far FeTy ��.� \ �� a pr.ctices prior to p.rfor d g these functions. Inst.U.re shall provide tenpoe-y bratlng per RM.Unless i—t—.t bottom �t� L`ts�` t noted otherds., top chord shntl lmv. properly att.&.d sheathing and chord shot( have . prop.My attached rigid ceilbg. Locatlore sin- Par p.—..t lateral restraint of ebs sand on tI 1J or DID, as applIcablo. Apply plates to each Fnc. shot( have bracing Installed per above the Joint Details, uriess noted otherwise. of tru.s and position s sho+n andar and _ No T DRWG A1603GENC101014 IILII= 71lIJLr_J�l to i Refer to drawings 160anZ for standard plate positions. C—p-ents Group Ina be far d.vi.tlon from — ATE OF AM fTWODMPANY Alph., . division of TTV Duedtrg shot[ not responsible any this wawtng, any f.Aure to buildruss In the tconformance with ANSI/TPI 1, or for ho-drop, shipping, Installation L brocing f trusses. i .sip MAX. TOT. LD, 60 PSF A seat — thL, drawing or cover page Usting this d—ing, Indicates acceptance of professional responsibility sate[y for the demon sfndm. The sdlt.biltY and use of this drowkep P. ` O 4 0 F 1L gtee.rbg far my structure Is the respansO.Wty of the Building Designer per ANSI/TPI 1 Sea2,�jj� 1 .. �C 5� ,51f MAX. SPACING 24,0' _"in Cit133 y MO163045 notes TPI..—tp4.t.orgjeSBCNI C(] ccsufvarg 'itay S � T1,�!!p " t4 ALPINE.I.emiA�Ipb1@fc�1.CGl w+clr�Wgushyarmgle wv. !V PF T 'I Relnfo Menl Go Tr 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' Dr 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2*2X4 2X8 ) No 'L' or 'T' I I brace required + In ileu 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 Nallss 10d Common (0A48'x 3,',min) Nags at 4' ox, plus (4) nulls In the top and bottom chords. Toenailed Nallss 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 detall 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, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOID14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. "VARRuam READ Arm FaL17W ALL NOTES M 11M BRAVDAM SADP[RTANT" nRNISH TM 11RAWIM TO ALL CUMTR CRRS DIMURM THE INSTALLERS. Trusses require extreme care In fabricating, handting. shipping, InstalUng and bracing. Refer to and L' V follow the latest .didas of BCth se C¢v�oni nt Safety Inforswtlal, by TPI and radm for safety prat s no prior to perf ,top these all have installers ens shall provide structural sh a•y b9 am IT.r BC c Unless noted otfier.fse, taP chord shaft have property attached permanent lateral restraint bottom chard shalt have ¢ properly attachedper raid sellTg. LB3. Bans shorn for permanent . ppl plot" t" to a of face ��� f� n shalt have lra�p installed per BCSI sandals the J or Dig, as . sable, Apply plats to each face 0 I�I\\\v li i of truss and po>�tlon as shown above and on the John! OetaRs, unless rested otluMse �.I Refer to drofegs 16OA-Z for standard plate positions. AN 11VV COMPANY ihy do a division of IiV MdIna Components Graayp Inc. shall mot be responsim for nn�y deviation Fran rtg, any Pnlsre to bold the truss In conformance .kin ANSUTPI 1, or for hnnaurg, shippInp, • Installation t bracing of trusses. A seat on this druwN or cover Pape dstVq this drofInp, Indicates acceptance of professional .ng *_. rospa�lkv srolNy ftx� the deslnm sham The sukoblky and use of this drasYp 01— �„ n...a ,- far amy struct r. I.tlx rtspatuttRky of the MAN& q Designs pfr MLS7 M I S e '•,,��oAi.��,r 'r �•O15,T8 e58��43Tf A�W 9DZ85 FB 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -null - Or - End-nait r 01 -1 To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. '' MAX. TOT, LD. 60 PSF DUR, FAC, ANY REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 r, W4X4, Min, W1.5X3 Typ, 2x4 Chords W3X4, Min, w Hip Frame, 'R' Hip frame stops at ptumb cut of jacks to maintain pitch continuity. Hip Frame Details B Hip Frame Common 24' Tr.Asses TYp Stepped Hip System Trusses 2x4 Purlins Setback n cik 1 Hip Pitched and Sheathed Chord Area Hip Framew ______ ___ / B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails @ 6' o.c. maximum spacing, —Y Hip Frame Section B-B Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, be intact attached, I--- Setback -—System Stepped Hip purlins must and property Trusses Use this detail for, 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 hipty ��lts►�;lins• ..vARxwGw aEAB Arm IT$LDV uL rmTEs w THIS aRAvp+a nlHPlilTANTn FUAl76H THIS BRAVAIG TD ALL CWTRACTOILS MUBR/G THE 1RSTALLERS. Trusses .quire e.tre,e care In Pabrlmtinp• horoltinp• shiPPinp• 1,11ip and braci7p. Refer to and GE� �% ��.� LSF` REF HIP FRAME DATE 10/01/14 folb► the latest edition of SCSI CBuRtllnp Canponent Sofaty InfornntWn, by TPI and SBCA) for safety Practkes prior to Perf... hV these fw'.V is. Installers shall provide tenporwY brodn Per BCSI. lMlesa rated otMrrke, top chord shall have properly attached atructurnl ahenthmp aneibatto chord shall have o properly attached ri81tl ceRb,p. LocaYtorts shorn far P._-.nt lateral restrnht of 87 Be APPIY to entl7 face Plus, *- Na c DRWG HIPFR1801014 a ��� shall have bradn� Installed Par BCSI sectbns B3, ar ns npdknbte. plates of truss nM pp.o&= as shown about and an the Joint un ess noted otherwise. �• _ /$' A/iE OF r AI': �iw OOMPANY Refer to drovinps 160A-Z for standard plate Pasitlor- Atol-, a division of ITV Building Conponents Grouupp Inc shall not be responsNie for any devintlon fro, this drowinp, any f Rure to bJld the truss 67 confarnnnce rlih ANSI/TPI 1, or for hantlUnp, sNPP!rV, .Q � � !(�• �" %• � O 9E4ii �, lnstnllatian L br.WB of trusses. A seal on -Oft drasbv or cover Pape Ustft this drask,8, Witcates acceptance of professional InsA}rrueeslponsOilU solely for the tle ah.— rla The sWtobRlty end use of rids drawft for Y \\\ t 73388 Lakefront Drive Earth City. MO 63045 f� era arnntion e this job's gerotnot s p ge ands iheseS.eh sites,Fxb ALPIND wnalpIneltr.conl TPB www,tpinstorp7 SBCA, rew.sbtindustryore, IM wwelccsafe.orp "'�tt, d/IIIIB!lSf i11U MW - 10172 ❑NIOVdS 1�; '�-^1 i s 1tl1Jf 11 'r� .) ,�. S ., O�raios»I'au pZ)l twax�}sn ags•asa MJflS Ewa;suNi•au'Idl �w'••}N�Ivlvuu i3XId�V d 4'1. qaa asa4; Puo a as}ou )—an s,gor R4 aas vo�owAiw a�oo .rod svoe9oa� R1�4uea vnpd tuateye� MCI �.T C,1 f� t7 '�'c;;'-• 'Z�+S I idl/191V .ud �auEpaQ OuR+ITfl do R}1tl9�uOdsa.t al a Rua aoi do ssn Pw 4. ngo}ins ayy woos +P aev .oi RNlos aJ �N '�,t�a�Adaaweve srI srI ee•t/sz•r�v�•an ,?"�i � ,y. y ; ro�naaiwd do s0ua;davo „aoaw rou so; sM O4}sl{ send Na00 ro �0A. vassn.q. jo dgaa9 1 uopollois4 3ScdLS SS 09 'Q� 'idl jo dl { +�' =_ •84d" 'Ou 04 404 . '2 Idl/ISW 4}I, ,ouou.ro um 4 cma; s4} PIIM o} +mlryi Rua '04a s� si4} ai uc%"AaP •�.,ai pMsuodsa.a ZR ;« )ImP -I a� a;� d O eLWIM All is -jq'p 4Nv ANWNODAkU W dSd 0 !-� 0 11 r _ sad „ap P.,^�a .,ai z-vo91 so-,wP esWsyy Pa}ou aa,tun'ayo;afl }4of e% uo- oqa uaa4a co Wo 0 JSd 01 3SdL dSdOt, 01 S1 0£ d of -III OH y� 0Z -Ig 71 0£ --1 31 i ��� +�' -i, I l d \� //,, �� II I -1 �� � a�vd yava a'} sa;%d .({ddy 'algooflddo ao 'OIfl •to LH EH aq;aaa ISJH aad PallaVul ONsv+9 aA., 11.0 sgaa io }ulaiaaJ laJas}% }u,uowad dAi �aoys suAl}axl 6uPN� PIBN A,tpai}a Sl-., ,d o a a4 soa4s P�v40 1 a a4a >o�Tanya PayOa}}a R}ad0 d aA 11a4a paay0 ea;'as1u.4,A pa;� a rv, 1114a I -I Ma11 aol}0uni asap Oupuod +d a; R;aivs 40i Mj?' P� Idl (q 'uopowoiu{ R;aioS ;uauoduOJ eupir ma iv uoq{pa ;sa}al a44 a01Mi Pw 04 iaiay tluPaq Pua 9+nm1s4 rewddMS 'O.RP..4 '� }o�,goi w ago, aua a■a adF�aa sass vy FMMWM attsnvlsru EWAMu VW mSDU No s � �'AOT°1ia UW Md -MNU vA. tbIOTOT09indn DMag b10Z/10/01 31dg �IH13g A3-I1VA AM u'old 6ulwo.43 lo1::1-uod 1!o�ag 4-ulop lloa-ag pu3 dIH luu014•00 AallDA paggn4•S bXti bX2 Aall'OA paliou-aoL4-no Aa o Ao wo 0 11 /� p n❑ a.Aonbg wo}4.og � 3 S paLio:i-Id 6upodS allon l ',o-,yl paa:)xa a.ou saop :�N6!aq lool4.uan aU} so 6uol so }i{nq aq Cow suods Aa6,Ao-1 ++ 'p.douo dol. ay} jo adols au:. 6uolo pa.Ansoaw sl Aapvn alga. L14.oauaq ssnua. alga. jo p.dolgo do} aq4. 6upv Aq Ao,4 6up1Dds u!l And al,ia. a.oua, aa_oN xxx •u6lsap paloas s,uaaul6u3 uo palj!oads so 6upods uilund jo nail ul pasn sassnua. /Callon ACg 'A❑ u6lsap paloas s,uaaui6ua uo pal jpads aslmuay}o so uo 'o'o ,g,2 }o sullund ,A❑ 'uola.olloa.sul ssnua. Capon oa. .Aol Ad pallddo 6uly}nays paa.vu 'pay:)va.a_v Aluadoud {yj.lm paov Aq aq a.snw a.as A(apon ya.roauaq ssnua• 3o p,Aol,lo dol *OTOT❑NVE-IDNEI 1]MN(I ui umoys so 6upo.Aq louo6olp ya.lm paa.}lw Aad sl qam jo y4.6ual-p!w a.o pailddro a.uloua saki lo,Aa:�o3 snonul4.uo6 yx2 'a uawaouo juja,4 ,l, jo nail uI 'o'o ,9 a.v sll'ou (a0'£ x a82T'0) xoq pOT L144m payooa.:i.v ',4a44aq uo aprou6 puv sapads awns 'clam jo ya.6ual X08 ':.uawaD,4o julau ,l, yx2 AClddo ,6-L uvya uapva sgam �Capvn loola.,Aan uo, 'u6lsap paloas s,uaaul6ua uo asim,4ay4.o pa13pads ssaluN '6uloods wnwlxow 'o'o ,j2 :.v sassn A} 6ul}.AoddnS (++) 0-0-OP, <6upodS xoN) ldS/bXS EXI EXI 'xoW 2T 2i bXti �. xvw 0-0-8 --�I bX 4•X2 'xoN 21 2i I'X£ saVvld anoM 96g M1I a -do umogs sa}old lld 's.Aagwaw yx2 a:p ADdas wo,A,4 6ula.00i.4go,4 3o nail ul paa.a_lwuad aq lloNs 'pa,A!nba,A so 4a5,Ao) Ao '9x2 al6uis o wo At s Aagwaw .4vin6uol.Aa. p!los so a.nD acl oa. I46noua buoys sAcall-OA 'umoy5 sro a.nD payDa ld uo a.Aonbs aq Iow p.Aolgo woa.a.og 001 = I-zN 'dsd S="1(1 61 pulM a 'dx3 '6ulpling pasolou3 'a.y6laH uoaN ,06 'Lidw Ot T OT-L 36Sd u❑ 00'1 = a.z>l 'dsd S=-lg 31 pulM '3 'dx3 '6ulpling pa50lou3 14.y6!aH uoaN ,O£ 'ydw 091 OT-L 36Sd ,Aod pallvu-aoa. sllrou G9'£ x .9ET'0) xoq P91 (2) tya.im ssnua_ 6ula.uoddns ACuana oa. Aallvn l,looa yooa.a d )K)K 'uaa.a.aq uo 2## -1-3g '2#/1# JdS '£# dS 17x2 sgaM uaa a aq uo 2#/T# ddS uo N2# dS bx2 p,AoN3 a.og uaa_a.aq .Ao 2# 3-3g 'Z#/i# 3dS `N2# dS yx2 p.AogZ) dol 00'T=4-z>i 13 'dx3 'pasopu3 '4A{6iaH u-oaW /06 'qdw 09T !OT—L 33Sd — 11n:�aCl /'\aWOA 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 Psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, 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 diagonat 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 additlonol loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss desion drawino for oioovback and base truss soecificatlons. Detail A 1 Purlin Spacing = 24' o,c, or less 12 enus unu us cv mux v— oNuuny n, yr awrrn, Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 17 Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nalls (0135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using a minimum of (2> 16d box malls (0.135'x3.51). Purlin Spacing> 24' o.c..c.max Top Chord Scab (Typical Each End) Chord Full Flnt top chord purlins required at Depth both ends, purlln 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. -WARNDKR— READ AND FOLLOW ALL NEITES ON THIS WAVING TALLER 1. , KRIWORTANTn FLM3 jH THIS DRAVM TO ALL CDNTRACTDRS MMtM— viS S. Trusses Fabricating, handling, InstalU'Q and bracingg.. Refer to and � — - .1y require extreme care In shipping, follow, the latest edition of SCSI (Gump component Safety tnf—V.n, by TPI and SBCA) for snFety //�'. ec �� V\VC, practices prior to performing these functions. Instaii-S chap provide tenpsrary braSnq per BCSI. ttoched henthing bottom 17T w,n Unless noted otherwise, top hard hall have properly structural and ehxd shall haven properly attached rigid Locations sinm Par pern lateral restrolnt w,ehs N Oshot!. sect) l.. h have bwclrB Installed Per BCS[ seettons 83, 87 or 810, ns aPWEalee. Apply plot to eaU face of tw6c and sltlon as shown aboveand an the Joint Details, unless noted otherwise. AN tI1NdOMPAN)' Refer to drawings 16OA-Z for standard plate poslVb Alpine, a dlvislon of ITV Md? Co ponents Group Inc. shall not be rasponVble far ony devlotkin fro' tNs dmwtng, any Failure to bull the truss fn conformance with ANSI/TPI 1, or for hondUna, shipping, — +'ti '1L . ATE OF installation L brocim of trusses. llstfig VMS d—k*, Indkates acceptance of m A seal on this draw,tng or cover page professional erg4lew ig responsesUty solely far the deslgr, shorn The sultobillty and use of this dt-nw,t+g �q d kf 13389 Lakefront Drive Earth City, MO 63045 iar any strucdre Is ttw respa�illty of the �Idbg Designer per ANSI/iP2 1 Sec2. For more I.Parnotion see this b'B enernl notes and the" web sites, ALPDr 1 w,wwabMNtw,.cwod TPL wwxtolnstor9 SBCA, nots" MQuestryami ICG wvw.tccsofearg �. Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails <0.135'x3,5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of IOd box naps (0.128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the Followings (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nalts, (4) Into cap TC 6 (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' naps. Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with <8) bd common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach a 8' o.c. with (6) IOd box nails <0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB Wave Plgavback Plate One 28PB wave piggyback plate to each face @ 8' o.c, Attach teeth to plggvback at time of fabrication, Attach to supporting truss with (4) 0,120'x1,375' nails per face per ply. Piggyback plates may be staggered 4 o.c. Front to back Faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 9NIOVdS '3d3 'ana 3Sd 'Q- 'io-6 3Sd �l o% 3sd 71 OER -1Q /� � a vlolansa-ma Dmn t7I/I0/0I 31V(l 3Sd 31 ''�,,��"�►1 '�SgnS 8-13 33?J 3Sd �� 31 1��+++++ 6Jaaaysonraaa ox rBJca4snPWsgsau VMS rwcystgdi•aaa Qdl f-1-16uldlaaaa 13NIdlV rsa}Is qoa a qj. puv o6vd salon 1vJaVa6 s,goj sl4} gas 4ot4aYJoal11 oJoY JOd •ZJa3 i W/ISNV Jad 4MAI-a (kWVH a4 do R;(yQis4o 4441,sl aJrq Rw BuI-vJp sl4i io asn Puv RiIllgviMs ayl woos Uhs" aayyyy Jdd Aaps Ri11t4suvdsaJ dgJaaM 1�1'�ada+d aq aduv;daz�v sa}valnq 'ByavJp SM Wn-S]l a6vd Janoan.+o CAAV. p SM w loss d s•6ul r$y •Ji ao A- Itl"i.vllo: 6u��W a Jl IdLASNV 441- '- - h ay}P} mPJ 'Il )Ja ug}vinP A- Jod aJgl-q you 11.4. -1 dm3 -3 BuiP1MH An do wtgl p v •eytl7 •swi}Isod ,}.Id p-puvis —a z-Vo9l :a�awp d; Ja •asp paiou ssa{P�a� •saa}aH iupf a4i uo Puv awogv uao45 so -1 puv —4. a�vd a¢va of saioid jddv •algoAlddv sv 'OTH Jo Le 'EH -ro .s Ispa Jed paPvisg poJq away 11 sgaa do 4vl .4so, lwaivl SuauvuJad Joi uaoys sugio�ol '�u0I- PION pd4Jv}iv .iv.=pd v ano4 11 Joys 4oiio9 Pw ojpa..45 1,Jr _4. pa4av3;v Am doJd awv4 )INS PJoys dvi •aspJa4io Pa;w ss; 'ISJH Jad BupoJq .(Jouoduai apinoJd Ov4s sJally;sul •swR>wa asay; 6upuoarad o} JgJd sa.ti, 4advs Joa'VMS Pw Idl (q •wliWwaUl .(;aavS ;uauodwad Ou:PUnHf IS3H do u."a isaivl a4; ao Puv of Jaaa7l •5-, vJq Puv 0-MvwA '6uld4 •o-M-4 •Bul}TMJIJgva ul .- aua.gxa a•qn &. sassnJ T117MISNI 311 9M(M-M SZM*VaU= TIv nI 9MVM SITU NSDWU -IWIalld)a-- DUAvaH SINl No S3I13N lle Am-md mro Hv3a --MN VA- ' Julaa gonS •4}6ual .aagwaw qam 30 708 wnwlulw o si Aaclwaw 6ul0.ao,4ulaa •n•o ,9 }o sllou (ulw'.0'Ex,82I'0) p0I 4i•Im •ano3 ,sad goes (p uro43. a aow ON ,qam 3o ano3 apim o} (s)grons Alddy l!�uawaa,40 juiaN gnDs '3ula8--1 dula8_1 L I' ,4}6ual Aagwaw qam }o Log wnwlulw o sl .aagwaw 6ulnuo3ula8 n•o ,9 o silou (ulw'.o'Ex,82I'0) p0I 4:11Im 4nro4•1-tl V4LUl'l-N-J. 3 mo.aurou qam 30 apis uaq:i la o4. Ajddy 40 uoiq-n4.iOF- scjnS jacjwaW 51,00 ON *40 4ue3 a enpO lualaxel 68EE1 ANWWODAU NV IMn 'Clam 30 ano,4 Lana o} clans (I) Aiddy 'clam jo aoo j aplm uo grans Jal.ua0 00 •u61sap paloas s,.4a8ui6u3 uo as1m AZIL40 palf1nads ssalun dagwaw qam uo4} as:p aq jo apo.a6 pun sapads awns ag 0:i. }uawaoJojulau grans 40 ':i.uawanuo,4ujau--1 1}uawan.4ojulau-1 (31()9x2-2 9x2 smo.a 2 gx2 8x2-I 9x2 mou I Sx2 MiIX2-2 9x2 smo a 2 9x2 9x2-I ilxa mo.a I 9x2 6x2-2 9x2 smo,a 2 yx2 jo Ex2 t'x2-1 vx2 mo a l qx2 jo Ex2 Julay gonS 'dulab --1 JO -1 }ulo a}saa azls ;uawana do_4ujab aAj}ou da}1y b13 pal3pads aaolwaW qaM •ads(} :�uawan ao_4ula.a a}oj.ado.addro 4gIm u6lsap un.d-a •I ':uawan tojulau and;ou daa.iro wnwlulw ao3 •anl:�oAJasuoo aq Aow molag }.aoyn ul pal3pads q_uawan.aojula.a anl:i.ou.aa:�ly -:.uawaZ)JOJUla a goos uo 4-uawana.do3ula.4--1 jo }uawan.4ojula.a-1 o:� su6lsap paloas Aid al6uls uo umo4s b-13 paljinads aq, , 6uj6ulup Ao,4 algonllddo Aluo sl llo:.ap s141 lsaO.ON •pa alsap sl pot,l}aw guawan.aojula a qam anl}rou.aa}ln uo a.nq u61sap ssnu} o uo pal,4pads sl (8-13) 1-ujoa4.sab lo,aa:i.o-j snonupwo3 ro ua4m pasn aq o} sl 111o}ap s141 53UIDJO JUla�j �]-]3 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 or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nalling distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member, Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng 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 (0.1280x30, min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector ptate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4' o,c Typical ~ 0 + 0 + 0 + 0 + 2' 1— Stagger = Back Face 10d Box (0.128' x 3', min) Nailsi = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triole Row Staggere Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 e 24 975# 1055# 1495# 1745# Web or Chord 2x6 146K 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L NWnum H L Distance Knhun L Distance H L z4 L L Nail Spacing Detail L —VARNINOW READ AND FMUV ALL NOTES IN THIS DRAVD+w ���` 1 r '+oREF MEMBER REPAIR ■■IMPORTANT- FURMSH THIS DRAWING fo ALL CONTRACTORS DCLUDDC THE D(STALLERS. Trusses requW xt—v core in fnbrk:atahg, handling, aMpping, Installing and brocft Refer to and IN� � fait.. the latest °ditiw of BCSI (Buadng C.nponent Safety Nforn.tion, by TPI and SECA) far safety �' DATE 10/01/14 practice= prior to performing these functions. Installers shalt provide ter�pornry bracing par BCSL No. DRWG REPCHRD1014 Unless noted otherWse, top Chard shall have property attached structural sheatidng on bottom dhow chap Fww a properly attached Held caalnp, Locotlons shoes far pernnnent Interot restrain! of ebs snnU hove bracng instas 5 par aboRCSve sand an the J °r BIB, ils unLessbno Apply platesotherwise. to each fore of 4russ nntl ►►ees ticn as shorn above and on the Joint Details, uNess noted other.l5e. Refer to dra.Inps 16CA-Z for standard plate positions. E �� Alpine, a division of 1TV Ulding Components Grote Inc. shall not be responsible for any devlotion from �t AN 11WC+OMA4NY this d avLg any falture to bL&d the truss In confornanw with ANSI/TPt 1, or for handWhp, sh'pP4+g, !�'t Installation L bracing of trusses. �� A Seat on tNs drowNg or cows page Ustlne this dra.Ig. Indicates—pt.nce of professonot enel eering rasponcmUty =TINY fw the design sho.n. The suitability and ust of this drawing 13389 Lake4onl Drve For any stntture Is the resportffiIsb' of the Mdine Designer per ANSWPI 1 See2 Earth City MO 63045 A1P17, ;�;A p,, Win; o„°�,; ,.;' x.. 0 ss n': cad ttand reese wei,sites (ease 4�fA� �i; A�'1 ��,��t SPACING 24.0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TO TRIM TILLER r EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION• - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING <SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <DR FLAT BOTTOM CHORD SECTIONS OF A TRUSS) WLATERAL BRACING IS NORMALLY REQUIRE➢ 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'-O' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' D.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS wnTP'n ON THIS SHEET f USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :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 POINTS (IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY - 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 BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS <0,113x2,5') 2 3' ❑,C, AT THE FALSE FRAME HEEL JOINT IF DESIRED• - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER CONE 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). _ ovgRlmxi T READ AND rTO AL ALL IRW ON This 131W Ct ttI1WORTANTn FIA2NISH THIS BRAVING TO ALL IDITRACI'�2S 1NCLUBIfd'i TIE DISTALLERS `�,T /r! J'a B FILLER Trusses require ertreme care In fabrkathV' handung, thyll,g, mstnUl and brach9. Refer to and follor the latest etlttlon of BCSl t&diding Component Safety nfornatbn, y 7P[ and SBCA) far safety `�� ` �� v v, �,f., DATE 10/01/14 fl ^oI� 11� ctices prlar to performing these functions. Installers shall provide temporary brndng per BCSL I"ess noted otherwise, top chard shall have property attached structural ahem ng and bottom char shall have n properly attodhed rlpW 1e11nB• Locaibrcs shown forpermanent lateral restraint of ribs Installed per BCSI section shall have and th J or BIB, as applicable. Apply plates to each face of truss antl as shaven ahove an Whit Details, unless rated otherrise. N 7�& DRWG REPBCFIL1014 Q u v in,1position p(i o l Refer to drawings 160A-Z for standard plate posltbns. 4 AN Ii1N [OMPANY glpine, n division of RV B.1dQ Conponents Group Inc shall not be responsible for any devlutbn fromS this drawing, any F.11— to Wild the truss in confornance with ANSLTPI 1, ar for hondgng, shipping, Installation L bracing of trusses, A � OF . �� A sent on this dr4*v or cover Po UstMg this drowhg, Indicates acceptnhce of professional ena. respon ��11{}yy solely far to design sbm The s stabitly and uae of this aradng i �� „�`• 13389Lakefront Drive for al sirucd+rt is the re�onSWky of tie Bvlr�rl Besigher per ANSLTPl i Sec2 �`4t Eanh City, MO 63045 For More infarnation see this Job's general notes page and these web sites ALPING—fitaineltt.com TPA wrttpb9t0r9J SBCA- tw sbclntlust'Y r91 ICO wtwlccanf-9 }•� a, ¢��:+ v� Z3pi,,' �jJA ,hl}tr�__ _ 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) nails at 8' o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. VAwaNle.e READ AND FOLLOW ALL NOTES ON THIS BRAVING sspp�TANTo Ft RNMI TIM BRAVING TO ALL CONTRACTORS INCLUDING TILE INVALIERS. `� �v �%dj f'4 TOTAL TOP CHORD TO REF 2X4 SCAB ❑.H. DATE 10/01/14 Trusses rewire extrene care In fabrlcatft, hondlbrp, shlpp:,g• MstalUng end 1,=% Rofar to and follor the latest edition of BCS[ feWding Component Safety Iniorrmtlon, by 7P[ nrd SBCA> far safety eGENSF (n LOAD NOT C'a - EXCEED 40 PSF DRWG ❑HSCB2X41014 practices prior W performing these functions. Installers shall provide tenporar bradng per BCSL Unless mated oeherrise, top chard shall have property tt.ch.d struct-nt sae 0 and button chord �Q., _ ivo (DEAD PLUS LIVE) S have a property attached Hold ceiling, Locations shorn Par pernonent lateral restraint of sobs have installed BCSL sections or BIg, ils appiic% Apply plates to each face dshownp,tr shall per the J no of truss aM poalHon as above and an the Joint Details, unless noted otherNse. and pas Refer I6OA-Z for = .A. 7� to drawings standard plate positions, Grok, Inc be far an devlatlon fron SATE OF .. AN rTWCOMPANY Alpine, a division of ITV Bulding Components shall not responsible this drnsing, any fnnvre to build the truss In conformance �Nh ANSVTPI 1, or for hwWii li, sWppl g, �. �Q y Instnllntlon L brawl, of trusses. A send on this draibp or cover pope listing this drarinp, Indicates acceptance of professto,nl the this drawing t1 V : 9� A`& �� � ww DUR. FAC. 1,15/1.25 13389 Lakehont Drive re ysolely for the deslgn st— suitability and vse of for any s tlfe respons6llty of the &AIdIngFor Oeslgner per ANSI/TPi f Sac2. �q .®' 'fpNA��Ttttt+ Earth City. MO 63045 �fyF„ SPACING 24' ALPINE, rrvalpUwitr.con TPIerrw.tpY�ct.orgi SBCA� w.sbcl�,agustry orgloICGvverlc wfe.org 12 (2) 16d TOE NAILS T VARIES OPTIONAL SCISSORS BOTTOM CORD 3-0-0 MAX. SPAN TYPICAL END JACK (EJ) N.T.S. r-1�2 VARIES V OPTIONAL TYPICAL CORNER JACK (CJ) N.T.S. (2) 16d TOE NAILS —(4) 16d NAILS See Connection Detail —(4) 16d NAILS See Connection Detail m a_ CONNECTION DETAIL (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM G� 2x4 SYP Nailer 16" Long L 6�-0� MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. tz 16d NAILS B VARIES 2�.Se. (4) Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION '��1191A 1��� �eeee TYPICALING (P.S.F.) t TILE: SHINGLES: o ,, TOP LIVE LOAD: 1 20 20 No MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 d d FLORIDA REGISTERED ENGINEER TOTAL: 1 45 37 STRESS `INC. 1.25 1.25 = �ci LICENSE # PE 47182 WIND DESIGN: MI4X. 160 MPH PER '. .STE OF e 44/ ASCE 7-10 MM. 24° O.C. -*WARNING** Read Read & Fdllow all notes on this drawing. ,R� Furnish this drawing to all Contractors including the installers. eeeS/O �I- �SRSI1AD�g - --_. 9NI3VdS ..s.....�...�-,....a,.,..»..-•.... .n 0�'iios»laar CM IB.tnt • WMS (0mysyd4'au Ila twwWa4dTw' MdM isaus aaa asa44 puo jav'a ou la.,auae sgor Rvs aas u0l;- ..4 amu .j scoeson'4oa q-3 �. 4 . 2-S i IdIA- MM �>M da F4IR +a q •+4•�++4$ Rua +ad w.� _� d- m, pum au . aatWq �d AM-= oo'T 3tid '8na ............... rzx,c. � S M .0 &"DwAMWWAodmSM0- lauopsada+d da aauoydaaaD sga3py 'O�Ma,P sMi Oy4s3) aODd rsaoa .0 0* (wp sR0. MD Pras Y •sassru4 bo BuPn.q Y —14olla4sW dSd Q1 '1❑1 aie�m m13BNJ#i S"+. uwd ua^oNap Ruo is �a i Idl/ISNV WN a�o°°�ad�� M ---4 -% M o} a.n1Nd Fuo •&Yni �sNit d 19Ruadaa� aq Iw limp 'jul d�w,sJ s* a'J upwe Au da AMP a ', ANrtddYYOiNW NY dSd 11 3H wt`' Sy3 dgtta7 '4� >y MY .10 axxks c�% =tee a :.a swWsW e3oM pjW'—is 404 Z-Y04I sou ao* ai -mot �a asp�a pa4au ssapn 'sta3aQ #4W' a4# u P— aAISlp uaa4a ro wq� v.i p. cM4 da WA 0 44y *j wai� suwu add W wow s�vzcn 04Ia� PpN Pao*Wio Awd"dd a aAW 11{D44ss m 1710180 1H211S ❑MW dSd 1Q 3E1 dSd 1Q 31 = : zsea a �H ; '"w; aF `�' � `" P—P puouPs.aeu}p.Da4 a4s I-r4�^� pa4�a}}a Aj d—d a a4 na4s P-tP d(4'a-I-JA4a M.- ssa u�a aad 0 Pjo,wduaplACA nup sianwusul % pawn asa4 etga.mdaal as .+qjd s»p3aN4l p'`- C ;eddz` P i IP Dmlwsw`°& dae uw' `° n' gy � a.�a a. 6 "s�°,i d s:arrris�a Torrou 4i/TO/Ot 31dQ )13VEMN❑KS AM dSd 11 31 aaA m a � '(u014.10w.40Jul 4a,.10S �,uauodwo6 6ulp11nS) IS3S o:� .ea,+au 6ul5pl,4q >{olog6uo.A:), s 6ulp AD6a A uol4.Dw Ao,4ul llouol:�IppD .Ao j 'auldld Aq papuawwo:)a.A A16uo,4:�s sl a eo,4auaq:. pu o 6u16pl Aol >{o'og6uoua s jo uol:DpD:�sul aq::� Aq paoulotiva a,4-o swa:.sAs 400l j 11D jo a:3ulow.4o j Aad aL11 'sda:�sa.00 j sD t4ans spool :�ulod 6ulnow wo.A j 6ul:.Insa A u0l::�0ug1^ 1Dnpisau Ao ,aounoq, aonpa.a on, san,Aas 6uI6pI.Aq >{:)Dg6uo,A:�s 'ssn.44. :,,uaoDfpD uaam:)aq sp-ool �ulod jo uol}ngj,A4.slp aL{q- ul 6uIPID o} u014-IppD uI 'u011.T).Agln 10.44.uoo dlaLi oq, wa:.sAs ssn A:. D Ao j uol:Dpuawwooa.A D sl ,5ul6pl Acl >p-og6uouA s, Aj Dinol:..ADd ,f6ul6pl.Ag, '4.uauodwoo ssna- iDnplMpul qoDa .4o4 s�uawa Alnba.A 6ul:)D Aq aq4. ao,4 (Q(I1) 6ulmD AQ u6lsaa ssn Al aq:: o4 Aa,4ad 'wa:�sAs joo,4 ,4o ,4001,4 AuD jo :.uawa Alnba,A ID An:pn q s 4.u'o:�.Aodwl uo sl ,OupD.Ag, 'Algva6u-oq:)ja:�.ul pasn AluarlD:�slw sawl4.awos a.AD ,6u1>>o Aq, pun ,6ul5pl Aq, sw.Aaa. aL11� ('xlow) 'o'o a0- .oT ::p papuawwoDa.A sl `sIID4.ap ul umotls sD pauol4.lsod 16ul6pluq rloDg6uo A4-s gx2 'wa�.sAs 400ld aq::� jo ssau,4jl4.s aLp- ul as'oa Aoul llDuaAO uD ul 6ul-lnsa.a #sassn.A� yonpinlpul uaam::�aq 6ul ADL{s pool dolanap o:. sl 6ul6pl Ag rID-og6uo Ads jo asod And aL11� ,'.Aagwnl pap- A6 ssa Ads, gxz wnwlulw D aq 11Ns 6uI:)10.4q pun 6uI6pI,4q >1oDg6uo.4.S pV•4 ,',Aagwnl papD.46 ssa,A}s, ,vx2 wnwlulw T) aq llot4s s>{oolq uo_gDos 11'd-da S3AliVNN311d 1N3WH3bllti 9NI❑QIdff A3dS❑N❑NIS A380S .e - ON (2) A eaui3 W3LWa M NDVMNnalS H3Vlltl rT-� 11 (wotin w- �v D s at C4 Ae CA4oPD2a%Ad 0 i4UM23 A wi I 1022 a4 At paAn ar auoN AI 4 S1N3W3dinD321 9NI3VdS 9NI90Ia8 ANUNOa1S a o SIItlN <.o'eX.Baro> Nn9/XOS POTC4) a0 SIItlN C.0'eX.84T'O) NOWW03 POT Ce> /A )100IS MNOV89NOa1S H3tl11V 'N30I8 NO-MSXZ m WO1108 ONV d01 ltl SIIVN (.OTX.82T'O) Nn9/XO8 a0 C.OTX.BVT'O) NOWW03 POT (Z) SIIVN c.o'eX.82 O gpE�(�Z N0 S-Toff POT C4) ao WI33 c.eX.84ro> NOWWo3 POT ce) /M 83M of N3tl89NOa1S H3Vlltl spoq:�aw 4.uawgD-oj4D pa,A.Aa ja.Ad aqq, a.AD 2 puD 1IV13Q 33I1dS 9NIgaida A3VON0US 9NIOVdS SSnal 3N0 1SV3I IV a0J Sa38W3W 9NI98Ia8 N3V89NOa1S dVI 'NMOHS SV 9NI3IIdS jo n3Il NI 131ON 8tl3S '3'O .9 9XZ .0- It, SMON a NI SIIVN C.O'eX.82r0> Nn9/-Toff POI H1IM 8V3S H3tllltl •0— 4 a3H13901 9NI98Ia8 N3tl89N0a1s line T sllD:�aQ 131❑N I SN❑IiVaN3WW❑33�1 ❑NI❑MIE A3Va9N❑ JiS I