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HomeMy WebLinkAboutTRUSS 9-10-18RANEY COMPONENTS 71ey 19900 Independence Blvd. Groveland, FI 34736 NPO"-" 7 5' "C one: (352)429-9429 - (352)429-0304 ' Fax: (352)429-7429 -JOb information: Address: E Cus�merName: Creekslde Lot47 DR Horton 8748 Cobblestone Dr DesiripUon: 4EH6 Hayden-2601 "H" OL City, state, Zip: SX Fort Pierce, FL . LI Order # JOB # 36CS00047 Printed: Mon, Sep 10 2018 FOR Name and License Number: .:ILFdLj.,,y §111V11„a1.LIF... Rood Loads: floor Loads: TC ve: TC Dead: BC Live, BC Dead. TC Llve: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Blrl . Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FB6 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRG & C&C w/M VI Pad6s or sheets covered by this seal from: 1 thru 43 Total 43 II# DESCRIPTION SEQNO # DESCRIPTION SEQNO # ' DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 AS 6 A6 7 A7 8 A8 9 A9 10 Bi 11 B2 12 B3 i13 C1 14 Bill 15 BJ3 16 BJ3L 17 BJ5 18 13J5A 19 BJ5L 20 EJ7 21 ERL 22 CJ7 23 MV1 24 MV2 125 MV3 26 4C7 27 402 28 4BJ1 29 4BJ3 30 4BJ5 31 4EJ 32 4EJ3 33 4EJ6 34 4CJ3 35 4CJ7 36 Fr1 37 Fr2 38 Fr3 39 Fr4 40 Fr5 41 Fr6 42 FT-7 43 Fr8 RECEIVED OCT 2 9 2010 Permitting Department St. Lucie County 40 0165OF 10 6E 1E 10 89 9A 911F 61) 89 SS F7 "This,drawing has b'een,electronirany,signedand.sealed by Aanud Martlr er,: NL,{FL. lit' 941162) on the daWshovin above usingi SHA-lauthenticationcode. P�imed-capies, of ahis .dotuinent..ase'not consideredsigned ,and sealed and.. the SHA-1 authentication 'tode ,must 'be vet" on'any eletttoni[ copies, Page 1 of 1 Digitally signed by Manuel Martinez DN: c=US, o=M AND E ASSOCIATES P.A., ou=M AND E ASSOCIATES PA, cn=Manuel Martinez, 0.9i23G7:79200300.100.1.1=AO109 69000001304798E219000OA517 Date: 2018.09.10 0&05:27 -04'00' fr Job Number: 36CS00047 Ply: 1 SEQN: 6841811 T2 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al Wgt 226.8 Ibs / ... 09/10/2018 4X6 3a 77"11 "2 4'1 10"2 1B'3"4 1 21'4"12 24'9"14 31'5'13 2' '5 39'8" 17.11 IT'3'5"2 3'1"8 3'5"2 67"15 7'7"11 !;-15X6 Fin G 9003X4E H @3X4 12 5 r:__1 84X6 o_3X4 ,,t I J�3X4 `v g3X4 co (A2) 9 4, - K�4L6(A2) !; 18'1"14 T S R O P O N M 1112X4 =4X6 =3X4 aQX4 i=3XB =3X4 =4X6 IM4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° F1' T5"15 4'6"1 26"10 3'8"10 2'11"12 3'10"6 2'6"10 46"1 7'5°15 1� T5"15 12' 14'6"1 18'3"4 21'3" 25'1"6 27'8" 32'2"1 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0267 Q 999 240 B 1550 / 786 1866 / - / 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: it Snow Duration: NA HORZ(LL): 0.079 M - - Wind reactions based on MWFRS Des Ld: 37_DO EXP: C HORZ TL 0.148 M - - ( ): B Min Brg Width Re 1.8 q = NCBCLL: 10.00 Mean Height: 22.09 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf p BldgCode: FBC 2017 RES Max TC CSI: 0.556 Bearings B & K are a rigid surface. Load Duration: 125 MWFRS Parallel Dist: h!2 to h TPI Sid: 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 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 G - H 16(5 -20M Lumber B - C 1949 -3186 H -1 1646' -2495 C - D 1623 -2503 I - J 1623 -2507 Top chord 2x4 SP #1 D - E 1647 -2496 J - K 1950; -3186 Bot chord 2x4 SP #1 E - F 1513 -2102 K - L 23, 0 Webs 2x4 SP 93 F - G 1432 -180 Wind i Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) y . Chords Tens.Comp. Chords Tens_'Comp. B - T 2876 -1654 P - O 2226 -1249 T - S 2672 -1654 O - N 2872 -1681 46ittAt{tttt 0� S - R 2872 -1654 N - M 2872 -1681 4ta5 R - Q 2226 -1222 M - K 2876 -1681 .j��rr����#®� Q - P 1889 - 976 ' )ID2 , Maximum Web Forces Per Ply (Ibs) .+* Webs Tens.Comp. Webs Tens. Comp_ ,e T - C 294 -15 P - G 642 -448 U !OF" C - R 486 -693 P - H 513 -682 �"�� R - E 450 - 210 H - O E - Q 516 - 688 O - J 448 -207 487 694 !A� * F - Q 645 -449 J - M 294 -17 F - P 193 -186 SERIAL# 400165OF 106E 1E 10 89 9A 911F BD 89 SS F7 <This, drawing has been etectsgnkanvjIgned and,sealed,.hy .Manuel Martine' 'P.L,(FL U6, 071M o"he date's6ovia above Using S(1A4autbetditatlancode. Pi nted.ioDies,:of'this Aowment aii,hkcunsideted sign.ed sand seakA and: the' 'SHA-I authei itotion cade,roust be iveriliedan`.aayelect(oaiccupies: "' ""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 f Safety information, b TPI and 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 qqid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, le_ ADDTv plates to each face of truss and Dosition as shown above and on the Join Details, unless noted otherwise. f2efer to a division of ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability any ' .II F4E� Num'}ier: 36CS00047 ] Piy: 1 SEQN: 684175 / T8 / HIPS B H den-2601 "H"OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM:GLM DRW: ss Lapel: A2 Wgt: 226.8 Ibs .. / ... 09/10/2018 i 1 r 77"12 6$"3 67"105 T 2'1°74� 5'8""" 24'1"14 . 67' 1 4 77"l2 - a5X8 =5X6 F G a3X4E H'-3X4 12 5 p 04X6 03X4 e SEAT PLATE REQ. T S R Q t12X4 aHO308 m3X4 m3X4 414X6 JJZ$U4 P O N M =US m3X4 -H0308 112X4 SEAT PLATE REQ. 39'0" 4'6" 26"10 2'5"6 5'6"4 27°2 2'6"10 4'6" T6" 1� 12' 14'6"1 1T 22-6"4 25'1'6 27'8" 32'2" 39'8" Loadtrig Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL:, 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL; 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 Q 999 240 B 1598 /787 1872 ! - / 286 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.582 Q 999 180 K 1592 1787 / 872 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.084 M - - Wind reactions based on MWFRS Des L ; 37.00 EXP: C HORZ(TL): 0.153 M - - B Min Brg Width Req = 1.9 NCBCLL 10.00 Mean Height: 21.83 ft Code / Misc Criteria Creep r. 2.0 P Facto K Min Brg Width Req = 1.9 Soffiit:lI 2.00 TCDL: 4.2 psf BCDL:5.0 psf P BldgCode: FBC 2017 RES Max TC CSI: 0.571 Bearings B & K are a rigid surface. as Load � uration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.607 Bearings B & K require a seat plate. Spacifig: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.817 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 1617 -2320 r Lumb1i 9278 6 li C - D 1656 - 8 J 1656 -2613 Top chord 2x4 SP #1 D - E 1679 -2615 J - K 1978 -3292 Bot c ord 2x4 SP #1 Webs 2x4 SP #3 E - F 1627 -2350 K - L 23 0 11 F-G 1519 -2121 Brace g (a) Coptinuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 'T" reinfar;ement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web r .ember. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2987 -1689 P - O 2324 -1277 @ 6" oc. T - S 2983 -1688 O - N 2970 -1715 S - R 2983 -1688 N - M 2970 -1715 Load g�tri�t$ R - Q 2338 -1251 M - K 2974 -1715 Truss passed check for 20 psf additional bottoma� *� Q P 2134 -1085 chord dive load in areas with 42"-high x 24"-wide -141 '' t ' Y clearance. I,p , No 047162Z. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ Win Mein er design based on both MWFRS and C&C. 9 �, , �w + T - C 296 - i6 P - G 696 -430 a C - R 486 - 695 P - H R E 413 207 H O 491 - 609 412 m rar - - - -206 's,,'Ny� E - Q 494 - 606 O - J 487 - 695 728 -469 J- M 296 -17 F- P -169 40 0165 OF 1B 6E SE 1089 9A 911F BD 89 55 F7 'ibis - drawing has been dectignically,signed and sealed by Manud Martinez, P.B #i. Lit: 947182) on the date shown above using SNA-1 authentication code. Printed 'Copies „of,tbis;docuroeirt are not considered signed and sealed bml`the'SHA•1 autheittitatiun,'fode must be verified qo any electronic copies. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpi e, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus ;in conformance with ANSIri P1 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 liuse of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes Page and these web sites: ALPINE: www.aloineftw.com: TPI: www.tainst.oru: SBCA: www.sbcindustrv.com* [CC' www.icrsafe.am r r Job Number: 36CS00047 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 .. / ... 091,,10/2018 T7"11 'r�13 15' { 19'10" } 24'8" } 31'S"13 'y2'p"5 39'8" 77"11 619113 4'to" 4'10. 6.9.13 T7"11 c5X8 112X4 = 5X8 E F G 1112X4 m4X6a3X4 =3X8=3X4m4X6 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39.8• 6'6'1 1' 4'10" 4'10" 1' 66"1 7'5"15 14' 15 19'10" 24'8 25' " 32'2"1 Loading Criteria (psf) Wind Criteria' TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 21.41 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 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 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL): 0.211 F 999 240 Lu: NA Cs: NA VERT(TL): 0.575 F 999 180 Snow Duration: NA HORZ(LL): 0.081 L - - HORZ(TL): 0.150 L - Code / Mist: Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 TPI Std: 2014 Max BC CSI: 0.620 Rep Factors Used: Yes Max Web CSI: 0.404 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 016S OF 1B 6E 1E Sit 899A 911F 6D 89 SS F7 Thin dtawing has been :elecu9nicgpy,signed and sealed by 'hianuel Maitiee:, M (FL.tic. iAA7lkl on the daWihovro above using a SHA-iaattieaticatiortCode. ofNi4 Pihned'coDies,;�, MkStf dauiiaem'aie uot',cansided teU. signe add sealed imd the SHA-i'autheon. coAe must be vettiied on'aMr electronic copies. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1550 / 788 / 878 / - / 256 / 8.0 J 1550 /788 /878 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 23 0 F- G 1690, - 2320 B - C 2018 - 3189 G - H 1679 - 2465 C - D 1655 -2477 H - I 1655 -2477 D - E 1679 - 2465 I - J 2017 - 3189 E- F 1690 -2320 J- K 231 0 I, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ,Comp. B - R 2880 -1728 O - N 2210 -1275 R - Q 2876 -1728 N - M 2876 ­1754 Q - P 2876 -1728 M - L 2876 -1754 P - O 2210 -1248 L - J 2880 -1754 Maximum Web Forces Per Ply (Ibs) 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 - I 522 . - 724 E-O 245 -166 I-L 301 -16 F - O 191 - 213 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qguire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) t safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le_ Aoniv oiates to each face of truss and position as shown above and on the Joinf Details. unless noted otherwise. k4fer to a division of ivi 1,or Torn acceptance any structure failure to build the g or cover page in. The suitability Job Num er: 36CS00047 Ply: 1 SEQN: 684167 / T6 !HIPS 4EHB H�I den-2601 "H" OL [DR Horton 14EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: A4 Wgt 204.4 Ibs / ... 09110/2018 i 77"12 + 13' 77"12 5'4"4 19'10" yy 26'8" yy 32'0"4 �_ 39'8" 6'10" T 6'10" T 5'4"4 T 7712 55X8 102X4 =5X8 D E F ,2 T 5 p 03X4C G ZZI3X4 M (( i0 0.A2) 8 H=416(A2) 18'1"14 P O N M L K J 1112X4=3X4=3X6 e33X8=3X6M3X4 1f2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39B" I 7'6" 5'6' 1' 5'10" 5'10" r, 5'6" 7'6" 1� 7'6" 13' 14 19'10" 25'8" 26' " 32'2" 39'8" Loadt ''g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U I Rw / Rh / RL I W TCDL: ' 7,00 Speed: 160 mph Pt 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 1550 1789 /879 / - /- 18.0 BCDQ 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.079 J - - Wind reactions based on MWFRS Des L� EXP: C HORZ(TL): 0.148 J - - B Min Brg Width Req = 1.8 NCBC�11-: 10.00 Mean Height: 20.99 ft Code ! Misc Criteria Creep Factor: 2.0 = H Min Br9 q Width Re 1.8 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.603 Bearings B & H are a rigid surface. Load uration: 1.25 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. Spaciri6: 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 MRT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. II 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 -2636 C - D 1800 -2636 G - H 2O31 -3163 Top, cf lord 2x4 SP #1 Bot c ord 2x4 SP #1 D-E 1927 -2716 H-1 23 0 Web Zx4 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 2848 -1737 L - K 2377 -1406 O - N 2377 -1380 K - J 2848 -1763 N - M 2377 -1380 J - H 2852 -1764 ��ti{ltllt'� Maximum Web Forces Per Ply (Ibs) +` �•*���«m�t`�� Webs Tens.Comp. Webs Tens. Comp. P-C 250 -17 M-F 434 -313 047182C-O 415 -548 F-K 443 -221 D - O 443 - 221 K - G 415 - 548 D-M 434 -313 G-J 250 -18 E - M 351 -401 40 0165OF 18 6E 1E to 89 9A 911F 8D 89 SS F7 :This, drawiag has beem;dectionica8y,sipied and sealed by Mind,. Martinet, P.E. OL tic. N7182) on the date shown above using 4 ik-1 authenikation.coft Printed topies,pt,this,d6tobierg vie :not;coaddered,signed ,and sealed anditbe SHA-1 authentication code must'be vetifieC gn`any eittvodte copies. - - '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, install ing and bra cing. , Refer to and follow the latest edition of BCSI (Building non Safety Information, by TPI an SBCA) tot sa ty practices prior to performing these functions. Installers shall provide temposry per BCSI. Unless noted o-therwise,I p chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, 67 or 610, cable. Apply plate. to each face. of truss and position as shown above and on the Join Deunless noted otherwise. (2efer to Is 160A-Z•for standard plate positions. a division of ITW Building Components 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 handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this drawing for any structure is the responsibility of the Building Designer per ANSIlrPI 1 Sec.2. r e Job Number: 36CS00047 Ply: 1 1 SEQN: 6841611 T5 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 2 FROM: GLM DRW. Truss Label: A5 Wgt 204.4 Ibs I .. / ... 09/10/2018 T ®4X6 �r SEAT PLATE REQ. 77'13 11' 17'1' 21' 22'8" 2 28'8° 32'D'3 39'8" 77'13 3'4'3 6'1° 3'11"5'11"4 3'4°3 T7"13 :5X8 =3X4 =3X6 112X4 --5XB D E F G H T co 16(A2) �18'1"14 112X4 =3X4 =4X6 =3X4 =3XB =4X6 =3X4 112X4 SEAT PLATE REQ. 39'8' 7Wl 3'5"15 3' 2'9°8 5'11'14 2'11"4 3' 3'5°75 7'61 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 Snow Criteria (Pg,Pf in PSF) Deft/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 Pt NA Ce: NA VERT(LL): 0.260 G 999 240 B 1550 / 790 / 875 / - ! 197 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 G 977 180 J 1550 / 790 / 875 / - /- 18.0 BCDL: 10.00 Risk Category: I( Snow Duration: NA HORZ(LL): 0.082 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.153 L - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 20.58 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.606 Bearings B & J are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.511 Loc. from endwall: not in 9.00 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2160 -3113 Lumber B - C 2052 -3156 G - H 2160 -3113 C - D 1922 -2790 H - 1 1921 � -2790 Top chord 2x4 SP #1 D - E 2150 - 3098 1- J 2052� - 3156 Bot chord 2x4 SP #1 E - F 2160 -3113 J - K 23 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens.! Comp. B - S 2844 -1754 O - N 2534 -1530 S - R 2840 -1754 N - M 2534 -1530 R - Q 2534 -15M M - L 2841 ' -1780 Q - P 2534 -1505 L - J 2844 -1781 8ttttetl3tJj. P-O 3118 -1880 Maximum Web Forces Per Ply (Ibs) 0 71$2 ' Webs S-C C - R Tens.Comp. 219 -20 342 - 420 Webs G-O O - H Tens. Comp. 296 -326 734 -499 i *w '►�' D- R D - P P - E E - O 378 -242 721 -488 300 - 330 102 -98 H- M M -1 I - L 382 -244 343 -421 217 -21 40 0165OF 196E 1E 1089 9A 911F BD 89 SS F7 %1Ms^diawing,bas heen,.eleatonirally;figned, and sealed by Manuel Martine P.E. (FL'1io. Y47187J on the date shown above using iSk*lautheatkaU6n cod& Pliided topies,;or this OPament are tror.ionsidered s!gned and sealed and, the BFIfrl auth6dcaii6n: tode, must he verHietl,9n;arty.,elecironic to{rles. **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 an r7 SBCA) f4or safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted oo herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, fZrfer to 60A-Z for standard plate positions. a division of ,ipi 1,ortorh acceptance sny structure failure to build the g or cover page in. The suitability F Number: 36CS00047 Ply:1 SEQN: 684157 / T3 / HIPS B Harden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM:GLM DRW: ss La¢el: A6 Wgt: 190.4 Ibs .. / ... 09/10/2018 4'9"14 9' ifi'5' 21' 23'4'1 30'8" _i_ 34'10"2 39'8" r 4'9°14 4'2"2 + 7'5" + 4'7" + 2'4"124 7'3"4 42 4'9"14 M5X8 =3X4 =4X6 012X4 m5X8 12 D E F G H PPF" i Q P O N M L =3X4 =4X6 =4X4 =4X10 m4X6 m3X4 T 6(A2) a �16'1'14 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5' 2'1"8 T3"4 2'3"4 5' 9' 1� 9' 14' 16'1" 23'4"12 25'8' 30'8" 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# • Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.339 G 999 240 B 1550 / 801 / 867 / - / 167 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.922 G 749 180 J 1550 / 801 1867 / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.090 L - - Wind reactions based on MWFRS Des Lill 37.00 EXP: C HORZ(TL): 0.167 L - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 20.16 ft Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: II 2.00 TCDL: 42 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TIC CSI: 0.741 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.706 Bearings B & J require a seat plate. Spaci �9: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.950 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 Lumber B - C 2153 -3226 G - H 2555 -3778 C- D 2001 -2997 H- 1 2000 -2996 Top chord 2x4 SP #1 Bot c 9rd 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 Webs 2x4 SP #3 E - F 2555 -3778 J - K 23 0 Wind I Maximum Bot Chord Forces Per Ply (Ibs) Mem er design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - Q 2927 -1873 N - M 2736 -1673 Q - P 2737 -1648 M - L 2736 -1673 P - O 2737 -1648 L - J 2928 -1899 gg�i1<837fltf fr O - N 3784 -2321 4++,sf� ® Marimum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o 047102 �� �' C - Q 249 -211 G - N 349 -397 � D - Q 360 -108 N - H 1174 -778 D - O 1151 - 760 H - L 363 -109 STATE O-E 351 -401 L-I 251 -213 .1 SERIAL # 400165OF1B6E1E10899A911F RD89SS F7 this,drawing has been electi0nicany.signed and sealed -try Minuet Martinez, P.E. (Ft. 18:. 947M) on the date 5111 a6ove usi� aSHA-iauthemicatiae.code. P�imetl'ioDies, of ,this,Qowmeiit:aie porconsidefed signed =and sealed and -the SNA-i authentication code must b oi[e vesitled ou'any electiocopies: ""'WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! II —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tres es re ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comonenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta ed rigyid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTailed per BCSI sections B3, B7 or B10, as a�piicabie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to draw;ngs 160A-Z far standard plate positions. Alpine, a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus$lin conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, Ilsti g this drawing indicates accepptance of professional engineeringg responsibility solely for the design shown. The suitability and se of this drawing for any structure is fhe responsibility of the building Designer per ANSII 1 Sec.2. Job Number: 36GS00047 Ply: 2 SEQN: 684163 / T23 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A7 Wgt 231.0 Ibs / .. 09110/2018 T 124"6 17'3"9 1 211 273"38 2 3 T 5 -4 411"2 321° 1"0' 110 7'8" 12 =3X4 912X4 m5X6=3X4 m3X4 06X6 5 p' C� D TC2 E F G H TC3 i T T. m fo I�=4Xl%B3) B A -4X�6(B3) ro 8'1"14 133 I 1� T S R Q P O N M L II2X4 =3X10=H0710 =3X10 -3X4 MH0710-MM10 M2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" �1� 62"4 1 5'V2 +2'0"1q 5'2"10 .y1 3'1"13_ L 5'1"2 6'2"4 L1. " 6'10"4 1111 "6 14' 379 226"3 T 25'8" "1 2 0 l q 32'9"12 + 39' , 88. 8H �1T3"9-� 2' T8"10 39$" Loading Criteria (psf) 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 / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pit NA Ce: NA VERT(LL): 0.503 G 938 240 T 3711 12159 / - l - 1- 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.360 G 507 180 J 3711 12159 / - / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.097 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.180 L - - T Min Brg Width Req = 1.9 Mean Height: 19.74 ft NCBCLL: 0.00 Code I Misc Criteria Cree Factor. 2.0 p J Min Big Width Req = 1.9 TCDL: 4.2 psf 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.508 Bearings T & J are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: D 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 (Isis) Loc. from endwall: not in 4.50 ItFT/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, HS VIEW Ver: 17.02.02.1208.16 A - B 11 -9 F - G 3986 -6814 Lumber B - C 2603 -4465 G - H 3971 -6793 C - D 3440 -5890 H - 1 3440 - 5888 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: D - E 3986 -6814 I - J 2603 -4465 Bot chord 2x6 SP #1 Webs 2x4 SP 93 E - F 3986 -6814 J - K 11 -9 Nailnote Maximum Bot Chord Forces Per Ply (Ips) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. I Camp. Top Chord: 1 Row @12.00" o.c. B - S 4102 -2383 O - iJ 5971 -3497 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. S - R 4085 -2381 N - M 5971 I -3497 Use equal spacing between rows and stagger nails R - Q 5973 -3498 M - L 4086 -2381 in each row to avoid splitting_3t1!&Ifl:i 0 Q - P 5973 -3498 L - J 4103 -2383 Special Loads g� � P - O 6823 - 3998 -(Lumber Dur.Fac =1.251 Plate Dur.Fac =1.25) ........... Maximum Web Forces Per Ply (lbs) TC: From 55 to 55 7.00 *�A. `, ". 'Comp. pif at -1.00 plf at s� 18 ' Webs Tens.Comp. Webs Tens. TC: From 28 plf at 7.00 to 28 pif at 32.67 �. TC: From 55 plf at 32.67 to 55 pif at 40.67 :; �, � S - C 329 -53 G - O 260 -291 BC: From 4 pif at -1.00 to 4 pif at 0.00 b C - R 2066 -1212 O - H 952 -549 BC: From 20 pif at 0.00 to 20 pif at 7.03:jr w TAT ; F * w R - D 565 -803 H - M 566 -807 BC: From 10 pif at 7.03 to 10 pif at 32.64 D - P 968 - 562 M - I 2064 -1212 BC: From 20 pif at 32.64 to 20 plf at 39.67 BC: From 4 39.67 to 4 40.67 +*�,�• �A+'*�'" �� .yg 1�*" * E - P 254 -280 1- L 330 -54 pif at plf at TC: 376 lb Conc. Load at 7.03,32.64 . �w 01 9w + P - G 14 -10 TC: 169 lb Conc. Load at 9.06,11.06,13.06,15.06 41 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 # BC: 494 lb Conc. Load at 7.03,32.64 ,SERIAL BC: 126lb Conc. Load at 9.06,11.06,13.06,15.06 40D1,650F186E1E10899A911F.BD8955F7 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 'This, drawing has:been eleatonlrapy;ognedand sealed by Manuel; Martinez,P.E. jTL lh. t47162) on the date-shovm Wind above usinga SI14-lautbeatication code. Wind loads and reactions based on MWFRS. Pihdetl'topies, of 'thii ;dowmeirt. are not considered signed '',and sealed and, the SHR-1 authemitaiion. tode. must, be veritied onan4 eleRionictoQies. **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 to these functions. Installers temporary Component Safety Information, b TPI an7'SBCA) for safety practices prior performing shall provide bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections have a properly B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�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, bracing trvsses.A on this drawing or cover conformance with or shipping, installaflon and of seal listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. page. _ The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. I 0ply: 4EHB H6 den--228 01"H" OL /DR Horton /4EHB Hayden-2601 "H" OL I City: 1 .0 Ibs I FROM: G8L4M85 / T15 / SPEC I DRW; 09/10/2018 I Truss T 0 13 TCLL: TCDL: BCLL: BCDL: Des Lc NCBC Soffit: Load C Spacir Lumb� Top It Bot cti I' } -�S 7T"12 11'10.° I 18'62"i 0"2+ 396" T712 3423'2"4 6'0°9 11T7 149"tV085 424'9"14 12 13=5XVS6X10(SRS) M2X4 m4X6 =3X4 T 5 p E F G H =5 BI I ?3X4C T �goo 2X4 N sIV ro �A2)g �K--�4X(5(A2) 1 18'1"14 T S R Q P O N M 102X4 =5X8 1112X4=1-10308 =3X8 04X4a4X6 m3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" - 1' 7'6" 3'4" T2"i4 4'8"9 6'D"9 .(10,"y13 5' 9' 1' 7'6" 10'10" 1 ' 141 18+ 24'9"3 '25'B° 30'8" + 39'6" 12'9"1 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.352 F 999 240 B 1550 / 788 / 859 / - / 194 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.959 F 720 180 K 1550 1790 / 862 / - /- / 8.0 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.091 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.169 M - - �) B Min Br Width Re 1.8 9 q 10.00 � 9.00 Mean Height: 20.54 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 Bearings B & K are a rigid surface. ation: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.665 Bearings B & K require a seat plate. 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.769 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(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: 17.02.02.1208.16 A - B 23 0 G - H 2668 -3869 B - C 2111 - 3158 H -1 2503 - 3623 C - D 1986 - 2792 I - J 2024 - 2985 12x4 SP #1 D - E 1996 -2767 J - K 2186 -3229 I #1 E- F 2669 -3869 K- L 23 0 1 SP #3 SP F - G 2668 - 3869 design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2846 -1791 P - O 3659 - 2290 T - S 2842 -1791 O - N 2722 -1691 tittlttfr{ t S - R 3345 -2097 N - M 2722 -1691 arts R- Q Q - P 3348 -2097 3348 -2097 M- K 2931 -1931 N1Na,"aw`{�� ..No 047+'*1 Maximum Web Forces Per Ply (Ibs) " Webs Tens.Comp. Webs Tens. Comp_ ffi T - C 242 -22 F - P 301 -338 OF C-S 348 -435 P-H 252 -168 D - S 2018 -1422 H - O 389 -469 v,° tii,® E E _ 13311 -186 0 1070 733 R 5 M - 112 E-P 614 -407 M-J 265 -232 SERIAL'# 4D 0165 OF 186E 1E 10 899A911F 8D 89 55 F7 i'rhis'drawing has been eiectionicany,signed and sealed by Manuei: Maaine"' P.E. ¢L.Licr 9471M) on the date shot -in above using SHA4authentication code. .Printed ,topies,;ot,this.dowmeirt�.ate notcomidered signed �aad ieated ands the SHhd autheotication code must be �vet8ie0 an anV eiectFQE Copies. —WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. ADDiv Dlates to each face of truss and Dosition as shown above and on the Joinf-Details, unless noted otherwise. (tefer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drawing or cover pia�ge_ . this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su' bility ie of this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. infonnation see this iob's general rotes Dam and these web sites: ALPINE: www.aloineitw.com: TPI: wwwAiAnst.cm: SBCA: www.sbcindustrv.com: ICC: www.iccsafe. r IJob Number: 36CS00047 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 / ... 09110/2018 5't.'10 10'10" 1B'3"10 21'7"13 252"11 28'9"10 32'8" 5'to"10 4'11"6 3'10" 3'7"10 3'4"2 3'6"14 3'6"14 3'10"6 T T 12 5 � 015X6(R) 10 IU2X4 TC3 -7X8 °°4X4 °•6X6 T E F Gm3 H I TC4 J I 03X4C T o =4X6A(At)B >(a) K=4L16(B3) D 1 3:1 1 I _ 18'1"14 T S R Q BC2 P O N M 012X4 o6X10 mH0710 =4X10 m4X6 m4X4 E--H0710 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' F 5'B"14 5'1"2 38"4 3'9"6 + 37"10 + 3614 3'6"14 3'8"10 + 6'2"4 i 1' 5'8"1414'6"4 18'3"10 21'11"5 25'6"3 291"2 r 32'912 39' ,uF 9 " Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.517 P 914 240 U 3000 11680 /- /- /- 18.0 BOLL: , 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.399 P 493 180 K 4119 / 2345 /- /- /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.119 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.220 D - - U Min Brg Width Req = 1_8 Mean Heiqht: 20.54 ft K Min Br Width Re 2.1 NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.616 Bearings U & K are a rigid surface. Soffit 2.00 BCDL: 5.0 psf Bearings U & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.810 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: No Max Web CSI: 0.917 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 11 -10 G - H 4565 -8087 Lumber Wind B - C 1944 -3486 H -1 4167 -7355 C - D 1865 -3323 1-1 3516 -6196 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: Wind loads and reactions based on MWFRS. D - E 1860 -3321 J - K 2828 -4972 Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP 93 E - F 4068 -7234 K - L 11 -10 F - G 4067 -7233 Bracing 1 it (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens.' Comp. i Naiinote B - T 3195 -1774 P - O 7436 -4218 Nail Schedule:0.128"x3", min. nails T - S 3194 -1776 O - N 6313 -3588 Top Chord: 1 Row @12.00" o.c.;fgiiiiffit f S - R 6033 -3381 N - M 4555 -2588 Bot Chord: 1 Row 12.00" o.c.g6ai R - Q 6035 - 3384 M - K 4570 - 2590 @ Webs : 1 Row @4" o.c. �1�***�''a Q P 8031 -4537 Use equal spacing between rows and stagger nails<��.� �No ;'•,. ✓ in each row to avoid splitting. " ' tf 7,( .ffi Maximum Web Forces Per Ply (Ibs) *y� Special Loads Webs Tens.Comp. Webs Tens. Comp. ,� ,; ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) T - C 54 0 G - P 536 -266 TC: From 55 plf at 1.00 to 55 plf at 21.80 TAT � it7� C - S 84 -164 P - H 855 - 456 TC: From 28 pif at 21.80 to 28 plf at 32.67 �q, x`"" D - S 2407 -1303 H - O 492 -776 TC: From BC: From 54 plf at if at 32.67 to 1.00 to 54 plf at lf at 40.67 0.00 ��°'s w �'': � R - E 2089 58 3714 39 IO- N 1 01 -113311 BC: From 20 pif at 0.00 to 20 plf at 21.80 '/0 E - Q 1518 -867 N - J 2093 -1183 BC: From 10 plf at 21.80 to 10 plf at 32.64 14$ #, 1% Q - G 613 -1040 J - M 280 -34 BC: From 20 pif at 32.64 to 20 pff at 39.67 SERIAL 9 BC: From 4 pif at 39.67 to 4 pif at 40.67 F - Q 118 -156 TC: 169 lb Conc. Load at 22.60,24.60,26.60,28.60 4001650FSB6ESE10899A911FBt)89SSF7 TC: 162 lb Conc. Load at 30.60 This drawing has been, electionically signed, and seoled^bv TC: 369 lb Conc. Load at 32.64 Manuel Martinez;.. P.E.101. tic Wik) on thedate shown BC: 2096 lb Conc. Load at 21.80 above using SHA-1authem!catioocode. BC: 126 lb Conc. Load at 22.60,24.60,26.60,28.60 BC: 124 lb Conc. Load at 30.60 Printed "copies„ot'this dotumem aie'not.conddeied signed BC: 492 lb Conc. Load at 32.64 .and sealed aml-thi SHA-i authemitation code must be :verhie,il#any eieRsonic copies, -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheyripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this 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. For more information see this iob's General notes Daqe and these web sites: ALPINE: www.alDin6U.com: TPI: www.trimsf.orm SSCA: www.sbandustrv.com: ICC: www.iccsafe.orci Job N 4EHB Truss i 36CS00047 1-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL 131 SEAT PLATE REQ. 5'1 "14 5'1"14 r I1I FROM: GLM47 / T21 !HIPSCity: 1 I DRW. Wgt105.0 Ibs 16'6"2 2'4" } 4'6"2 =4X4 =3X4 m5X6 21'8" 5'1"14 09M012018 N O 18'1"14 2-2"4 9'9"12 i 1 Ya" + 11'10"4 21'8" Load' �g Criteria (psf) Wind Criteria Snow Criteria (P9,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL:' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.054 1 999 240 B 876 1405 /483 /- / 149 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.146 1 999 180 G 812 / 369 / 422- BCDL:' 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des L 37.00 EXP: C HORZ L 0.040 H - - (T )- B Min Brg Width Req = 1.5 j NCBC L: 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. Bearing B requires a seat plate. Load D ration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.596 Spaciri'g: 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 itFT/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 D - E 814 -1083 Lumb'"r B - C 1034 -1559 E - F B35 -1218 Top cord 2x4 SP #1 C - D 834 -1222 F - G 1048 -1570 Bot chord 2x4 SP #1 Webs ILx4 Sp#3 Maximum Bot Chord Forces Per Ply (Ibs) Irs Chords Tens.Comp. Chords Tens. Comp_ Hang) / Ties (J) H3 ger Support Required, by others B_ H 1078 _� H - G 1417 -891 WindyMem Illber design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. t,A��0* pe�4 D - I 299 -133 H - F 336 -379 D-H 117 -110 400165 OF 186E 1E 1089 9A 911F SD 89 SS F7 <This, drawing has•been•.electioni[ally;figne and' sealed by -Manuel Martini: M'ift.'.tic. 547MA on the date shown aboue.ushnga SHAdautheatkation code. ;'PriMed'[oDies, of i,Aowmei¢, aien8t;[onsitleretl signed °and seared and • theISHA•I�aothemitotion.'code most, be °veBieG odany eheetiouic copies. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus .es require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cort(ponen� Safety Information, by TPI and'SBCA) r sa>Pety 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 proper y attachetl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as ajiplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. reefer to dray Ings 16OA-Z for standard plate positions. Alpi , e, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trusslin conformance with ANSI It PI 1, or for handling' shipping, installation and bracing of trvsses.A seal on this drawing or cover pa e i'stigg this drawing,indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and) Iuse of this drawing for any structure is the responsibility of the Buiiding Designer per ANSIlTPI 1 Sec.2. IJob Number: 36CS00047 Ply: 1 SEQN: 6864511 T34 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: B2 I Wgt 89.6 Ibs / ... 09/10/201 B II SEAT PLATE REQ. 84" 13'4" i 21W 8'4" 5' 8'4" m4X10 C =5X6 D IY2X4 =5X6 21W 1i 8'5"12 4'6"12 87"8 8'5"12 } 13'0"8 + 27'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 20.02 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 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deft/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W, B 876 / 529 / 489 / - / 132 / 8.0 Pf: NA Ce: NA VERT(LL): 0.042 G 999 240 Lu: NA Cs: NA VERT(TL): 0.115 G 999 180 E 812 / 480 1428 Snow Duration: NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS HORZ(fL): 0.035 F - - Creep Factor: 2.0 B Min Brg Width Req = 1.5 E Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.611 Bearing B is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.510 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.107 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 23 0 C - D 948 -1256 B - C 936 -1419 D - E 935 -1423 WAVE 400165 OF IB 6E 1E 10 89 9A 911F BD 89 55 F7 �k^drawing•Aas been eteargni[ally,rigaed and Sealed by *aud o itnezr D.E; (F4 ri& C47182}oathc date shave+ •abovensingaSHA4authemimus. oite. PiiMed topiix;;ot ;Nis'.tloctiiaent are iiiit;corKideretlsigned ahu seated and: the SHA-Vauthitidicationcademust.b verkiedpn;anyeiecuoi iC0P;ies: Maximum Bot Chord Forces Per Ply (itis) Chords Tens.Comp. Chords Tens.' Comp B - G 1238 - 759 F - E 1243 : - 752 G - F 1244 -760 1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 262 -30 F - D 277 -91 C-F 180 -168 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building F Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Ne. ADDTV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of 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 shippinct, installation and bracing of trusses.A seal on this drawing or cover pa e. . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ce of this iawing for any structure is a responsibility of the building Designer per ANSI1TP11 Sec.2. t t li Job Nurn6er. 36CS00047 4EH13 Haden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss La tel: B3 i ICI Ply: 1 SEQN: 686455 / T18 / HIPS Qty: 1 FROM: GLM DRW: Wgt:95.2lbs .. / ... 0911012018 7' + 10"0" F 14'8" , 21'8" 7' 3'10" 3'10" 7' �SXB 1112X4 =5X8 C D E ,2 T5 � co =41X6(A2) B F=4X6(A2) `Q q 1-0 18'1"14 ! H =SXBG 912X4 m3X8 SEAT PLATE REQ. :- 21'8" Ii 1 7'1"12 T1"12 38"4 36"8 i + 10'10' T 14-4"8 i 7'3"8 _l 21'8" Loadi l Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TIC LL'20. )0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.149 D 999 240 B 1668 / 996 / - I - 1- / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.410 D 917 180 F 1602 / 937 / - (-- 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 Height: 19.74 ft HORZ(TL): 0.094 G - - B Min Brg Width,Req = 2.0 i� NCBCLL: 0.00 Mean Code / Misc Criteria Cree Factor. 2.0 P F Min Brg Width Req = - Soffit: I I 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.667 Bearing B is a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.659 Bearing B requires a seat plate. Spaci Ig: 24.0 " C&C Dist a: 3.00 ft 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 Top chord 2x4 SP #1 C - D 2067 -3534 Bot clFJiord 2x4 SP 91 Websl�x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) II Chords Tens.Comp. Chords Tens. Comp. Hang /Ties In B - I 3137 -1839 H - G 3152 -1853 J H er Support Required, O� 9 PP q b others y I- H 3167 -1839 G- F 3152 -1i#3 Load' g #1 hid supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Winii 1)#, %aay C - I 620 -191 H-E 442 -270 Wind ads and reactions based on MWFRS. C - 462 -287 G - E H 629 -200 ��:k�:••+$"i".g D-H 430 -431 047182 sT 'OF . a 400165OF 18 6E 1E 1089 9A 911F BD 89 SS F7 <ThisI draviing has been eletttgnicaily,siped and sealed by Manuel Martini,, P.E. (fl. !it:. 547182) on the date3hovm above using SHA-lauMenticatianxode. ,Primed "topies,'ot .this ;docomeM,.ase not, considered signed -aud sealed andr the SH44 a7hoo ication tude:.must be verdieG oo any electronic copies. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus ,es require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac;,(led rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as a !plicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to dra , Ings 160A-Z for standard plate positions. Alpinrte, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I.., 11!n conformance with ANSIt I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . Usti this drawingg indicates acceptance of pro-fesstonal 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 ANSIlTPI 1 Sec.2. r 1 Job Number: 36CS00047 Ply: 2 SEQN: 686457 / T10 / MONO 4EHB Hayden-2601 "H" OIL/DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: C1 Wgt: 37.1 Ibs .. / ... 09/1012018 4'2"15 7' 4'2"15 2'9"1 E23X4( T F 4'1 "3 4'1"3 SEAT PLATE REQ. 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 19.95 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP 93 Naiinote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. 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=1.251 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: 193 Ib Conc. 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_ 2'10"l3 T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 W' Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 F 1779 11042 / 169 / - / 124 18.0 Lu: NA Cs: NA VERT(TL): 0.049 E 999 180 D 2096 / 1181 / 166- / - /- /-. Snow Duration: NA HORZ(LL): 0.006 C - - Wind reactions based on MWFRS HORZ(TL): 0.010 C - - F Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.186 Bearing F is a rigid surface. TPI Std: 2014 Max BC CSI: 0.570 Bearing F requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 918 -1570 B - C 20 -29 4001650F1B6E1E10899A911E81)89SSF7 %This•diaiving has been'dectronitapy;signedandsealed.by *Klxaud tdartinex,P.E in. tic. MM2) on thed3te-s6Mvn above.using a SHAA authentication code. „ildded'top!esof this document, aie nvt.considesed A6g d 'Wand §eated it Nibe SHA•i autheidicaiioa code rnust'62 fiver%fed odany eteciroaic copies, Maximum Bot 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.Comn. Webs Tens. Comp. E - B 1311 - 722 C - D 60 - 30 B - D 933 -1603 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riitid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinciComponents 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 Wsses.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 ANSI1TP11 Sec.2. see Job Num 36CS00047 Ply: 1 SEQN: 684139 / T13 I JACK 16Ier: 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: DJH DRW: Truss La eh BJ1 Wgt: 11.2lbs / ... 09/10/2018 ' I� 12 5 C = 2X4(A1) B T 18'7"7 ce, 1 A 181"14 D SEAT PLATE REQ. I I 1' 1' 1t Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1ICSl Criteria ♦ Maximum Reactions (Ibs) TOLL: 20-00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw I Rh / RL / W B 148 196 / 132 1- / 41 / 8.0 TCDL7 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 11 Ill / 19 1- 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -13 127 / 27 1- 1- l 1.5 Des L ! 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBC �L: 10.00 Mean Height: 18.49 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.011 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg Width Req = C Min Brg Width Req = u Load D ration: 1.25 I " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.014 Max Web CSI: 0.000 Bearing B is a rigidseatsurface. S aci 24.0 P C&C Dist a: 3.00 It 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. Comp. Lumber Top c�'ord 2x4 SP #1 A - B 23 0 B - C 25 14 Bot cqOrd 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. IIj Mem er design based on both MWFRS and C&C. B - D 0 0 ��4yytYiflEitlifp�� OF SERIAL'# 40 0165OF 18 8E 1E 10 89 9A 911F 8089 SS F7 %This, drawing has been:electsonica0y,signed ,and sealed. by • Manuel Martinez, P.E:(F4Lic u41ik) oo-the date shown above using ihA-iauthenticationcode. Primed iopies;;of ,Mls.Gowmeirt,aie not consideed signed add sealed and, tnc S"Mi'autAerdicatiun "mae,'must`be 'velieil on;any electronic coeiesl **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 Corr Safety Information, by TPI SBCA) for to these functions. Installers shall temporary ponenf anc� safety practices prior performing provide bracing per BCSI.. Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y atta' he riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as aypplicable. Apply to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. kefer to Oates dra ings 160A-Z for standard plate positions. Alpsne, a division of ITW Builds hComponents 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 pane, , the design The listing this drawing indicates acceptance of professional engineering responsibility solely for shown. suitbility and use of this thawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. For more information see this mob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA: www.sbdndu .com: ICC: www.iccsafe.orcl Job Number: 36CS00047 Ply: 1 SEQN: 6864611 T12 / JACK 4EHB Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW: Truss Label: BJ3 Wgt: 12.6 Ibs ... / ... 09/10/2018 T ) 12 C SEAT PLATE REQ. 3' 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 18.91 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): 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 Defl/CSI Criteria PP Deflection in foe Udell L!# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.164 Max BC CSI: 0.075 Max Web CSI: 0.000 Mfg Specified Camber: 19'5" 7 c� 18'1"14 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 191 /101 /147 /- /84 /8.0 D 51 /8 140 /- !- /1.5 C 63 /57 121 /- /- /1.5 Wind reactions based on MWFRS B -Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens., Comp. A-B 23 0 B-C 24 -86 Maximum Bot Chord Forces Per Ply (Ilbs) Chords Tens.Comp. B-D 0 0 40 0165OF 18 6E 1E 1099 9A 911F 81) 89 55 F7 %This*drawing has -.been ciettiogicagy;signed and.sealed^by 'Manud Mariner P.E..OL.tic Oi*yon the.date,sbown ,above using a SF1A I auMem!catloo code. Mimed top!es;;of Ibis, 4mm6em are not coo ideredsigned ,and sealed aml, the SHA-i-aurAer tation code must be vedtie9 on'anp elect au!c copies: `"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly 7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply lates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. Kefer to 60A-Z for s9ndard plate positions. a division of its drawin any failure to build the on this drawing or cover page re design shown. The suitability more any 4I , Job Numti r• 36CS00047 Ply: 1 SEQN: 686409 / T30 / JACK 4EHB Ha !den-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 �FROM:GLM DRW. Truss La gl: BJ3L Wgt: 14.0 Ibs / ... 09/10/2018 TCLL: TCDL: BOLL: BCDL: Des Lc NCBCI Soffit Load E Spacin Lumb! Top cl� Bot chi Wind I .T, C 12 717 19'5" 7 5 T 2X4(A1) B r "' 04 18'1" 14 A SEAT PLATE REQ. 3' �_ 2r J 3' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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 278 1169 1243 / - / 104 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 47 118 / 54 / - ! - / 1.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 D - C 45 / 41 / 18 / - / - / 1.5 37.00 EXP: C HORZ(TL): 0.006 D - Wind reactions based on MWFRS Code / Misc Criteria 10.00 Mean Height: 18.70 It Creep Factor. 2.0 B Min Brg Width Req = 1.5 2-00 TCDL: 4.2 psf BCDL: 5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.678 D Min Br Width Re 9 q = - ation: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.151 C Min Brg Width Req = Bearing B a rigid 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 a seat p 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 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. 400165 OF 18 6E lE 10 89 9A 911F 8D 89 SS F7 ` bis'drawing has been electronically signed and -sealed by Manuel$artine, P.E. OL.tic.. 947182) on the datesboetn above usinga SHA-iautheatfcatian code. PtiraeU, copies ?f tMs datumem:ra: ate signed sand sealed a;Wtbe 5HA-i authentication. tode.must'be Milled on any electronic espies. or s ens. omp. or s ens. amp. 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 Trus'es reqquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Com onenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaci rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin 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 Join Details, unless noted otherwise. (2efer to drawlIi�fgs 160A-Z for standard plate positions. Alpirfe, a division of ITW BuiidinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss din conformance with ANSI�i 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 ppro&ssionat 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. 0 Job Number: 36CS00047 Ply: 1 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 I Wgt 16.8 Ibs .. / ... 09/10/2018 C 20'3"7 12 5 En M LV 2X4(A1) B N i A 18'1"14 D SEAT PLATE REQ. 5' 1 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.33 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Aoc L/defl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.301 TPI Std: 2014 Max BC CSI: 0.178 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s):, VIEW Ver: 17.02.02.1208.15 WAVE 400165 of 18 6E 1E 10 899A 911E 6D 89 SS F7 Abis•,drawing hat•been.eleaignicaay,figaedand'se0led-.by Manud Marline:,'.P.E{ 1. Uo,,901M.oa-the date s6owo above Using SHA:l aatheud ationcode. Ptimell cepietjufahis Aowment aie'nit.coniidesed signed 'aud sealed amr, the SHA-1 authefrcicatiuu code must be 'imbieA oa anY,eleciionic copies. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 261 / 133 1189 /- / 128 / 8.0 D 89 /17 /68 /- /- 11.5 C 117 /106 /43 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 45 -100 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility 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 mob's general notes page and these web sties: ALPINE: www.al ineftwxom; TPI: www. inst.o ; SBCP: www.sbdndu .00m; IM www.1o;safe.o Job Num r. 36CS00047 Ply: 1 SEQN: 684206 / T19 / JACK I 4EHB Hal den-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss La t el: BJSA Wgt: 15.4 Ibs / ... 09/10/2018 TCLL: TCDL: BCLL: BCDL: Des L( Soffit: Load K IV C 20'3"7 ifl CV 18'1"14 i 5' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W A 193 184 / 121 /- / 107 /- 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 90 / 20 172 / - / - 11.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 C - - B 122 / 110 / 47 / - /- / 1.5 37.00 37:10.00 EXP: C HORZ(TL): 0.010 C - - Wind reactions based on MWFRS Code 1 Misc Criteria Mean Height: 19.54 ft Creep Factor: 2.0 A Min Brg Width Req = - 2.00 TCDL: 4.0 psf BCDL: 5.0 BldgCode: FBC 2017 RES Max TC CSI: 0.312 C Min Brg Width Req = - Brg Width Req = ation: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.1 B4 B Min - 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE A - B 47 -102 Top chord 2x4 SP #1 Bot ctt rd 2x4 SP #1 Hang Iers / Ties (J) l4ger Support Required, by others Windll Member design based on both MWFRS and C&C. No, 047102 «48 T ATE OF Ss!? 400165 OF 106E 1E 1089 9A 91It BD 89 SS F7 This• drawing has been electignicany,signed and sealed by Minuet Ma"inor, P.E ift.lic 547182) on the date Amin above using a SHAdautheadcallon code. PriMed'�oDies; or.this;dnwment. ate not considered signed and seated and: the IStlA-1-autheMkBtiuo code. must be verHied gnany electronicropies. Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revgire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cornponen[ Safety Information, by TPI and'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracfng per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or 810, as applicable. Apply plates to each face ottruss and position as shown above and on the Join Details, unless noted otherwise. kefer to dravf'ngs 160A-Z for standard plate positions. Alpine, a division of ITW Building -Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I russ in conformance with ANSI PI 1, or for handling shippincl, installation and bracing of trusses.A seal on this drawing or cover page. . Iisti()g 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 ANSIrrPI 1 Sec.2. Job Number: 36CS00047 Ply: 1 SEQN: 6864111 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 lbs ! ... 09/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 20'3"7 12 5 �n (V M a 2X4(A1) B i 18'1"14 A D SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.12 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 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 5' _I 5' Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pf: 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: 0.395 TPI Std: 2014 Max BC CSI: 0.169 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 4001 G OF 106E9E 10 89 9A 911F 8D 89 SS F7 i This drawing has,been eieuwniraRy.,signed and sealed<by Manuel; Mastinel, P.E. (FG tic. t9ilRji on the. date'stmdn -aboveusinga SHAA authetnicatiOncode. Ptimesl [opiei;;ofthis,doiiament aie'nots;[onsfdetedslgnetl �antl sealed and, the SHA-Vwth, iv icWon dude must be verltie8 orcany elect oifl(copies. ♦ Maximum Reactions (Ibs) ' Loc R I /Rw /Rh /RL /W B 335 / 190 / 269 / - / 149 18.0 D 86 110 173 / - / - 11.5 C 107 / 96 132 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 41 -97 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingQ handlingQ shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building i Safety Infonnation, by TPI and'SBCA) iOf safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed per BCSI sections B3, B7 or B10, e. AfpTy plater to each face. of truss and position as shown above and on the Join Details, unless noted otherwise_ kefer to 60A-Z for standard plate positions. a division of A 1-1 1, Or Tor n acceptance any structure sis drawing,any failure to build the on this drawing or cover pa e Le design shown. The su Qbifity ..sue^-. Job Number: 36CS00047 Ply: 1 SEQN: 686468 / T14 / EJAC 4EHB Hal111, 2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Oty: 23 FROM: GLM DRW: Truss La TI I: EJ7 Wgt 22.4 Ibs ! ... 09/10/2016 I C 12 21'1"7 5 r M co 2X4(A1) B CM M A 18'1"14 D I� I, SEAT PLATE REQ. T _I IT 7' Loadin6 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 B 334 1169 1234 I - / 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 ! - / -- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 D C 169 1155 / 63 / - / - / 1.5 Des Lda 37.00 EXP: C HORZ L 0.025 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria BCL NC : 10.00 L Mean Height: 19.74 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 D Min Brg Width Req = - C Min Brg Width Req = - Load 9 Oration: 1.25 �� " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.362 Max Web CSI: 0.000 Bearing B is a rigid Spacing: 24.0 P C&C Dist a: 3.00 ft a seat p 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top cFIb 2x4 SP #1 A- B 23 0 B - C 65 -127 Bot ch rd 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 w i lie ; r TE OFAll .,SERIAL# 40 M 6.50F166E1E1ti899A93117BD89SSF7 This, drawing has been--.efecugnicany.{signed and sealed by •Manuei mwiro, M t tic. &f7162) on the date shown •abovausing a SNA4autheMItalian code. Printed capies,;oi this» dowmein aienut{considered. signed add sealed aMrtbe StIM1-7; authemitation. code must be vesifie8 Cdany electronic toQiei. *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! jjj —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus es reqquire extreme care in fabricatingp handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Corn Safety Information, by TPI and'SBCA) r safety to these functions. Installers shall temporary practices prior performing provide bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lateral have bracing installed BCSI B3, B7 attached rigid ceiling Locations shown for permanent restraint of webs shall per sections as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. or 610, kefer to drav�ings 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 trus��in conformance with ANSI PI 1, or for handling shipping, installafion and bracing of trusses.A seal on this drawing or cover page_ _ listI this drawing indicates acceptance of professlona7 engineering responsibility solely for the design shown. The suitability and 'fuse of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For ore infortnalion see this 'ob's eneral notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.a ; SBCA: www.sbcindu .com; IM www.iccsafe.crrcl Job Number: 36CS00047 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: EJ7L Wgt: 23.81bs / ... 09/10/2018 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 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C SEAT PLATE REQ. �— 2' T wl Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.54 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 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: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Def4CSl Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.012 D - HORZ(TL): 0.020 D - Creep Factor. 2.0 Max TC CSI: 0.465 Max BC CSI: 0.352 Max Web CSI: 0.000 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 402 / 222 / 308 1- / 194 18.0 D 124 119 /96 /- /- 11.5 C 162 / 147 156 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 62 -125 400165OF ME 1E 10899A 911F BD 89 SS F7 'Ibis*drawing has been ekafrinknav,siigned'and seared by Manuel Martini/M jft._ ic. C47104 or'the date shown ,above usinga SFlfriautbeotitation tole, PBmed iopies„of;t6ls,boitiiaetg2aienot1[onsidered:"s¢ned add 'scaled awir the SHA .autheoddation tude.roustbe verified an any electronic copies. Maximum Bot Chord Forces Per Ply (Ibp) 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 pind'SBCA) for 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 properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Ile. Apply plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover pa e. in. The sui bilrty s I a Job Num6'Ile�r: 36CS00047 Ply: 1 SEQN: 684299 / T20 / HIP_ 4EHB Hayiien-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 5 FROM: GLM DRW. Truss La 1I 1: CJ7 Wgt: 37.8 Ibs / ... 09/1012018 41 / Loadiri Criteria (psf) TCLL: I 20.00 TCDL:; 7.00 BCLL: 0.00 BCDL: 10.00 Des L&I 37.00 NCBCI)L: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacin6: 24.0 " Lumber Top c�ord 2.4 SP #1 Bot Ard 2x4 SP #1 Webs�x4 SP 93 5'4"4 5'4"4 SEAT PLATE REQ. 9'10"1 4'5"13 0 L� 1-5" 1 94"2 _151P ! 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 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: NA GCpi: 0.18 Wind Duration: 1.60 supports 6-11-8 setback jacks with no webs. Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.025 C 999 240 B 324 / 198 /- /- /- 110.6 Lu: NA Cs: NA VERT(TL): 0.068 C 999 180 E 368 / 121 / - /- ! - / 1.5 Snow Duration: NA HORZ(LL): 0.008 F - - D 206 / 216 / - I - I - / 1.5 HORZ(TL): 0.015 F 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: 0.405 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.609 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.311 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 8 -6 C-D 65 -70 B - C 557 - 673 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 647 -518 F-E 0 0 a ti SERIAL# 40 tit 650F SB 6E IE 1089 9A 911E B389 SS F7 This drawing has been-.elearonicany;signed and'sealed�by Manuel Maninee; P.E. #1. Lk., v4 k) on the date st ovin above us!ngaSH44amhemication code. _. Noted capies;pt,th41 docom6t aie'oot.considered signed and sealed and 'the SHA-1 autherrcicationcode must De verified odany ele¢soniempies' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 553 - 691 —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus es require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Corriponenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. installers shall provide temporary bracttfg per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta.A 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 Join f Details, unless noted otherwise. hefer to dralings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listi g this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability andruse 0 f this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00047 Ply: 1 SEQN: 684193 / T36 / VAL 4EHE Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV1 Wgt: 19.6 Ibs / ... 09/10/2018 -04 B 12 1112X4 5 CV A 3X4(D1 18'10"15 D 1112X6 r 5'11"6 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: 20.31 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 Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. 5'11"6 611 "6 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.011 C - HORZ(TL): 0.016 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.322 TPI Std: 2014 Max BC CSI: 0.265 Rep Factors Used: Yes Max Web CSI: 0.203 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 400165OF 10 6E 1E 1089 9A 911E 81) 89 SS F7 AblVdrawing-has been eleatonically signed and'se0led:hy Aanud Marline ;P.E-(Fl.,li[. t471if2) obthe date shown above: using a SH44 autheoticat!amcode. Ptrmed'iopies;;oi .`thii Oowinem'arc oot;[onsideted'signed and sealed and; the SHA•1 authi ndcatino. cade,.must'b vetii!eA onany eleWoaic coQ!e. ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 75 / 30 / 46 /- / 15 / 71 A 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 34 -93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. 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 quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly d�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, Sle. ADDIv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fkefer to a division of TPI 1, or for nan acceptance of any structure is its drawing,any failure to build the on this drawing or cover pa e to design shown. The suitability rrat ce.- Job Numpiar• 36CS00047 Ply: 1 SEQN: 684195 / T35 / VAL 4EHB Ha 'den "H" OL /DR Horton /4EH3 Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss La 1: MV2 Wgt: 14.0 Ibs .. / ... 09/10/2018 TCLL: TCDL: BCLL: BCDL: Des Ll NCBC Soffit: Load I =40a 12 B 5 1112X4 A 3X4(D1) 00 Li 19'8"15 CD 1112X4 3'11 "6 i 3'11 "6 r 3'11 "6 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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 D' 75 / 27 / 45 /- / 14 / 47.4 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C D Min Big Width Req = - 3 EXP: C HORZ L 0.004 C - - )t BearingA is rigid surface. a 9 Code ! Misc Criteria 10.00 Mean Height: 20.72 ft Creep Factor. 2.0 .00 2.00 TCDL: 4.2 psf BCDL: 5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.152 Maximum Top Chord Forces Per Ply (Ibs) atton: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.122 Chords Tens.Comp. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.089 A - B 25 -60 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.16 Wind Duration: 1.60 WAVE Chords Tens.Comp. A-C 123 -1 Top c 'ord 2x4 SP #1 Bot cobrd 2x4 SP #1 Web ;2x4 SP #3 Mempier design based on both MWFRS and C&C. Addit;onal Notes See QWG VAL160101014 for valley details. 400165 OF 1B 6E 1E 10899A 91IF BD 89 SS FT `This*drawing has been Afectioni@Bysigned and sealed by Manuel Manioc,,' PM jfL lic.. #47182) an the. date Amin ,above using a SHA;iaathentication cone. ,'dated signed And sealed and,the.SHA-1 autberditation, L.od`.n ust b verified on'any eiec6oak copies. 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 Tru ses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alp ne, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trus's in conformance with ANSIltP1 1, or for handling shippincl, 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 yawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. z � Job Number: 36CS00047 Ply: 1 SEQN: 684198 I T16I 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 .. / ... 09/10/201 B 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 " Lumber Top chord 2x4 SP #1 Bot chord 2)(4 SP 91 12 5 B 3M(D1V/17( A L- 1'11"6 0 0 )� 20'6"15 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Wind Std: ASCE 7-10 Pn: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.004 B 999 240 D' 75 / 20 / 42 /- / 10 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 B 999 180 Wind reactions based on MWFRS Risk Category: II Snow Duration: NA HORZ(LL): -0.002 B - - D Min Brg Width Req = - EXP: C HORZ(TL): 0.002 B - - Bearing A is a rigid surface. Mean Height: 21.14 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor. 2.0 123.4 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.022 Maximum Top Chord Forces Per Ply (Ibs) MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.055 Chords Tens.Comp. C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -13 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208. 6 Chords Tens.Comp. A-C 50 -1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 400165 OF 1B 6E 1E 1689 9A 911F BD 89 55 F7 This, drawing has: been eleamnicany.,signed.amLsealedaby Manuel mattinei, P.E. (Ft. lia• r47182) an thedate sbovin ,above .using aSHA-lauthes ikation code., ivirne&iopies,;et;tbis.'dawmeM arc not:coniideted signed -and sealed amlr the SHMS'=auiheoticetian. code must be verPlied onIany elecvueiccopies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporatY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. ADDIV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability to of this thawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. information see this job's general notes page and these web sties: ALPINE: www.alpineltw.com; TPI: www.tpinst.orU; SBCA www.sbcindustry.wrn; [CC: www.iasafe, LI Job Num&: 36CS00047 4EHB Ha"h����en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Lapel: 4C1 5' 5' 12 A i Ply: 1 SEQN: 686472 / T33 / Qty: 2 FROM. GLM Wat: 36.4 Ibs C=4X6 Ili 4A,+ 10, 5' DRW: ... / ... 09110/2018 SEAT PLATE REQ. SEAT PLATE REQ. 10' i 1' S' � 5' 5' 10, 1 1' Loadiq 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 Udefi U# Loc R / U 1 Rw / Rh / RL 1 W TCDL: I 7.00 Speed: 160 mph Pfi 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 1272 I - / - 18.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des EXP. C ft HORZ L 0.007 F - �) B Min Br Width Re 1.5 g q 10.00 NCBCLL: 10.00 Mean Height: 15.00 g Code / Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 1.5 C_ Soffitjj 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.320 Bearings B & D are a rigid surface. Load - uration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacin6: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.078 { Loc. from endwall: Any 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 VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 810 -638 Lumbei B- C 809 -636 D- E 19 0 Top ctjord 2x4 SP #1 Bot chb�rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind�x4 B - F 575 -620 F - D 575 -620 Member design based on both MWFRS and C&C. I Maximum Web Farces Per Ply (Ibs) I Webs Tens.Comp. C - F 206 - 48 0411 2 .a w `$ STATE. OF ..SERIAL # 40 0165OF 186E,1E 10 89 9A 911F BD 89 SS F7 this• draviing has been ,ekntonicaily;signed and sealed by Manuel Martinez,. P.E. dFG tic.. W182? on the date shovm above using SHA-lautbenticationcode. Noted copies„of.this Aocume". aie not -considered signed and sealed and the SHA3.authenticationcode. must be verHicA.onanV electiooic cupies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus es reqquire extreme care in fabricatingg handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary brat ng per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly afta ed riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTailed per BCSI sections B3, B7 or 610, as a icable. Apply plates to each face otptruss and position as shown above and on the Joint -Details, unless noted otherwise. Nefer to dra 'ngs 160A-Z for standard plate positions. Alpine, a division of ITW BuildiaQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss'lin conformance withANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listi g this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability andpuse of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. IJob Number: 36CS00047 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 I Wgt: 44.8 Ibs / .. 09/10/2018 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 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads 3' 3' 12 4 p 2X4( A r SEAT PLATE REQ. 7' 4' =_ ff 4 II I ZAP+ =,3A-+ 10, 3' 1F SEAT PLATE REQ. 10' 3'1"12 1 3'6"12 1 3'3"8 1' 3T'12 16'8"8 10, 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 --(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 pit at 3.00 to 27 plf at 7.00 TC: From 55 plf at 7.00 to 55 plf at 11.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 pif at 0.00 to 20 pif at 3.03 BC: From 10 pif 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 plf at 10.00 to 4 plf at 11.00 TC: 97 lb Conc. Load at 3.03, 6.97 TC: 62 lb 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. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 629 / 268 1- / - ! - / 8.0 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 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - Creep Factor. 2.0 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Code / Misc Criteria 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 Mfg Specified Camber: Maximum aximum 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 442 -1252 40 016b OF 0 bE 1E 1089 9A 911E OD 89 55 F7 %This drawing has-been electronii:ally,tigned and seared -by �Manud;Martiaez'; P.B {FL. tiu WIN) on the date led above.using a SHA-1 autheatkathoEa le.-. 'Pjimed'iopiesofthis;doiumem,pfe'not,cobsidered' signed ,And 'sealed and, the SHA-1 authenticationcode.. must be „verAied on'anp.eleutoaic,copies. �� Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ 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 quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Tid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apbly plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to a division of its drawin any failure to build the on this drawing or cover age ie design shown. The suitability any i i . Irl Job Number: 36CS00047 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss La4l: 4BJ1 I 12 4 i i 2X4(A1) B Loadin o Criteria (psf) Wind Criteria TCLL: ,, 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL:, . 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des L&I 37.00 EXP: C 15.00 ft NCBC LIL: 10.00 Mean Height: TCDL: 4.2 psf Soffit: 1� 2.00 BCDL: 5.0 psf Load D ration: 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 I'I Wind Duration: 1.60 Top cgbrd 2x4 SP #1 Bot chord 2x4 SP #1 Wind design based on both MWFRS and C&C. Qty:Wgt 11.2 Ibs I FROM: GLM21 / T27 / JACK I DRW / Cs] SEAT PLATE REQ. 9'0°7 h r 81811 C7 09/10/2018 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/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): NA B 147 / 100 / 133 1- / 29 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 10 Ill / 19 1- 1- / 1.5 Snow Duration: NA HORZ(LL): 0.000 D C -13 124 / 26 1- 1- / 1.5 HORZ(TL): 0.000 D - Wind reactions based on MWFRS Code ! Misc Criteria Creep Factor2.0 B Min Br. 9 Width Re q = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.018 C Min Brg 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 19 0 B-C 20 -9 Maximum Hot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 400165OFIS6E1E10999A911F 81)89SSF7 :This'draving has been eiectronically,sipped and sealed by Manuel Manner,"P —ji'l. Lic. C47182) an the date shovru above usfnga SNA-Sauthenticadon code. Noted coples„of dhis:dowmetrt. are,�ot,cansidered: signed 'and sealed and' the SHAd authentication, code must be vethied udany electtouic copies, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS recq]uire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byy TPI and'SBCA) toF safety practices prior to periorming these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B1 D, icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to )s 160A-Z for standard plate positions. a division of ITW Buildin�i�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00047 Ply: 1 SEQN: 686423 / T26 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: 4BJ3 I Wgt: 12.6 Ibs .. / ... 09110/2018 12 4 SEAT PLATE REQ. 3' 1' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. C M III Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.002 D HORZ(TL): 0.002 D - Code / Mist: Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.171 TPI Std: 2014 Max BC CSI: 0.072 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 400165OF 16 6E 1E 1089 9A 911F B© 89 SS F7 % This, drawfng� has: been. electtonicapy,sigoed and leafed by Manud Martbiee. P.E. (FL [IQ. G17182).on the date shovin above using a SHA71 authentication code. 'Pinned toDies oT tM1is;dowmergaicnottonsideied signed ,and 'sealed and, the SHrr1 autheittitation'code must be .vettl!ed ou'any electmoic copies: 9'8" 7 ti t� 81811 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 190 / 87 / 151 / - 157 / 8.0 D 49 /7 /38 1- /- 11.5 C 62 /43 /25 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp_ A-B 19 0 B-C 20 -61 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an'SBCA) for 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 7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. �2efer to 60A-Z for sp ndard plate positions. a division of 'IPI 1, or Torn acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job NumNer: 36CS00047 Ply: 1 SEQN: 686425 / T24 / JACK 4EHB Ha46-n-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Lal%I: 48J5 Wgt 16.8 Ibs .. / ... 09110/2018 TCLL: TCDL: BOLL: BCDL: Des Lc Soffit: Loadl Top c. Bot ct Winds C .17 SEAT PLATE REQ. T10'4" 7 to � (V 81811 51 5' Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in ioc Udefl U# Loc R / U / Rw / Rh / RL / W B 259 / 113 / 196 / - / 86 / 8.0 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 / 13 / 67 / - / - / 1.5 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.006 D - - C 116 / 79 150 / - / - / 1.5 37.00 EXP. C HORZ(TL): 0.009 D - - Wind reactions based on MWFRS Code / Mist; Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.260 D Min Brg Width Req = - ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.173 C Min Brg Width Req = - Bearing B a rigid 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 seatplate. Bearing B requires a sep Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens ComoChords Tens Comp 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. STATE OF SERIAL # 4061650F1aGE1E10899A911E6D89SSF7 `ibts+dtawing has been electionitally;d ped and sealed•by Manud-Maninez, P.E:'(Ft. tic.'947187J on the date shovin A-B 19 0 B-C 37 -73 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 above using SHA¢authentication code. Piimed-;coDies„ot ahis, Aowine�tt, ale iigt.considered'. signed and sealed and, the MA-1 authentication, Endo, must be -. .. , . verdied on,any elecao¢ie,coyies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus les 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 SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as ajiplicab) e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to dravngs 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 withANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listijl9 this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and l use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00047 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 1 .. 09/10/2018 1'6"12 2'_ 1'6"12 5"4 12 4 � D 1112X4(*' C T B LO T HB 3"8 A � s'8^ E 1112X4 T-14 j- F SEAT PLAT[SEMPLATE REQ. I 1 1'6"12 ! } 1712 �"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA Des Ld: 37.00 EXP: C Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to 11/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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. Defl1CS1 Criteria PP Deflection in loc Udefi U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 F - - HORZ(fL): 0.000 F - - Creep Factor. 2.0 Max TC CSI: 0.149 Max BC CSI: 0.013 Max Web CSI: 0.038 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 016S OF 1a 6E 1E 1089 9A911F 8D 89 55 F7 �Yhis, drawing has been electrogiCaliy;fignedand. sealed by ,. Minuet MartinefP.E. (Fr.11& L47102) on the. date shovio ,above using a SHA3 authemkationto& Primed-topief,jof ;this dawment:.aieoot.consi0eredl signed sand sealed inT the .SHA-1 authentication Code. must, be ecrilkd ooanyeleWoui�copies. � ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W B 143 181 / 122 / - / 43 11.6 E" 35 /18 /20 /- /- /22.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Brg Width Req = - Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 0 -5 B-C 8 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 1 -1 F-E 10' 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 4 gwire extreme care in fabricating handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. Apply plates to each face ottruss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Of any its drawing,any failure to build the on this drawing or cover pa e_ �e design shown. The suitability Job Number: 36CS00047 Ply: 1 SEQN: 686474 / T44 / EJAC 4EHB H44en-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 3 FROM: GLM DRW: Truss Latfel: 4EJ3 Wgt: 12.6 Ills / ... 09/10/2018 12 4 SEAT PLATE REQ. C &9'8117 to r i� ti 818" 3' 3' Loadin' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSi 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 TCDL: � 7.00- Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 190 187 / 151 / - / 57 18.0 BCLL:1 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 17 / 38 / - ! - 11.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 43 / 25 I - I - 11.5 Des Ld° 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBC : 10.00 L Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: I 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min B rgWidlhRe q = - Load ❑ ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Spaci �: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. 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. LumtiNr Top ch, Prd 2x4 SP #1 A - B 19 0 B - C 20 61 Bot c ord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Mem6 t design based on both MWFRS and C&C. B - D 0 0 40 0165OF 106E 1E 1089 9A 911F OD 89 SS F7 -Ibis°drawing has been-.etectsonicapy;signed and sealed'bp -Mane Martinez; P.E. jFL Liu $47182) on the date'sbown above using a SH7r1 aothentkationcode- Noted coPie;, of ethic dowment.aie'not,consideedsigned ,and sealed andrtlre SMl authentication. code must be vetitied an any elecuonic copies. **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 bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta'hetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as a' piicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to dra ings 160A-Z for standard plate positions. Alpi le, ad ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trus in conformance with ANSI! fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this dPawmg or. r cover page, listi 'g this drawing indicates acceptance of pprofessional engineering responsibility sorely for the design shown. The suitability ands l use of this thawing for any structure is fhe responsibility of the uIlding Designer per ANSI/TP11 Sec.2. For more information see this lob's Qeneral notes Dave and these web sites- AtPiNE www alninahu rnm jai vsuw Inincf .,.., care• ..*,*.. �ti.•�..d.,,,.....• irr ..�.... ,....�,re ..... Job Number: 36CS00047 Ply: 1 SEQN: 686429 / T77 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 7 FROM: GLM DRW. Truss Label: 4EJ6 Wgt: 25.2 Ibs .. / ... 09/10/2018 T T OD � T c~�I 9'3"4 8'8" SEAT PLATE REQ. 6' !� 1 5'8 "8 I 5,8"8 'I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 E 999 240 B 290 1125 / 216 / - 1101 / 8.0 BOLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.036 E 999 180 D 218 1116 / 139 / - / - / 3.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.010E - - Mean Height: 15.00 ft B Min Brg Width Req = 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.2 psf D Min Brg Width Req = 3.0 Soffit: 2-00 BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.225 Bearings B & D are a rigid surface. 9 g Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.209 MWFRS Parallel Dist: D to h/2 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.179 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(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 VIEW Ver: 17.02.02.1208.15 A - B 19 0 B - C 19 -121 Lumber : i 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. D - E 102 -20 C - D 849 -632 A OF' s'4 on �±'w' ONAIIA SERIAL'# 400166 OF 1B 6E lE 10 899A 911E BD 89 SS F7 `This° drawinghas been.elfctionirapµ,signed and:seaied:by .minuet Martinez, P.L,O. tic.- t47187j on the date shosvn aboveusinga SHA-1 authentication [ode. � co ies„of aM1is 0 PtiMedp uuiiheat. are iHi nut:coderedsigned •and sealed and, tbe SHA-1'authenti[atidn code.. must be vetilied an'aoV eledtaaic [opies. **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 these functions. Installers temporary Component Safety Information, b TPI and'SBCA) tsafety practices prior to performing shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSIrfPI 1, for handling installation bracing trusses.A on this drawing cover conformance with or shipping, and of seal or listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. page- , The suitability For more information see fhis'ob's general notes page and these web sties: ALPINE: wvAv.al ineihv.com TPI; www.tpinst.org; SBCA www.sbcindu .com; IM www.iccsafe.orq Job Numtier: 36CS00047 Ply: 1 SEQN: 686476 / T45 / HIP_ 4EHB Htden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss La lel: 4CJ3 Wgt: 15.4 Ibs .. / ... 09110/2018 i 12 2.83 C j T 9t8tt4 I I N I r 2X4(A1) B M ti T T j _,y, _ A /� )_ 81811 E D SEAT PLATE REQ. � rGtt ®ram 4r2"3 4t2"3 Load' Ig Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL:, 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 149 176 !- /- /- / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 69 /4 /- /- /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - C 35 /5 / - 1- l- / 1.5 Des L 37.00 i EXP: C HORZ(T )L: 0.003 D - Wind reactions based on MWFRS NCBCI 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P E Min Brg Width Req = 1.5 IL: Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.078 D Min Br Width Re g q Load uration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 C Min Brg Width Req = - Bearing E is a rigid surface. Spaci � 24.0. C&C Dist a: 3.00 ft Re Factors Used: Yes P 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 c[)ord 2x4 SP #1 Bot c ord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Windlll ads and reactions based on MWFRS. B - D 0 0 400165 OF 186E 1E 10 99 9A 91IF BD 89 SS F7 -mil, drawing has -bem .dectronira ly; signed and sealed -by .Manuei,Manimrj P.&:(FL. Lk.-8471g2) on the date 'shovin have using a sHA-1 authentication code. ,Punted 'copies„of.thh; dousroent. ase`� norconsideted signed and seated and, [he SHAA a4oth6tication. code,must be vetdied odany eiecvow.capim "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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Coniponenc Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 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. (tefer to dra�✓ings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trus in conformance with AN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listifrg this drawl Indicates acceptance of professional eng'neering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00047 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 _. / ... 09/1012018 577 i 8'1"9 ' "1 577 26"2 T 2.83 p 1113X4(R " T :3X4C 90 N 90 t` N -2X4 E 1 [n� 9'3"4 =2X4(A1)B T s A 1 8'8" 1113X4(R} F 111&X4 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 " SEAT PLATE REQ. B'5"1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 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 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 Webs 2x4 SP 93 :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 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 8.42 TC: -3 lb Conc. Load at 1.41 TC: 124 lb Conc. Load at 4.24 TC: 231 lb Conc. Load at 7.07 BC: 20 lb Conc. Load at 1.41 BC: 99 lb Conc. Load at 4.24 BC: 175 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 5'5"l1 2'7"14 65"11 811 "9 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Wsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.012 G 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 258 1 153 / - / - / - 110.6 VERT(TL): 0.035 G 999 180 E 475 1199 / - / - ! - 13.0 HORZ(LL): 0.003 F - - Wind reactions based on MWFRS HORZ(TL): 0.007 F H Min Brg Width Req = 1.5 Creep Factor: 2.0 E Min Brg Width Req = 3.0 Max TC CSi: 0.202 Bearings H & E are a rigid surface. Max BC CSI: 0.267 Bearing H requires a seat plate. Max Web CS 1: 0.257 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 9 -7 C - D 44 -82 B - C 276 - 616 40 0165OF 186E 1E 10 89 9A'911F BD 89 55 F7 This•° drawing, has*been. etecuonitafly.signed and;seaied=by -Minuet Martin=, P.E ¢L,LiG, f4l7182f ab"the date -shown above: using a ih-1authentication code. Printed, ,[opies;;af.Yhis,;Aowimeat.are not;[onsidered� signed ,,and sealed and -the SHA•1authentitation code.must'be 'verilieGan`anpeleRionigcopie;. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.i Comp. B - G 595 -257 G - F 5791 -255 Maximum Web Forces i 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 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Aire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety information, byy TPI anf7'SBCA) for safety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a progpeny aaid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections 83, B7 or 610, ife. AooTv plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fkefer to a division of rf Pl 1; or for h acceptance any structure Irawing,any failure to build the this drawing or cover page esin shown. The suitability IS g ec.2. F4Eo b Num6'er: 36CS00047 HB Han-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL russ Cable': FT1 6'8" 6'8" I'1 2'6"_ 2 6 1115X6(R) =3X4 =6X8 1112X6 AB C D E F G �i X —Will :: 1 X ..I run -- 8P0"4 2� Ply: 1 SEQN: 684267 / T40 / SY42 Qty: 6 FROM. GLM DRW: Wgt:141.4lbs .. / ... 09/10/2018 19'4" 10'5"12 P, 1'4�-- 4 i 2'6" �i'-3„1 � 2'6" 3� =3X4 =5X6 W=3X4 1112X4 1112X4 H I J K L M N O P _W 9" T kt 1 _6.8" 1112X4 =4X10 =5X6 W=3X6 i —o^o =4A+ 19'4" Loadinb 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 Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.355 H 641 360 A 1054 / - / - / - / - / 3.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.620 H 466 240 Q 1070 /- ! - /- ! - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.046 O - - A Min Brg Width Req = 1.5 EXP: NA Des Ld=l 55.00 HORZ L 0.064 O - - �) Q Min Brg Width Re 1.3 Mean Height: NA ft NCBC IL: 10.00 Code I Misc Criteria Creep Factor. 2.0 Bearin s A & Q are a rig id surface. 9 9 TCDL: NA psf Soffit: I 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.632 � Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.711 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 1-1 0 0 1: NA GCpi: NA II Plate Type(s): B - C 0 -1133 I - K 0 - 3906 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.16 C - D 0 -1101 K- L 0 -3906 Lumb r D-F 0 -2723 L-M 0 -3188 E- F 0 0 M- N 0 -3188 Top chord 4x2 SP #1 I, F- G 0 -4303 N- O 0 -1838 Bot chord 4x2 SP 91 G- H 0 -4324 O- P 3 0 SP #3 III H - 1 0 -4318 Plating Notes All pi I es are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Defle ion AB -AA 0 -1 V - U 4167 0 Max T VERT DEFL: LL: 0.35" DL: 0.32". See detail AA- Y 2129 0 U - T 0 0 DEF CIAMB1014 for camber recommendations. Z- Y 0 0 U- S 3W8 0 Addi fJ Notes 41Yt11li8#� 'P g,A J� Y- X 3427 0 S- R 2614 0 Tonal I' + 2x6,continuous strop back. See detail ,�� ' , ° X - W 3425 0 W - V 4324 0 R - Q 1031 0 STRO�RIBR1014 for bracing and bridging re7 mendations. >No 47 � w� Maximum Web Forces Per Ply (Ibs) Webl are square cut except dbl diagonals or as , Comp. otherwise shown. *. t Webs Tens.Comp. Webs Tens. Truss' must be installed as shown with top P chord u AB- B 15 0 U - L 331 0 *� TAT �. w B -AA 1494 0 L- S 0 -652 s�daMOt;+"ate AA-D 0-1386 M-S 0 -73 ♦�'�� D- Y 827 0 S- N 780 0 01"Ildl!11011 Y- F 0- 975 N- R 0 -1080 F-W 1304 0 R-O 1122 0 SERIAL # W- G 0- 646 O- Q 0 -1438 4001650F106E1E1089gA911F8Q895SF7. H-V 2 -283 Q-P 0 -15 Abis'drawing has been lectrodically signed and sealed by V - 1 550 -125 P - Q 0 -44 •Mandl Martinez . P E (FL Lic x471II2) on the date sdovm I - U 0 -365 above using a 4kA•l ambemication code. Punted [aAies;;of i.Aa[umem aienoY[ontidered, signed ,and 'sealed and, the SHA-I'm nenalcation code most 'be verdied an any electmoli copies. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, icabie. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSIg Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, this drawing indicates acceptance of professtona7 engineering responsibility solely for the design shown. The suitability se of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: 36CS00047 Ply: 1 SEQN: 6842721 T371 SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 4 FROM: GLM DRW. Truss Label: FT2 Wgt: 100.8 Ibs / .. 09/10/2018 6'8" 8'8" 8'1 "4 1572 6'8" 2' ' 4 6'8"14 1 — 2'6" �f �- 2'6" — �I I---2.,17d f — 2'6" ---f -1'3" -I 1115X6(R) =3X4 =3X4 1112X4 1112X4 =4X4 AB C D E F G H I J 1112X4 K L2X4(R) s T � 9191, In, ri is I-III,fI -- T S R Q P O' N 1112X4 =3X4 =3X4 1114X4 =_U6 Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.01) Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber 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 loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.166 F 999 360 A 848 ! - / - 1- ! - / 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 Brg 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 d -2334 D-E 0 -2030 I-J 0 -1415 E-F 0 -2584 J-K 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ T-S 0 -0 P-O 25931 0 S- R 1646 0 O- N 1980 � 0 R- Q 2388 0 N- M 820 0 Q - P 2594 0 ftdiii#;g Maximum Web Forces Per Ply (Ibs) .1 o_l M Z� Webs Tens.Comp. Webs Tens. Comp. 0 G-O 0 T-B 14 1162 0 H-O -585 83 (3 ()1*« B-S -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 w R V% STATE OF �. E-Q 520 -16 J-M 0 -1142 Q-F 0 -273 K-M 0 40 q'�!b - XID N P-G 125 -87 M-L 0 -7 40 0165 OF 106E 1E 10 99 9A 911F 8089 SS F7 '"This^ drawing has been :elect m9caay:signed and'sealed by Manuel Maninet,' P.&'(FL Vc.. t47102) on the dace slwvin ,above: using a SHA-laotherdicatidncode. PiiMed copies;;of ,this, docaiaem:.aie not.[oasidered'signed .W sealed aml ;the SHA-1`au!hemication. code, most be •Milled oa any elecitouic copies. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW l uN l Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the I.. in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of professiona7t engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's Aeneral notes page and these web sftes: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBC,4 www.sbcindu .com; ICC: www.icasafe.o Job Number: 36CS00047 4EHB H46n-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Labial: FT3 I , 6'8" 8'8" r 6'8" 2' 17-8 I 4 2 I 2-6" 2V 1115X6(R) =3X4 =3X4 1112X4 AB C D E F !II S R Q 1112X4 =3X4 Ill 1K__ Loadin I Criteria (psf) Wind Criteria TCLL: ' 40.01) Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ldtt`I 55.00 EXP: NA NA ft NCOjL: 10.00 Mean Height: TCDL: NA psf Soffit: 1� 0.00 BCDL: NA psf Load D ration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I I: NA GCpi: NA I Wind Duration: NA Top chord 4x2 SP #1 Bot cg6rd 4x2 SP #1 Websl4x2 SP 93 Plating Notes All plates are 4X6 except as noted. HangI lrs / Ties (J) Ha'Plinger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRIJkIBR1014 for bracing and bridging recoT,mendations. Welb re square out except dbl diagonals or as othe 1 ise shown. Truss) must be installed as shown with top chord up. Ply: 1 SEQN: 684274 / T25 / SY42 Qty: 10 �FROWGLM DRW. Wgt: 95.2 Ibs .. / ... 15'4" 6,8„ 8"8 FIt']�— 2,6" _—+ V3„ 1113X4(R) 1112X4 =4X4 1112X4 G H I J K P O N M L =3X4 1113X4(R) =3X4 0911012018 15'4" Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc. R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.160 F 999 360 A 834 /- III- 1- 1- 13.0 Lu: NA Cs: NA VERT(TL): 0.305 F 823 240 L 850 / - / - III - Snow Duration: NA HORZ(LL): -0.026 J - - A Min Brg Width Req = 1.5 HORZ(TL): 0.036 J - L Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.530 TPI Std: 2014 Max BC CSI: 0.607 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.542 Chords Tens.Comp. Chords Tens. Comp. Ff/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 F- G 0 -2507 Plate Type(s): B- C 0 -863 G- H 0 -2498 WAVE VIEW Ver: 17.02.02.120B.15 C - D 0 -835 H -1 0 -2244 D-E 0-1983 I-J 0 -1385 E-F 0-2498 J-K 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ S-R 0 -1 O-N 2395 0 R-Q 1612 0 N-M 1938 0 Q- P 2325 0 M- L 803 0 P - O 2507 0 ;lgtttyggigf� Maximum Web Forces Per Ply (Ibs) �qa f *" Webs Tens.Comp. Webs Tens. Comp. 4 s S - B 14 0 O - H 496 - 89 "+" B - R 1138 0 H - N 0 -355 td4?1� R-D 0-1043 N-I 426 0 D-Q 516 0 I-M 0 -769 ' Q- E 0- 476 M- J 809 0 1,•Ot STATE OF E-P 482 -20 P-F 0 J-L L-K 0 -1120 0 '.t,• vi'w'a"`► -259 G-O 3 -323 K-L -15 0 -45 40 0165 OF 111 6E 1E 1089 9A 911F BD 89 SS F7 'This,dmwing has-beeo.electrgnicaily,signed and sealed+by Manuel Mardnei,.P.E 01. UG 947182) on the date shown above using a SHA-1 autheoticationtode. Printed caples_do this;doyument, aie.noY.considered signid ,and sealed and, the• SNA•i'autheWciaion'code must be verilfed on;any eleRiouic [bpies. • "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! II '*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TrusLs require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Cc ponent Safety Information, by TPI anr3'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attahetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply Vales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. truse, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI TI PI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drrawing or cover page. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability anc('I use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: 36CS00047 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 lbs / ... 09/10/2018 5'2"4 7'2"4 5'2"4 2' 16'0"8 8'10"4 1'3" —� 2'6" ' _ 2'6"12 - 2,6"12 2'6" =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 '3' 97 16'0"8 Loading Criteria (psq 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 Udefi U# Loc R / U / Rw / Rh / RL ! W TCDL: 10.00 Speed: NA mph Pt 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 / - / - / - / - 110 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 N - - W Min Brg Width Req = - EXP: NA Des Ld: 55.00 HORZ(TL): 0.033 N - - L Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA it Code / Misc Criteria Creep Factor: 2.0 Bearing K is a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.752 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 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: 0.671 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 GCp!: NA Plate Type(s): B - C 0 -1448 H - I 0 -2118 Wind Duration: NA WAVE I VIEW Ver: 17.02.02.1208.15 C - D 0 -2697 . I - 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 #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. W - U 842 0 R - Q 10 0 Hangers / Ties V- U 0 0 R- P 2526 0 U- T 2154 0 P- O 2526 0 (J) Hanger Support Required, by others T - S 2716 0 O - N 1700. 0 Deflection ttty) S- R 2844 0 N- M 0. 0 �*Mist;. j" a j� 4pr Maximum Web Forces Per Ply (Ibs) DEFLCAMB10114 for. camber re0comm ndati nsetail 4��� 'q Webs Tens.Comp. Webs Tens. Comp. Additional Notes, gi. 41 82KK A-W 0 -58 F-R 0 -277 + 2x6 continuous strongback. See detail;, W - B 0 -1175 R - H 252 0 STRBRIBRIO14 for bracing and bridging recommendations. ,. B-U 843 0 H-P 18 -24 °0 T Q `* U - C 0 -978 H - O 0 -554 Webs are square cut except dbl diagonals or as q9 »+ �•p`°o C- T 901 0 0-1 582 0 otherwise shown.�v ��' x T- D 0 -373 I- N 0 -1100 Truss must be installed as shown with top chord up. ` A'a1�� E - S 179 -114 S- F 198 -395 N - K K- M 1199. 13 0 0 40 01 CS OF 186E 1E 10 89 9A 911E 61) 89 SS F7 <This, drawing, has ,been elearonically,si¢ned and sealed,by Manuel Mattiner,' P.E. (FL Lib947102) od the date.shovin above using a SHA-1 authentication code. PtfMed'copies,:of ;this.document,.aie not,coosidesed'signed .and seated ami the'SHA-S authemitation, cade.must be ved'lied an'any eieculndt,coples. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 Join f Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of WSSes.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 p e responsibility of the gutlding Designer per ANSIITPI 1 Sec.2. For more information see this'eb's general notes page and these web sites: ALPINE: www.al Ineitw.corn: TPI: www. insLo ; SBCA: www.sbcindu .corn; ICC: wwwImsafe.opq Job Number: 36CS00047 Ply: 1 SEQN: 684281 / T39 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: DJH DRW: Truss La el: FT5 Wgt: 42.0 Ibs / ... 09/1012018 i 6" 1'2"4 I i =A 6 =B 6 -3CX6 !!!4T 1- 8'8" 32X8 111E.X4 =3X8 3'4"8 Loac[ 1 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R ! U ! Rw / Rh / RL / W F 579- TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.021 B 999 240 D 682- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 D - - F Min Brg Width Req = - Des LIJ 55.00 EXP: NA Mean Height: NA ft TL 0.002 D - HORZ ( ) D Min B Width Re q NCBCL L: 10.00 TCDL: NA psf Code ! Misc Criteria Creep Factor. 2.0 Soffit I Iu 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.546 Maximum Top Chord Forces Per Ply (Ibs) Load D ration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.213 Chords Tens.Comp. Chords Tens. Camp. A - B 0 -4 B - C 0 - 30 Spaci g: 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: 1: 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_ LumblIr F - E 580 0 E - D 580 0 Top cfiord 4x2 SP #1 Bot c Qrd 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Webs itx2 SP #3 Webs Tens.Comp. Webs Tens. Comp. Specal Loads A- F 0 -28 B- D 0 -718 --(,umber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) F - A 0 -49 C - D 0 -176 TC: rom 101) plf at 0.00 to 100 plf at 3.38 F - B 0 -752 D - C 0 -28 BC_rom 10 plf at 0.00 to 10 plf at 3.38 B - E 50 -11 TC:1889 lb Conc. Load at 1.85 Han rs / Ties �tyigti;S ftfg (J) H nger Support Required, by others >.rw.. Addi 'onal Notes Webs are square cut except dbl diagonals or as D 047109 otherwise shown. Trust must be installed as shown with top chord up. SEBtAL'# d00165 OF 19bE 1E 1089 9A 911F 8D 89 SS F7 'This, drawing has-been tlearooicany,signed and sealed by Manuel Mariner, P.E..R. tic.: A7182) on the date sbovio above using BSHA•1authenticationcode. Primed "copies ;af aM1t{ dotaarem�aie'aoYtonsidered signed ,and seated and the SHA-1 authentitaricm code must be vetilied an;any eletfrouic copief. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Installers temporarryy Cot�tponenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. shall provide bracing per BCSt. Unless noted oytherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly bracing installed BCSI B3, B7 610, attabhetl n id ceiling Locations shown for permanent lateral restraint of webs shall have per sections or as applicable. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trus'$ in ANSI PI 1, for handling, installation bracing trusses.A on this rawing or cover conformance with or shipping, and of seal page _ , listi(tg this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. irist.o : SBCA: www.sbcindu .com;1M. www.iosafe.o e IJob Number: 36CS00047 Ply: 1 SEQN: 684288 / 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 lbs / ... 09/10/2018 1-8"4 7'112 91"12 18' i 1,8"4 + 5'5"8 + 2' 8'10"4 1 2'6"--{--1'11" - -� 1112X4 1112X4 2X4(R) =8X14 =4X4 W=3X4 A B C DE F T 3�8 Z 1 X W V Ul 1116X6 =4X6 Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It 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 Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.13 to 100 plf at 18.00 BC: From 10 plf at _ 0.00 to 10 plf at 17.73 TC: 579 lb Conc. Load at 1.81 Plating Notes All plates are 3X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.32" DL: 0.24". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 9�--1^ 2'6"12 — 2'6"12 2'6" —41-1 1112X4 =3X6 7=-4X6 1115X6(R) G H I J K LM T S R Q P W=H0308 1112X4 =4X6 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.325 G 650 360 Y 1512 / - ! - ! - 1- / 4.0 Lu: NA Cs: NA VERT(TL): 0.569 G 473 240 M 1032 / - / - ! - / - / 3.b Snow Duration: NA HORZ(LL): 0.050 O - - Y Min Brg Width Req = 1.3 HORZ(fL): 0.068 O - - M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings Y & L are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.846 TPI Std: 2014 Max BC CSI: 0.894 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.694 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 G- H 0 -3864 Plate Type(s): B- C 0 -2537 H -1 0 -3564 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -3507 I - J 0 -2649 4002 65 OF 111 6E 1E 1.0 999A 911E BD 89 SS F7 7hivdriving has -,been ,eleaionicapy;gpled and sealed by Mandel Maiuner; M ¢L.:tio #47WR oithe date, shovin •above.using a BHA-lautheWcaHon. code. Piimed si ned .mpies,;nf ahis.dawinent ate not;[onsIdereG -and sealed and 4 i ' SHAA' autheoticadoh code must pit verified oo any elecitonk copies. D-E 0-3507 J-K 0 -1074 E-F 0 -3854 K-L 0 -1105 F-G 0 -3867 L-M 0 0 li Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y- X 1734 0 S- R 3942 0 X- W 1734 0 R- Q 3227 0 W- V 3169 0 Q- P 3227 0 V- U 3690 0 P- O 2071 0 U-T 3867 0 O-N 0 0 T - S 3842 0 Maximum Web Forces Per Piy (Ibs) Webs Tens.Comp. Webs Tens. Comp. Z-Y 0 -7 G-T 47 -50 A-Y 0 -28 T-H 43 -14 Y- B 0- 2266 H- R 0 - 38B B-X 30 -8 R-I 457 0 0-X 10 -3 I-Q 20 -4 B-W 1031 0 I-P 0 -786 W- C 0- 879 P- J 805 0 C-V 470 0 J-O 0 -1343 V-E 0 -378 O-L 1458 0 E-U 340 0 L-N 13 0 U-F 0 -241 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildingq�Components Group [no. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawing,indicates acceptance of pprofessiona 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. r=..r.n...a h fn .tine ono thie iWe nanaml nntx nano anri thaea w h _"aac- Al PILAF• v alnintdhu— TPI• � }arid rim, RRr:A-—shrindu4m —m- IM wvnv_iomafe am I Job Num 36CS00047 Ply: 1 SEQN: 6842911 T32 ! SY42 IbIffer•. 4EHB Hayiien-2601 "H" OL ]DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW: Truss Lab" 1: FT7 Wgt: 112.0 Ibs ! .. 09/10/2018 I 7'1 "12 9'1 "12 18, 1 i r 7'1"12 + 2' 8'10"4 �1-3"�� 2'6"12 2'6"12 Sq I "1 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 T e Z 1 9.9" Y X W V U T S R Q P O =4 6 =4X6 =4X6 1113X4(R) =3X4 =3X4 =4X4 =4X10 W=H0308 18, Load' ni Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf., NA Ce: NA VERT(LL): 0.308 H 684 360 Y 982 / - l - l - I - / 4.0 BCLL: 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 Brg Width Req = 1.3 Des Ld'J 55.00 EXP: NA HORZ(TL): 0.059 P N Min Brg Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Bearings Y & M are a rigid surface. 9 9 TCDL: NA psf Soffit: II 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) Spacidg: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CS 1: 0.652 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA F1/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 H - I 0 -3441 I: NA GCpi: NA II Plate Type(s): B - C 0 -1684 1- 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 11 E- F 0 -2872 L- M 0 -1039 Top chord 4x2 SP #1 u Bot c Qrd 4x2 SP 91 F-G 0 -3422 M-N 0 0 Webs SP 93 G - H 0 -3440 Platt g Notes Maximum Bot Chord Forces Per Ply (Ibs) All pl fes are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Defle pion Y- X 955 0 T- S 3484 0 X- W 2380 0 S- R 2991 0 Max T VERT DEFL: LL: 0.31" DL: 0.30". See detail DEFIj�AMB1014 for camber recommendations. W - V 3282 0 R - Q 2991 0 IIb{ldiplttfy V - U 3440 0 Q - P 1945 0 Additional Notes �ts9� U- T 3484 0 P- O 0 0 + 2xQ continuous strongback. See detail� "�, STRBRIBR1014 for bracing and bridging ��� '.44 �' Maximum Web Forces Per Ply (Ibs) reco mendations. v67 t Webs Tens.Comp. Webs Tens. Comp. Web are square cut except dbl diagonals or as g otherwise shown. Z - Y 0 -7 - H - U 194 -242 Trus , ,m A- Y 0 -40 U- 1 356 -358 must be installed as shown with top chord up. _P W�Af QF Y - B 0 -1330 I - S 0 -369 10 ,0 ,-,V1 B-X 1014 0 X-C 0 S-J J-R 386 0 21 -967 -23 ja0�'+ C- W 670 0 D- W 0 99 J- Q K 0 - 708 �4fiA1it1'�8 Q- 730 0 SERIAL# W-F 0 -629 F- V 735 -15 K-P P- M 0 -1260 1370 0 400165OFIS6E_1E10899A911FRD89SSF7 V-G 0 -537 M-O 13 0 17h8•drawing has been electionirally.signed and sealed by Manuel Mattinez, P.E. (K..Lic. C4liMj on the date A.ovin above. using SHA-1 authentication code. Piloted rbpiei„m this Ooaimeej'.a"re nor considered signed and sealed and the SHA-i'authemication. code .must be verBi&l gn,aiiy electronic copies. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TruLl es require extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Col . orient Safety Information, by TPI anc�'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly atta he riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as i plicabie. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to dra IwIlIings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingpl Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with UNSIIt PI 1, or for handlin shippin , installation and bracing of trusses.A seal on this drawing or cover page_ _ listingthis drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ands se of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00047 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: FTB Wgt 141.4 Ibs ! ... 09/10l2018 i 910"8 1019" 3i1 2078 I- 910"8 f- 1,8.8 r 978 12 2'6"12 --4--- 2'6"12 ---� Z7"4 —� I.--.3 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 0919" 70 �8'8" AC AB AA Z Y X W V 1114X6(R) U T S R Q P 1112X4 =4X10 1112X4 =5X6 W=H0308 1116X6 =5X6 20'3"8 J Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: 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 it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.35". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.385 U 621 360 A 1106 / - / - / - / - / 3.0 Lu: NA Cs: NA VERT(TL): 0.673 U 451 240 p 1110 1- / - / - / - / 3.5 Snow Duration: NA HORZ(LL): -0.061 M - - A Min Brg Width Req = 1.5 HORZ(TL): 0.084 M - - P Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & P are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.786 TPI Std: 2014 Max BC CSI: 0.744 Maximum Top Chord Forces Per Ply (ibs) Rep Factors Used: Yes Max Web CSI: 0.752 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 H -1 0 -4226 Plate Type(s): B- C 0 -1197 1-1 0 -4226 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1165 J - K .0 -3411 D - E 0 - 2899 K - L 10 - 3411 E-F 0 -3981 L-M 10 -1947 F-G 0 -4711 M-N Ili 0 G-H 0-4717 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp - AC -AB 0 0 V- U 4717 0 AB -AA 2245 0 U - T 4711 0 AA- Z 3554 0 T- S 0. 0 Z- X 3554 0 T- R 3948 0 �yL11f8ittp01 Y- X 0 0 R- Q 2779 0 X-W 4493 0 Q-P 1087 0 W - V 4491 0 0471 �. .• Maximum Web Forces Per Ply (Ibs) + Webs Tens.Comp. Webs Tens. Comp. `mow AC-B 14 0 U-H 255 -55 B -AB 1579 0 H- T 0 -819 AB- D 0 -1457 T- J 488 0 D -AA 909 0 J- R 0 -73o NAI AA- E 0 -891 K- R 0 -65 04,311 E- Z 19 - 28 R- L 858 0 SERIAL# E-X 580 0 L-Q 0 ,-1157 400165OFSB6E:SE1089.9A911F116895SF7 X-F 0 -710 Q-M 1197 , 0 'Jibis drawing has been.Rienroni[aHy signed and sealed by F - V 662 -79 M - P 0 -1513 Mandel. Martinez`,'P.E..iFC Ui.'Will2j.on the date `shown V - G 18 -228 N - P 0 -40 aSNA-lauIDe :abave,Udngatkatiao-code. U- H 85 -18 P- O 0 -7 . Printed' [oDies;pl ahis ,dawmerrt'.are',niit;considered. signed and sealed and the SHA-1'auahmtidnian.. code must -be vetHied un'arryr elecgooic caQies. —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, handlingp shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI �i PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page• listing this drawingg indicates acceptance of rofessiona 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 ineitw.com; -[PI: www. inst.o : SBCA: www.sbcindustry.com ]CC: www.iccsafe.orcj 4 Gable Stud Rein-orcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n.., tpn ,wnh WIr..J C..eerl. )r.' mp No,nh4. Pnrtinlly Fnrinspri. Fxnosure n. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade" -,,,,Braces No (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace wig (ll 2x6 'L' Brace w (2) 2x6 'L' Brace XIw Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7- 12' 2' 12, 8' 14' 0' 14' 0' S P F #3 3' 8- 5' 9' 6' 2- 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U stud3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9. 6' 12' 0' 12' 6' 14' 0' 14' 0' 0 HStandard 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' 11' 7' 10' 8' 2' 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10' 6' 7' 6' 10' 1 7' 9' 8' 1'' 9' 3' 9' 7' 1 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10, 11' il' 8' 14' 0' 14' 0' (U D F L Stud 3' 9' 5' 3' 5' 7' 6' it, 7' 5' 9' 2' 9' 7' t0' li' 11, 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' It' 6' 2' 6. 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' IS' 0' 13' 11' 14' 0' 14' 0' L4' 0' U S P F u #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' SO' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O fl F Standard 4' 2' 6' 1' 6' S' 8' 1' B' 8' 10, 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 111 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 5' 7' 6- 7' 9' e' 10, 9' 3' 10' 7' ill 0' t3' It' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, It, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10, ill 10, 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10, 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' cj S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' I1' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U LI Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O f-1 F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 141. 5' 1' B' 5' 8' B. 9' I1' 10, 3' ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7- 9` 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' S. 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7 14' 0' IT 0' 1 14' 0' Bracing Group Species and Grades] Group AI S ruse -Pine -Fir Hen -Flo #1 / #2 JStandacl #2 Stud #3 Stud #3 Stnndnrd Dou Ins Flr-Larch Southern Pinexxx #3 #3 Stud Stud Stnndnrd Standard Group Di Hen -Fir #1 K Btr #1 Dou tns Fir -Larch Southern Plnexxx #L1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these aradi Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach `V braces with 10d (0.128'x3.0' .min) nails. Atioutjl= )K For (1) 'L' brace, space nails at 2' o.c. able Truss In 18' end zones and 4' o.c. between zones. 3K)Wor (2) 'L' braces- space nails 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' bracing must be a minimum of 607 of web brace Is used. Connect eDF-L L member length, diagonal brace for 60011 Gable Vertical Plate Sizes at each end. Max web Brace total length Is 141. GENE Vertical Length No Splice Less than 4' 0' 2X3 better diagonal r -� Greater than 4' 0', but 3X4 Vertical length shown I bracei single 81 less than ll' Reenter than ' 6' In table above. I 45' or double cut (as shown) at L design common truss design for 1 + Refer o upper end. peak, splice, and heel plates p Refto the ng for conditlans g��� fi I L uild(this Connect diagonal at g Refer td th noter fOrenrin+,,`+t, �10 addressed by detailr to midpoint of vertical web, Chart above _xn9 -VARNDMI- READ AM FOLLOW ALL NOTES -ON ❑OS MAWDxR ..WMTANT- FHIS UMSH TMAVING TO ALL CONTRACTORS MCLUDING THE INSTALLERS ...J.l..� � EIVS � >> REF ASCE7-10-GAB16015 DATE 10/01/14 Trusses ra0uire extreme care In Fabricating, harwIlIM•Shpping, Instntlato and bracing. Refarite and follar the latest erLthn of SCSI (Bu1o'InComponent Safety infornatian, by TPI and SBCA) forl.safety g prnct,cea prior to performing these functions. Installers shatl provide tenpornry bwdng per gCSL Unless rated otherwise, top chord shall hove properly attached structurol shaothl a and batt8m dwra =; DRWG A16015ENC101014 shalt have a properly attached rldd celWp. Locations sham For permanent lateral restrolnt of webs • 43, or DJO, ae applicable. Apply pietas to each face tl have booting installed per B SI smid herrlse, __ of truss nM ppoasition as shown above and on the Joint Deta0.s, unless noted o of on J Refer to drawings 160A-2 for standard plate positions or or Atptne, a division of ITV D adNny Components Group Inc shall not be responsatle for any devtetlon from ', S`•:� (�y �y -- ---.AN.JT]tiLCOIJ�1_PA-NY - - this drawing, any fdlurc to buBd the truss In conformance with ANSI/TPI 1, or for hotMUng, shipping, 4ste-ltrahng, any so,� � �M '� .tea "T� MAX,TOT. LD, 60 PSF AXE A seal on, this-drowirg or cover-Dnge-BstY+g-tlds aw -=N.Dcates_ncce�rMnce-of_professlaml enptrxerbq re solely for the design shown The sultabBlty and use of'tNs-dr•nwhp 0'4- Th �� Y/ l"��' ti• �- mil= p r''YJf 13389LakehnnlDrive Md1V DeNg= ,eAN b, far �y sic more - Y - Earth City, MO63045 InfornaWn sae thls� these sites ALPINEi ww4lafnettw.ean� TPL rww.tDlnost.orenBCN wrwsbdndustry." IL wwJ.cs4F,,4rg fnf ll _'os..e'eat - MAX, SPACING 24,0 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean- Height, Enclosed, Exposure C, Kzt = 1,00 Ori 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n- 1pn mnh Wind Snepd. 30' Mean Helnht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace X (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ' (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' US Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 111- 13' 7' 14' 0' O f 1 HF Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' il' 9' 12' 2' 13' 11' 14' 0' _j d 14- 01i S P D F L #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' il' 9' 7' 12' 2' 13' 0' L% #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' I' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' .i > S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Lf Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11' 10' 4' 13' 1' 13' 7' 14' o' 14' 0' O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' il' 10' 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13' 5' 13' 11' 0 14' ' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13, 9' 14' 0' 14' 0' \ #3 4' 1' 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' 5' il' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' Or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' ill 0' It, 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 1w 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' V S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, li' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' O HI F Standard 5Stud 4' ' 6' 6' 6' 11' 8' 8' 9' 3' 101111 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 111 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12, 8' 13' 7' 14' Bracing Group Species and Grades, Group AI S uce-Pine-Fir Hem -Fir 81 / a2 Standard #2 1 Stud R3 Stud I it a3 Istandard Douintas Fir -Larch Southern Pinewxm a3 p3 Stud Stud StandardI Standard Group BI Hem -Fir ai g Btr a1 Dou to Fir -larch Southern Plnemiw al al a2 1 1 #2 Ix4 Braces shall be SRB (Stress -Rated Hoard), xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi VOtd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or IV plywood overhang. Attach 'L' braces with IN 0,128'4.0' min) malls. - Atioutjr )K For (1) 'L' brace, space nails at 2' ac, able Truss In 18' end zones and 4' oc. between zones. )K)Wcr (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 any be doubled when diagonal I IL )K bracing must be a minimum of 80% of web brace Is used. Connect ` member length. me diagonal brace for 690a 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length is 14'. iK3K Vertical Len th Na S flee I 2x6 DF-L N2 or I Less than 4' 0' 2X4 better diagonal "r Greater but 4X4 Vertical length shown braces single 8, 8 less than 12' 0' In table above. 45' or double cut (as shorn) of • Refer to common truss design for upper end, u u peak, splice, and heel plates. ntlnuous Bearing Refer to the Building Designer for conditions Connect dil...n.T at I111111111T not addressed by this detail, length, midpoint of vertical web. Refer to chart above for max gt�Wle rt(N4ti —VARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAVINCd wwDipWTANT- FURNISH TIOS WAVING TO ALL CONTRACTORS INCLUDING THE I STAUXRS, `Ivi REF ASCE7-10-GAB16030 DATE 10/01�14 Trusses requlre ewtreme core In Pobrkating, handling, shipping, hstalllng and bracing. Refer to and foHow the latest edition of BCS1 (Building Composafetyt Sofety Information, by TPI and SBCA) for safe 1-1 y�-y� - � ^ DRWG A16030ENC101014 ff �� I� practices prior to perfo ntng these functions. Installers shall provide temporary br,117 per BCSL U less noted of -wise, top chord shun have property attached stri,cteral sheatwng and button chord shall hove a properly ottoched rigid ceiti g. Locations shown for permanent lateral restraint of webs shall have bracing Instaaed per SCSI sections 33, 87 or 810, as appll-ble. Apply plates to each face No / a I I I L_J I� I =� Fes— of truss and position as shown bove and on the Joint Det.k, —it.. noted otherwise. Refer to drowings 160A-Z for standard 7Q 111=�IUr 11 plate positions, Alpine, division ITy Mdbg Conponents Group Inc shall not be respons,bLe for any deviation from = ATE OF AN ITWCOMA4NY a of the drs.ft. any fo8ure to bind the truss In conPornance with ANSI/TPI 1, or far handing, shIpptrg, L bracing f trusses. :.p l� �� MAX, TOT. LD, 60 PSF hnst41lat1on g A seal on this drawing or cover page listing this drawing, indicates acceptance of professional h anSsof tins dna ling trneanYsgtrreucture m. e sBu0.d4p /Pe Stc.2 Is thereerty aowa=yA '/4FP MAX, SPACING 24,0' tO3 hC.M6045 c°°oi rie;sc'c`:'wi�ec:::a13389 ;P ALPINE, pi eecn .«forg a 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, 's_Q6 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Reinforcing Member Goble Truss Gable vertical length greater than 48' 'L' ar 'T' brace required Gable Truss Plate Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0,148'x 3,',min) Nails at 4' o.c. plus (4) molls In the top and bottom chords. Toenailed N61Lst 10d Common (0.148'x3',min) Toenails at 4' o c. plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A31015051014, 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, A20030PED101014 See appropriate Alpine gable deta0. for maximum unreinforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - IN End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detalD. Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' relnforcing member material must notch size, specie, 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 B3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 �FF7lH_ FFIt ll�� U U AN ITWCOMPANY 13363Lakelsontfte Ead Qty,MO63C45 SOVARNDAiisw READ AND FUIUMV ALL HUM rah TM DRAVDiGI ONDFDRTAW" FLXWSH THE DRAWM TD ALL 1XNIRACIDRS DEUDDIG THE INSTALLERS. follow the Latestes eextreme edtlon OfCare Im BCSI tBWdrg Cargonwntl S�nfetyIr forNatlon, try TPIbnndSDCA)efer to for snFety proctices pr►pr to perfortdrg those ftnetlons. Installers shall provide temporraarryy b a= per BCSL Unless rated otherwise, top chord shalt have property attached structu-al sheathing and bottan chard shall have a property attached rigid selling. I Motors shown for pernnnent lateral restraint of webs shall have bra, Installed per HCSI sections B3, 87 or B10, as opptcable. Apply plates to each face of-truss-and-posttbn_as_shgwn above and on the Joint Details, unless rated otherwise. Refero'dirothgslbOA Z-for_s�ondord=pt6t�Pod3 _ Alpine a dVlfbn of ITV Mddnna� compare is Grow Dpe stints not be respons ' e for onY'daNatbn-From this drawing, any failure to butd the truss In corfornance with ANSI/TPI 1, or for handling, shipping, Installation L bracing of trusses. A seal an this drawing or cover po Ibt/ip this drawlhg, Indicates acceptance of professloral ergkseerInp respot�lliLv sWdy for t se akm�n shun. The wtobuey arsd m" or this drmtig fort osyr strtettre b reepartsdNty t>F WA&V Dealgrser pwr ANST/TPI 1 SecZ rar more Infori+ation see this Job's gonerut notes page and these web sltest ALPINEt www.al elta,coml TM wee. instorgl SBCM wwwsbchdustrysrgl 1W www1ccsafe,org 4vi+�,°�ty + �+ea y . e�,i3:5!, Na Ga7c02 *y^ *z = - .. ETxTE tip c` l a g a ps r wo s ps ss... ammxars ••-•--� ""-"."" MAX. —TO LD=-0=PLSFF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 - DUR. FAC, ANY MAX, SPACING 24.0° 2; I'R' _X Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame n ��-o �#1 Hip Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, �-- Setback Stepped Hip System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame -provided by truss manufacturer, 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 hia a V�i���ihw Lins, ..FURNMNn REAR AM FOLLOW AL ALL NDIES RS THIS VMWDQ TH ��- �GEN�F �A� REF HIP FRAME nrINPpATANT.. FIRND THIS DAM LLfIRMS ON T= MG THE MSTAIJ.F.RS. L •1 Trusses requ4re estreme care m 11, 1ting, n=l;, sWppino, hstatpng and 1r % RCPer to orW �\ s DATE 10�01�14 folio. Wv lntas! adtton of 73CSI D3ufttllrg Canponant Sofety Iniornatbn, by TPI and SBfA4�)p far safety N i Unlessp—tknot prior otherwise, topoh d"shall how proper�iy cin 1ea�ivixiureol��;ectli4,o ncnd o tto�ci,ara _ * S DRWG HIPFR1801014 shall have a properly attachatl rWttl cvah¢ loco26�nc dmrn far pernanent lateral restraint of sabs. d ��� of t have bracing installed per B SI sections tth J or Det as applicable. ApPIyy Platesrinse. to each face of truss anddraw ppoos IS as for above and te the Joint petals, uMess noted ather.lse. S' A'iE Refer to drnsinps tagA-Z for standard plate positbns � .� OF Alpine, a dIvlslun of CTV puBdlnp Components Group Inc shot( not be responsible for ony devlatlon from S Ji Q M) ITW COMPANY ttes dra.ing, any faaure to buld the truss In .-Fornnnce Ath ANSI/TPI 1, or for fwndpng, sWpping, � n� }}:•�� t P, Instnllntlon 6 bracing of trusses.'o A seat on this drawing or cover page Hsting tWs drawling, kulcates acceptance of professional 44yy sdNy for the design shown. The suitoblity and use of this drawing y �6pi• A �` i 4` 13389 Lakefront Ddve for— the r'esporc6llty of the MAding Designer per ANSLTPI 1 Sec2 rd^ idN�� $e�i�l1A Eadh Cily,M0 G3p4G For more InFornatlon see this Job's general notes page and these web sites t ALPINE, ..e.1pIrMftcami TP1, n..tplstoroj SDM—bclnd"t yorg, Ice.wwakesnfecrg fl'alplgLlllllttTl r :eili)niHin„ . oat euo•(gs .. roams 10-4-,R '... ,idl luo�ylau o-a,. 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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 diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. six Refer to Engineer's sealed truss destan drawing for piggyback and base truss specifications, Detail A I Purlin Spacing = 24' c,c, or less 12 Up to 12 O.C. max i—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c, spacing In between, Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,13510,51). Up to 12 V /� II II 4' \\ I I \\ / I I I I Purlin Spacing > (/ 24' o.c. max FuLl TopL11 Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. }ad�jiilNl%I WARNDKiie- READ am FOLLOW ALL NOTES ON THIS WAVnxi ,.,\ \� /1""filet' ww1114rnTANTsw FURNISH THIS BRAVING Tn ALL CONTRACTORS MCLUSDiG THE INSTALLER& P\ '1 Trusses/require extreme care in Fabricating, handling, shipping, Installing and brocing.1 Refer tawl o ^ follow the btest edition of BCSI 111, Component Surety Information, by 11 and SBCA1 for safety � g V\V C�� practices prior to performing these functions. Installers shall provkle tenporory bracing per BCSI. tbie s noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached Hold ceiling. Locations sham for permanent lateral restraint of websHNF . a fl shalt t have and cingpas total s per ale. sections an the Joint or SIODet ils app-less no df Wat¢s to eaU fne¢ — of truss and position all sham 1321 nd on the 7or Details, unless e. Apply otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine a division of ITV MdIng Components Grooff� Inc, shalt not be responsible far any deviation from AN 01A/ODMPANY this drawing, any Fall— to b Ad the truss in confarnonce, with ANSI/TPI 1, or for harslUna, shipping, ng, r r� dr 1-to11o11on 6 bracing of trusses. m� A seal on this drawing ar cover page listing the drawig, Indicates acceptance of professional 6 i1 pr A,,1 emebx'n'1+g resporufbNty solely for tin design shown Thr s�itoWUty nrd use of this drawing for any struct,e•e Is tin rospor¢�slty of the B,ddbg ➢ealprier per ANSVTPt 1 See2 Earth City, MO Drive Far more information see this Job's general notes page and these web sites,p�w Earth City MO t3045 ALPntE, r.wsioaw,itwcom, TPI, www.tahst.ora, SBCA,--tchdustrvoro, 106 wwwlCC%dFe4m r1di,. QlYAl (•'lV�..w4� Piggyback cap truss slant naited to all top chord purlin bracing with (2) 16d box nails <0.135'x3.5'> and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of slid box nails (0.128'x3') at 4' o,c. Attach purtIn bracing to the using (2) 16d boxnallts, 3 <05'x3S>top chord . The top chord H3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with <8> 0,120'x1.375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nalls. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0,120'x1,37S' malls Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o,c. with <8) 6d common (0,113'x2') malls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces, 2x4 Vertical Scabs 2x4 SPF 1112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) IOd box nails (0.128'x3') per scab, (3) In cop bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Plaovback Plate One 28PB wave plggyback plate to each face @ 8' o.c, Attach teeth to piggyback at time of Fabrication. Attach to supporting truss with <4) 0,120'x1,375' nails per face per ply. Piggyback lates may be staggered 4' o,c, front to back fapces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method Is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 ,2x6 2 rows 2x6 2-2x40i0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, ' M Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' a.c, Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf, a-Z4 ..IMPRTANTn � I= WAVING TO ALL WAD NO FOUMV CONrtOWTOM MMUDING TON THIS Y1N0HE INSTALLCRs �.�`'�vEI,. �,��f'�i,� TC LL PSF REF CLR Subst, Trusses —It ky extreme core In fabricating, handling, shipping. Installing and bracing. Refer to and fall.. the latest edition of BCSI CBu0.lfng Component Safety Information, by TP[ anal SBCA> for safety �� jpl�� TC DL PSF DATE 10/Ol/14 v prncticos prior to perfornhg these fuxtfonc. Installers slap provide temporary br.drg per BCSL Unless noted other se, top chard shall have properly attntmed structural sheatNng and bottom chord shall have .properly attached Ngd cel . Locations ahown for ptrnanent lateral restraint of .ebs shall have bradng Installed BCSI sections B3, B7 or B10, as opdknMe. Apply plates to each face ` y,C�fYs �� A C DL PSF DRWG BRCLBSUB1014 Q II ILJ1� per truss and posItlon s shown above and on tha Jo'uit Details, unless noted otherwise, Ref fer to drawings 160A-Z far standard plate posltlo— YS BC LL PSF L�ILr� Alpine, . dvlsion of RV BWlding Component& Group Inc shall rot be responsible for any deviation from _ �'0T. LD. PSF �--- __ ---.ANlT1N_CIOMFLIXY — — tFds droving, onY faRure to build the truss in conformance .M ANSLTPI 1, or far handling, ahWpft, � .� ��'� d� Inat1[otton-t-hcadog'of trusses.— A seal arf this d ..Ing or cover pEge— ltstag�- As-drns y,=lMcates-�'t��a�nce-of_praCesslonal er�gheerY�g respans6Nq sdelY For the design whom The sWtabAlty vd use oT`SHs'drashg--� dng ANSIRPI 1 Sec2 ,e1 Jay _,, ,. 4z�y-�-,� ' �(��-..DUR.-FAC� 13389 Lakefront Drive Earth City. MO 63045 far an sty ructure Is die respansf691ty of the W Bestgrur per Par more Information see this Job's gemeral notes page and! these web sites, pLPINfl w.glpinelt..conl TPI. ww..tphst.orill SBCA1 wws.sbcindustry4rgi ICP n.ltcsaFo,orB �dE 1.�% A �di SPACING } 44y/1111111111110 Ir Crack_ ed or Broken Re-mb-i@-7r-=f epait Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid andy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species 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, Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie-in loads. S L L �TyPicai ~ + o + o + o + o o + o + o + o + —1 2' [-- Stagger = Back Face 10d Box (0.128' x 3', min) Nails, = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staociered Nail Sr)acinci Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36p 2470# 2530# 2930# 3210# Web or Chord 2x6 1 3535# 3635# 4295# 4745# Web or Chord 2x4 42 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Minimum L ➢Istonce x.DWMTAMTv�ftURNISOTHIS D➢RAWWIING Two °ALL`�c�+r�RACTTt� INCLUDTHIS ING WING!r UIE msTALLERs. ��`�� +�vTr ,yam �. REF MEMBER REPAIR True-. = ..tr.n. car. In fabricate,g, handling, aKtppsp, Instolft and br..Ing. Refer to and �P V`G���� DATE 10/01/14 folio, the latest *It- of SCSI 1,11, Corponent Safety Infrnotlon, by 11 and 1111 for saf.ty prnctkno prior to performing those functions petnllers shed provide temrmt Sh att rig and par BCSL N . less noted otherWse. top chord shall have properly attached structural tneatrdng on button chordDRWG REPCHRD1014 shell have a properly attached rlpld celfng. Locotlons shove for permoment tnt.rat restraint of ebs .,1.. p shalt hava bracing Mstnitod per IiboI and 0. the J or B10, as apd,cabno Apply plates to each face YZ ' of truss and position as shove above and on the Joint Details, uhiess noted nth.rvte It--+tf Refer to drawings 16OA-Z for standard plate posltbns. E OF Alpine, a dvlsion of ITV Dullding Components Grote Inc shall not be responsible for ony devlatbn iron AN i'l1N oommw thts draehg any failure to build the truss h+ conformance Nth ANSI/TPI 1, or 10 fw hano'Ung, shipp4+g, � aistaltatbn L bracing of trusses. A seal on this dvvNg a cover page Ustl% this droNng. Mcates acceptance oP professional engineering responam0.lty solNy far the dellgn sMvn The suitoblky and use of this draving for arty s =t-1p a La the respansblUtY of the &+Rdtng Deslgmer per ANSI/TPI 1 Sec$ /,f� y� •�.��+. >>1� Earth ity.M atDrve ' „ h�A{ — SPACING 24,0 MAX Earth City. M0630a5 for more IeRveotton see this ,pb•s general hulas ipage and these .eb Joositev ///f iJYf'16 � 11t1 ALPINE, evv.alpineltr.coM TPb vvv.tpincAorgJ SDCN Yetl.GaClntlYetryArgJ_ ICG aa.lcCeafaArg 'it 111 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TG� ILLER r EXISTING FILLER `1 - 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' D.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), �l APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), )ILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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 CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS Ain=n ❑N THIS SHEET T USE THIS DETAIL FOR: ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF 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'-O'). 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 CONDITI❑NS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLC - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS <0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER 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 (0.128'0') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), VARttMa— REAR AND F01.1.17V ALL NnU ON THRS DRAVD1e nINP�2TANTes FUBDSN THIS DRAVING TD ALL CR7TRACTURS Ditti O4 THE D13TALLOM Trusses require extreme core In fobrkntag handUnp, shipping, InstnlUno and broclig. Refer to and%yam\ /� EN folios the latest etlttlon of BCSI (Burring Component Safety Tnforentbn, by TP[ and SBCW for safety ` �V t? pproctices prior to performing these functions. Instatlers shall provide temporaryy �bratl g per BCSL AI UMecs noted otherwise, top chord shall have proper4y attached struct,an{ sheathing and botton chordN a shall have a properly attached rigid ter " Locations sham for permanent lateral restraint of ebs shall have and position ion as per DCSI sections the Joint or D10, ils applicable. Apply plates to each fa[r III II�11'LLlllrr�_��' of trust nbr cing inn ns chper above cti an tho 7or B10, a, unless le. A otMrate. Refer to drawings 160A-Z for standard plate positions, Alpine, a divislon of RV Building Conpments Group Inc shall not be rospansble for any devfntion fr S At E OF ----�ti=TIWCQMDANY_tNs_drnfknp, any fnrure to build the truss H conformance wMh ANSVTPI 1, or for handling, shipping, ,.n Ifor respons11" solely far the design sham The sWt LEICY oM use oP ih 13389 Lakefront Drive any s lure is fha respons611ty of tbo Dui®np Dosignm^ per AN 1;2 I Sect Earle City, M063046 For more InFornatlon see this Job's general notes page and these web ALPINE, www.alolnelte.core TPD wrw•loinst.oror SBCA, wew.sionidustrv.oral ICO we EF BC FILLER ATE 10/01/14 RWG REPBCFILIC14 SCAB 2X4 ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = -1,00, OVERHANG DETAIL ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, sane grade and species as top chord • designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box C0,128ex3,0°, min) nails at 8e 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, vARwem" WAD Arm fou OW ALL NOTES till TI4S IIRAHINta wnPORTANTo fIxNM n= DMVI G TO ALL CONIRACTM immunm'NNE INSTALLERS. require `� JVv � � "T%%�1''. ` EiVS ' T❑TAL T❑P CH❑RD NOT T❑ REF 2X4 SCAB O.H. DATE 10/01/14 Trusses extrene care In fobrkating, handUng, shipping, installing And bracing. Refer to and ,0110. the latest edition of BCSI ®ultling Component Safety Inforrwtlon, by TPI and SBCA) for safety �C' : LOAD EXCEED 40 PSF DRWG ❑HSCB2X41014 proctkes prior to performing these Functions. Installers shall provide tenpornnrryy brudng par BCSL Unless noted otherwise, top <h—d shall have properly ttachetl siructur.I sheathing and batt°n chord for lAteraN `�gQ. Z No (DEAD PLUS LIVE) aF7 N� �� h l—+ shall have a property attached rigid CeNng. Locations sho.n pernonmt red; of sobs shalt have bra installed per =1 sections B3, B7 or Big, As Applicable. Apply plates to each face of truss and posltlon As sham above and on the Joint Betnls, unless noted otherwise. _ y lE Ir Refer to drawings 16BA-2 for standard plate positions. S A.I.E �� AN fTWCOMFf�NY Alpine, a division of ITV BuLdno Components %o�p Inc shall not be responsible for any deviation Fran this dra.ep, any f11-11 to build the truss In rnnfornonce with ANSIAPI 1, or For h ndung, shippbp, i .Q BV` �4 Inataltoilon L hrAdng of trusses' A seat on this dro.btrev or cover page listing this dr..ko Indicates acceptance of professionat engineer" re solely far the design ahom Tine suttabelty and use of this drawing fay •nr s� s �� �® /� W R,© y y�`� DUR, FAC, 1,15/1,25 SPACING 24' Caksiro Drive nrlccnoFa.orga!``�, is m - ° ... at Earth ALPINF, .e.A <ara° <b�ia4�is<ry.orgl I EJ a II lEnd Jack EJ o: O 12 €VARIES OPTIONAL (2) 16d TOE NAILS SCISSORS BOTTOM CORD 13 N eveled Jack (BJ) a. G = 03 o (BJ) (2) 16d TOE NAILS m n. CONNECTION DETAIL 8-0-0 MAX. SPAN Co (BJ) (2) 16d GUN NAILS I m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. 2x4 SYP Nailer 16" Long Gac�L B'-o" MAX. Top & Bottom use 16d boo Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT I i N.T.S. j OPTIONAL WEB CONFIGURATION i I j tz I VARIES 12 1 NAILS See Connection Detail tz CDVARtES (4) 16d NAILS See Connection Detail OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) I N.T.S. , i 4 i TYPICAL CORNER SET INSTALLATION TYPICAL L ADING P.S.F.) TILE: SHINGLES: TOP LIVE LOAD:! 20 20 TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: j 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: M X. 160 MPH PER ASCE 7-10 MM. 24" O.C. I WARNI G Read�C Fdtlow`a ITT n-this-drawing_ Furnish this drewirg to all Pontractors including the installers. TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. .%, t%1411111410'I r No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER /raa�� LICENSE # PE 47182 STATE OF v✓> ®Q . % O