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HomeMy WebLinkAboutTRUSSSCANNED BY St. Lucie County RANEY COMPONENTS Q1iev 19900 Independence Blvd. Groveland, FI 34736 01tipCl11ents, ELC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Job information: Address., CusQmer Name: Creekside Lot 32 DR Norton 8637 Cobblestone Dr Des 1"ption., Clty, State, Zip: 4EI113 Hayden-2601 "H" OL Fort Pierce, FL i i��__�e�__ ■�r__�__a_ Cover Sheet Order # JOB # 36CS00032 Printed: Wed, May 16 2018 FOR Name and License Number., —M.�LFC1w111& is Iwo INIG11~18. Roe�ILoads: Floor Loads: TC LRw TC Dead: BC Llve: BC Dead: TC Live: TC Dead., BC Live: BC Dead., 20 7 0 10 40 10 0 5 Bldg, Code: Wind Std: Wind Speed: : W Bldg. Useage: Building Typerid Type: FB �II2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from:,1 thru 43 Total 43 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO Al 2 A2 3 A3 4 A4 A5 6 A6 7 A7 8 A8 A9 10 B1 11 B2 12 83 C1 14 Bit 15 BJ3 16 BJ31- BJ5 18 BJ5A 19 BJ5L 20 EJ7 EJ7L MV3 22 26 CH 4C1 23 41') Mvi 4C2 24 28 MV2 4BJ1 4BJ3 30 4BJ5 31 4EJ 32 4EJ3 4EJ6 34 4CJ3 35 4CJ7 36 FT1 FT2 38 FT3 39 FT4 40 FT5 FT6 42 FT7 43 FT8 4 No 0471. a a tA, r� STATE -��am, Digitally signed by Manuel Martinez m e l t DN: c=US, o ldenTrustACES Business Representative, ou=M AND E ASSOCIATES P.A, cn=Manuel Martinez, - _ 9.2342.19200300.100.1.1=A0109800 • 00001404CF8FE960000211F n Z Adoebe 18+Q5.t DCversion: 00' r ` RdobeAcroFi'atDCversion; 2015.006.30418 40 01 SA38 FF 50 fit BO B9 7F48 00 99 2E 95 FB Ita1t 1 m l"bL clsztmsx;saLy reOZVI wiled by Ba morel taarttrtea €��,xi-.. tBr. rrtslaz(gn Yne�aec slwwn al>ara ac,�n8.asxaa =Arntaaz&Znmdm tad cr�#asasrsf�s da_�x^..sttsrm erst c�sss7.c}�rad si6neaisn3 sraled �6tivz�s.�.a•autbentkaakneeze9emaaetze;�erN.rara�sdsztimrsk: =IaL File LoPY Page 1 of 1 T. . . Job Number: 36CS00032 Ply: 1 SEQN: 684181 / 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 .. / ... 05/1612018 T711 "2 14'10"2 18'3"4 21'4"12 24-5 14 31'5"13 2' "5 39'8" 77"11 6'8" 3'5"2 3'1"B 3'S"2 67"15 7711 =5X6 1112X4 m4X6 m3X4 =3X4 =3X8 =3X4 =4X6 1112X4 I SEAT PLATE REQ. SEAT PLA 'REQ. 39'8" 1' 7'5"15 46"1 2'6"10 3'8"10 2'14 3'10"6 2'6"10 424 7'5"15 1) 7'5"15 12' 14'6"1 18'3"4 21'3" 25'1"6 2T8" 32'2"1 3918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi L/f# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.207 'Q 999 240 B 1650 1786 / 866 / - / 304 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.563 Q 999 180 K 1550 / 786 / 866 / - /- 16.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.079 M - - Wind reactions based on MWFRS Ld:EXP: C HORZ L 0.148 M - - B Min Br Width Re 1.8 Des CL 10.00 Mean Height: 22.09 ft �) 9 q NCBCLL: 10.00 9 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.556 Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.602 Spacing: 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)/10(0) ,. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s):. ` _ Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 15M -2092 Lumber B - C 1949 -3186 H -1 1646 -2495 C - D 1623 -2508 I - J 1623 -2507 Top chord 2x4 SP #1 • D - E 1647 -2496 J - K 1950 -3186 Bot chord 2x4 SP #1 WE - F 1432 -1893 K - L 23 0 Webs 2x4 SP #3 F - G 132 -893 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2876 -1654 P - O 2226 -1249 T - S 2872 -1654 O - N 2872 -1681 S - R 2872 -1654 N - M 2872 -168' a �^ R - Q 2226 -1222 M - K 2876 -1681 Q - P 1889 - 976NO .: w Maximum Web Forces Per Ply (Ibs) ` to - Webs Tens.Comp. Webs Tens. Comp_ � T - C 294 -15 P - G 642 -448 C - R 486 - 693 P - H 513 - 682 r a R - E 450 - 210 H - O 448 -207 E - Q 516 -688 O - J 487 -694 �e� F-Q 645 -449 J-M 294 -17 a""ir3 F-P 193 -186 40 015A,38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB %U omhax m 11 mmaladby r/q ,l Martfuz P£. ffL, lPe. G&ISE2(rhmsis.Aa shwa a1 v.aa$ a SHh+3 msttientlxaA}�uaes; e. tndaWhmz1tf% dmumatavm matca Wmaad sknwd a dsalad =6 m=ydectmmk cmpim READ AND FOLLOW ALL NOTES ON THIS DRAWING! THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ng handlin sh! ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building nd'SBCA) for saety practices pnor to performing these functions. Installers shall provide temporary e,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly or permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, of truss and Dosition as shown above and on the Join Details, unless noted otherwise. kefer to of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nee with ANSIIfPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ Ing, indicates acceptance of pro essiona engineering responsibility solely_for the design shown. The suitability, any Job Number: 36CS00032 Ply: 1 SEQN: 684175 / T8 / HIPS 4EHB, ayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss bel: A2 Wgt:226.8lbs / ... 05/16/2018 T7"12 2i"3 1410"2 17' 22'8" 24'931'S"13 2 4 39'8" i T7"12 �" 6'7"15 +2'1"14I 5'8" 2'1"14' 67"15 p T7"12 :5X8 a 5X6 F G 1112X4 mH0308 =3X4 =3X4 =3X8 =3X4 m1-10308 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" T6° 4'6" 2'6"10 2'5"6 5'6"4 27"2 2'6"10 4'6" 7'6" 1 76" 12' 14'6"1 17' 22'6"4 25-1"6 2T8" 32'2" 39'8" Loadin I 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 L/# 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 1787 / 872 / - / 286 / 8.0 BCLL: 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 Ld:' 37.00 EXP: C HORZ L 0.153 M - - (T )� B Min Br Width Re 1.9 g q = NCBCL : 10.00 Mean Height: 21.83 ft Code / Misc Criteria Creep Factor: 2.0 P K Min Brg Width Reg = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.607 Bearings B & K require a seat plate. Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.817 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Z' Wind Duration: 1.60 WAVE, HS Vh=-W Ver: 17.02.02.1208.15 A - B 23 0 G - H 1617 -2320 Lumber! B - C 1978 -3307 , H - 1 1679 -2600 I Top chord 2x4 SP #1 D - E 1679 -2615 J - K 1978 -3292 Bot chorp 2x4 SP #1 Webs 2>f4 SP #3 it E - F 1627 -235D K - L F-G 1519 -2121 23 0 (a) Conti I uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member1Or 1x4'7" reinforcement. 80% length of ber_ Same & SRB or better, Chords Tens.Comp. Chords Tens. Comp. web me attached species grade With 8d Box or Gun (0.113"x2.5",min.)nails B - T 2987 -1689 P - O 2324 -1277 @6 t T-S S - R 2983-1688 2983 -1688 O-N N - M 2970 -1715 2970 -1715 Loading * � °. R - Q 2338 -1251 M - K 2974 -1715 e% 0 Q - P 2134 -1085 Truss passed check for 20 psf additional bottom 7 chord Iivglload in areas with 42"-high x 24"-wide „ � clearance 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. WindUr Member esi n based on both MWFRS and C&C. 9 E '' s w T - C C-R 296 -16 486 -695 P - G P-H 696 -430 491 -609 R-E 413 -207 H-O 412 -2W a 40 �w�, � ' E - Q F - Q 494 - 606 728 - 469 O - J J - M 487 - 695 296 -17 . 1r F-P 193 -189 40 01 SA38 FF 58 81 B0 8B 7F48 00 99 2E 85 FB T%uItem h=be m1saraAC351Mpoda waiddbymasu'lMartin", 'a^£ (rL. ttc. GditH2j fFt742�ffi shawaatxs� as�&ig a SN&.4 zuftndua>kAzade. armrsdcWtazaftfisdfXCMWdznnotamsi&md t4va =d=lad and the ss--da amwt twwdAad mamfdactmrzk sayids. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone Safety Information, byy TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing pe BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a d)vision of ITW Building Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing thislIdrawing indicates acceptance of protessiona engineering responsibility solely for the deeign shown: The suitability and use tlf this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Y Job Number: 36CS00032 Ply: 1 SEQN: 6841771 T7 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: A3 Wgt 207.2 Ibs .. / ... 05/16/2018 T7°11 �'?"3 15' 19'10" 24'8 2 'S"13 2' "5 39'8' 777°11 6'9"13 + 4'10" 4'10" + 6'9"13 7'7"11 i 1 1=4X6 Ea5X8 1112X4 z�25X8 E F G 111230 =4X663X4 -3X8 =3X4-4X6 1112X4 SEAT PLATE REQ. SEAT PLATE;REQ. 39'8" 1' 7'5"15 6'6"1 1' 4'10" 4'10" 1' 66°1 T615 1' 7'5"15 14 15 19'10" 24'8" 25' " 32'2"1 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 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): 0.211 F 999 240 B 1550 / 788 / 878 / - / 256 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.575 F 999 180 J 1550 1788 1878 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HOR7(LL): 0.081 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.150 L - - � )� B Min Br Width Re 1.8 g q NCBCLL: 00 Mean Height: 21.41 ft g Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.580 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.404 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 F - G 1690 -2320 Lumber B - C ' 2018 -3189 G - H 1679 -2465 C - D 1655 -2477 H - 1 1655 -2477 Top chord 2x4 SP 91 D - E 1679 -2465 I - J 2017 -3189 Bot chord 2x4 SP #1 E - F 1690 -2320 J - K 23 0 Webs 2x4 SP #3 Bracing Maximum But Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1 x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, B - R 2880 -1728 O - N 2210 -1275 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails • . , ,y R - Q 2876 -1728 N - M 2876 -1754 6" oc. ,. 44 •.�rira safe Q _ p 2876 -1728 M - L P - O 2210 -1248 L - J 2876 -1754 2880 -1754 Wind _ .' . e» Member design based on both MWFRS and C&C.x Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 301 -14 O-G 245 -166 Ir C - P 523 - 724 G - N 476 - 218 E - P 476 - 218 N - 1 E- O 245 I- L 522 - 724 301 -16 s .. z° -166 F-O 191 -213 ON AV jtw SERX* 40 01 SA3S FI= 50 K 80 BB 7f 48 00 93.2E 85 FB ThkisamV�snta� s�nadas5....,fad fsy rdaxvsa9 Marttrccz, ate"i.t€e.4'�iif82(anth�$st¢SfwraB nh4:u u,�tiga SNRwT a9�iadlt'�73FdA ELdya. ?a$aead x�eaFs�af H� darx%ssa�tmm arat crs�dzaad st�nas€and zealad axad fha s�ct3a¢nTiiaSs+�la msci fam�arlfld.�at$ectranTc r�iax. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted o1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly qqid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. ADDTV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. It efer to a division of I F'I 1, or for n acceptance any structure failure to build the g or cover page irn. The suitability a Y F Nu tier: 36CS00032 Ply: 1 SEQN: 684167 IT6 I HIPS B HIyden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: s Label: A4 Wgt: 204.4 Ibs .. / ... 05/16/2018 i T7"12 r +13I _ "4 398 T7"12 4 69100660" 2"4 7"1"2 i :5X8 1112X4 =5X8 D E F T '6(A2) 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ- SEAT PLATE REQ. 39'8" - T6" 5'6" 1' 5'10" 5'10" 1' 5'6" T6" 1 T6" 13' 14 1910" 25'8" 26' " 32'2" 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std; ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in, loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf:`NA Ce: NA VERT(LL): 0.230 E 999 240 B 1550 / 789 / 879 / - / 226 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.625 E 999 180 H 1550 / 789 / 879 ! - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.079 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.148 J (T)� - - B Min B Width Re 1.8 � q NCBCLL 10.00 Mean Height: 20.99 ft Code / Misc Criteria Creep Factor: 2.0 H Min B Width Re 1.8 r9 q - Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.603 Bearings B & H are a rigid surface. Load D tion: 1.25 psf p MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H require a seat plate. Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.437 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F B - C 2032 - 3163 F - G 1927 -2716 1800 - 2636 Lumbe C - D 1800 -2636 G - H 2O31 -3163 To shod p 2x4 SP #1 D-E 1927 -2716 H-1 23 0 Bot cho 2x4 SP #1 Webs 2 4 SP #3 Maximum Bot Chord Forces Per Piy (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Membei 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 Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. P-C 250 -17 M-F 434 -313 C - O 415 - 548 F - K 443 - 221 '. D - O 443 -221 K - G 415 -548 ' D-M 434 -313 G-J E - M 351 -401 250 -18 40015A FF5B81130313iF4$00 992ESSFB e"�.'.71rterxt3t3sl.eei� �lec£sa;�pzh�nc�'..9 xtexlmsi b� 4Aassec7 Pztattt�a fF(.. uc.�t��x6 aer ti�� xhawn atm azga sx�>s �'�ser��aa�mastt�ie z" tndct iass3'tf drr_rr°OA=mot4 id"eo t4u�d=ti =lad mad tic .gym zsl s 4', s ea ;E- .m a�r3f4 f mmydoctmak . —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses aqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon of Safety Information, byq TPI an B SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache 'ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appli ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawing$ 160A-Z for standard plate positions. Alpine, al, ivision of ITW 8uilding�Components Gi p Inc. shall not be responsible for any deviation from this drawing ,any failure to build the truss in conformance with AN.' f ' 1, or for hanng shipping, installation and bracing 0 SSeS.A seal on this drawmg or cover page _ _ listing t is drawingg indicates acceptance ofrofessronaengineeriponsibility solelyforthedesign shown. The suitabrbty and ue� of this dringfor anysructureise responsibility of the building Designer per ANSUTPI 1 Sec.2. Y Y Job Number: 36CS00032 Ply: 1 SEQN: 6841611 T5 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: A5 Wgk 204.4 Ibs / ... 05/1612018 I' T7°13 11' 17'1" 21' 22'8" 2 28'B" 32'0"3 39'8" T7"13 3'4"3 6'1" 3'11" 1'8"1 5'11'4 3'4"3 T7"13 2�5X8 =3X4 =3X6 1112X4 =5X8 D E F G H T .� 4X6 116(4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1 a �f' L T6"1 L 3'S"15 1 3' 29"B + 5'11"4 i_ 2'11"4 + 3 1 3'5"15 } 7'6"1 { 1� 7'6"1 11' 14' 16'9"8 22'8"12 25'8" 28'8" 32'1"15 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 Ge: NA VERT(LL): 0.260 G 999 240 B 1550 / 790 / 875 / - / 197 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 G 977 180 J 1550 1790 / 875 / - /- 18.0 BCDL: 10.00 Risk Category: II 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: 10.00 Mean Height: 20.58 ft Code / Misc Criteria CreepFactor: 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.606 Bearings B & J are a rigid surface. g g Load Duration: 1.25 BCDL: 5.0 sf p 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): l 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 216D -3113 C - D 1922 - 2790 H - 1 1921 - 2790 Top chord 2x4 SP #1 D - E 2150 -3098 i - 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. Camp; B - S 2844 -1754 O - N 2534 -1530 ' S - R 2840 -1754 N - M 2534 -1530 R - Q 2534 -1505 M - L 2841 -178Q Q - P 2534 -1505 L - J 2844 -17&r e P - O 3118 -1880 10 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S-C 219 -20 G-O 296 -326 - C - R 342 -420 O - H 734 -499 STATE. Or-. D - R 378 -242 H - M 382 -244 r D - P 721 -488 M -1 343 -421 ° P - E 300 -330 I - L 217 -21 E-O 102 -98 40015A: FF 513 81 BO 8137F48 00 99 2E85 Fly alssr8aam'Aaatase�asle .., s�,ned'.ar�Saicb.+fryrsaaataan� %tTL.6:.M71Wjemehadata6towaAmn asatY eart3raYa �s. muted cr�aias:afxf�ei t�eatcays�rcits�as'ad ..al®rt aru 7;e'wT?iEacAt+ssc'Mta9Bnaee�at-#s vcr#i3rleas asyc9c:trmr%r ems: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 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. (2efer 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 ANSIlfPI 1, or for handling shipping, installation and bracing of tusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: wwmal ineft.com: TPI: www. irtst.o ; SBCA: www.sbc(ndu .coin; [CC: www.iccsafe.orcj Y a Job Nu6ber: 36CS00032 Ply: 1 SEQN: 684167 / T3 / HIPS 4EHB;Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss I, bel: A6 Wgt: 190.4 Ibs / ... 05/16/2018 4'9"14 9' 16'S" 21' 23'4"1$ 30'8" i 34'10"2 _� 39'8° i r 4'9°14 '} 4'2"2 T5" 4'7" F 2'4"121 7'3"4 4'2"2 4'9"14 =5X8 =3X4 =4X6 I1112X4 =5X8 12 D E F G H T a m4X6 - W'N� SEAT PLATE REQ. =33X4 = X6 a X4 esX10 =4X6 = X4 SEAT PLATE REQ. 39'8" 2'1 "8 T3"4 2'3"4 5' 9' 1 9' 14' 16'1" 23'4"12 25'8" 30'8" 39'8" co LoadinI 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# LOG R / U / Rw / Rh / RL l W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.339 G 999 240 B 1550 / 801 / 867 ! - / 167 18.0 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: II Snow Duration: NA HORZ(LL): 0.090 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.167 L - - B Min Br Width Re 1.8 Des Ld: 37.00 (T) g q — I Mean Height: 20.16 ft J Min Br Width Re 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 9 i - TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 P TPI Std: 2014 Max BC CSI: 0.706 Bearings B & J require a seat plate. Load Duration: 125 MWFRS Parallel Dist: D to h/2 Spacindj 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 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 Lumber1 B - C 2153 -3226 G - H 2555 -3778 C - D , 2001 -2997 H - 1 2000 -2996 Top chord 2x4 SP #1 Bop chord 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 Webs 214 SP #3 E - F 2555 -3778 J - K 23 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Membe� 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 asw P - O 2737 -1648 L - J 2928 -1899 O-N 3784-2321 Maximum Web Forces Per Ply (Ibs) 7 ,. Webs Tens.Comp. Webs Tens. Comp. C - Q 249 -211 G - N 349 - 397 D - Q 360 -108 N - H 1174 -778 D - O 1151 - 760 H - L 363 -109 "tea ST'E s O-E 351 -401 L-I 251 -213 E - N 89 -84 40 01 SA 38 FF 50 81 80 83 7F 48 fit} 99 2E 85 FB *,UJim ?rssbs mldronkgyslped'anJ¢saladbyrA�lMarto=, I I z�{t;t. tic. �TiS3f en tiatda:3s siiawrsatxi�e u,�g a 5N.S•1 as^�ets�az�nurdr. arlmd emlasarsh'is data- sA= not etuuidmd sknadmd miad the SRA11ax emtvcassbs rzr}a MWt:bA. dfd-d ar acrdscLank c vial. I "'WARNING•` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, b TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing pet BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 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. f2efer to drawings 160A-Z for standard plate positions. Alpine, a d'vision of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in cof!�lformance with ANSI> fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this, drawing, indicates acceptance of profession¢ engineering responsibility solely for the design shown. The suitability and use Df this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. rJob Number: 36CS00032 Ply: 2 SEQN: 684163 / T23 / HIPS 4EH8 Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A7 I Wat 231.0 Ibs / ... 05/1612018 7' 12'4"6 17'3"9 21' 2"11 27'3"10 32'8" 39'8" 7' 5'4"B 4'11"2 3'8"7 1'2" 1 5'0"14 5'4"6 7' 12 =3X4 I112X4 =5X6=3X4 =3X4 =6X6 5 p Cab 6 D TC2 E F G H TC3 I T T im4X166jB3) B 46(B3) b1�i qfF S R Q P O N M L = 1112X4=3X10=H0710 =3X10 =3X4 =H0710=3X10 1[l2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" ri� f 6'2"4 + 5'1"2 �2'0"1Q 52"10 3'1"13 5'1"2 6'2"4 �1� 8" 6'10"4 11'14 14' 33 9 22'6"3 25'8" 32'9"12 39' 6. H ~T3"9� 2' 78"10 39$" 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: 19.74 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at -1.00 to 55 pif at 7.00 TC: From 28 plf at 7.00 to 28 pif at 32.67 TC: From 55 pif at 32.67 to 55 plf at 40.67 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 7.03 BC: From 10 pit at 7.03 to 10 plf at 32.64 BC: From 20 plf at 32.64 to 20 plf at 39.67 BC: From 4 plf at 39.67 to 4 plf at 40.67 TC: 376 lb Conc. Load at 7.03,32.64 TC: 169 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 BC: 494 lb Conc. Load at 7.03,32.64 BC: 126lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,20.60, 22.60,24.60,26.60,28.60,30.60 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.503 G 938 240 VERT(TL): 1.360 G 507 180 HORZ(LL): 0.097 L - - HORZ(fL): 0.180 L - Creep Factor. 2.0 Max TC CSI: 0.508 Max BC CSI: 0.904 Max Web CSI: 0.787 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047182 40 015A38 FF 58 81.80 837F48 00 99.2E 85 FB TPaicitcmtrsaz+mc»ekczYnn /s&ned =akdLyii -A taartinra: ?E ;rL. tPe.rtrzsz} ant�!ffidaiC>Jt,�r�rsaY w�eg.a 5M'al temr�aticasranfm tndz sortilsxdw===aumgot c mdVf=dznd-,maiad �a6 ttae_s3.aka ea 9r sseade racsth a tlf tca my awtrmrk cm�iax.. ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W T 3711 /2159 1- /- /- /ailo J 3711 /2159 /- /- /- /8:0 Wind reactions based on MWFRS T Min Brg Width Req = 1.9 J Min Brg Width Req = 1.9 Bearings T & J are a rigid surface. Bearings T & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 11 -9 F-G 3986 -6814 B - C 2603 -4465 G - H 3971 -6793 C - D 3440 -5890 H - 1 3440 -5888 D - E 3986 -6814 I - J 2603 - 4465 E-F 3986 -6814 J-K 11 -9 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 4102 - 2383 O - N 5971 - 3497 S - R 4085 - 2381 N - M 5971 - 3497 R - Q 5973 - 3498 M - L 4086 - 2381 Q - P 5973 - 3498 L - J 4103 - 23BJ P - O 6823 - 3998 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, S - C 329 -53 G - O 260 -291 C - R 2066 -1212 O - H 952 - 549 R - D 565 - 803 H - M 566 - 8C 7 D - P 968 - 562 M -1 2064 -1212 E - P 254 -280 I - L 330 -54 P-G 14 -10 11 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an0 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 proppeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or.610, e. AppTy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. Of -I PI 1, or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The surtabihty `i Y Job Number: 36CS00032 - Ply: 1 SEQN: 684185 / T15 / SPEC 4EHB 14ayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A8 Wgt: 210.0 Ibs / ... 05116/2018 12 8� 1'10" 10'10" 'i i_ 1818"9 22'8" 245"}11 30'8" '�32 ' 39'8" 32467'7'122 42.2"_I 12 t'm5X6z6X10(SRS) 192X4 =06 =3X4 5 E F G H 1 m T T o3X4C T o Jo2X4 r 33 a4X6fA2) B A Ka4L6(A2) 1 T S R Q P O N M 012X4 m5X8 1112X4=H0308 =3X8 2--4X4=4X6 =3X4 I SEAT PLATE REQ, SEAT PLATE REQ. 39'8" 1' 7'6" 3'4" 1'2"p_ 4'8"9 6'0"9 10� 7'8" 10'10'11��4'IT 188"9 '1' 24'9"3 '25' 1' 2'9"12 a Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.352 F 999 240 B 1550 1788 1859 / - / 194 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.959 F 720 180 K 1550 1790 / 862 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.091 M - - Wind reactions based on MWFRS Des Ld: 137.00 EXP: C HORZ(TL): 0.169 M - - B Min Brg Width Req = 1_8 10.00 Mean Height: 20.54 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: I: 2.00NCBCL TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 Bearings B & K are a rigid surface. Load D 'ration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.665 Bearings B & K require a seat plate. Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.769 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A- B 23 0 G - H 2668 -3869 Lumber) I B - C 2111 -3158 H -1 2503 -3623 Top chord 2x4 SP #1 C - D 1986 -2792 I - J 2024 -2985 Bot chord 2x4 SP #1 D - E 1996 -2767 J - K 2186 -3229 Webs 2>�$ SP #3 E - F 2669 -3869 K - L 23 0 F - G 2668 -3869 Wind Member design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2946 -1791 P - O 3659 -2290 "� T - S 2842 -1791 O - N S R 3345 N M 2722 -1691 2722 .. - -2097 - R - Q 3348 -2097 M - K -1691 2931 -1931 Z. 047102. Q - P 3348 -2097 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ It STATE T - C 242 - 22 F - P C-S 348 P-H 301 - 338 252 -435 D S 2018 H O -168 389 "D - -1422 - S E 1331 0-1 -469 1070 733 RAO-"'' � - -1867 E - R 183 -5 1- M - 347 -112 I 0 E-P 614 -407 M-J 265 -232 40 01 SAa EF 513 8180 BB 7F48 00 99 2E 85 FS TM i14m im bob aledroni.�a'rcd ard• 2 lad by riUmal Mrtitax, ?€ (Tt, ttT.GBRt3;.{ antksdazcshovnta using a S3iAri �^iTimnt$tatiz�ts�tm. -vbtnd eapi"of tfzd dtxv =tarm not VXA&Ted VemdMd umlad a odd ----A,! a edhentintiancsae mint S<m armrif8rd onsarydectrm csm�ios: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r qquire extreme care in fabricating, handlinqg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted 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 t as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 60A-Z for standard plate positions. Alpine, a ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co formance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, listing th drawing indicates acceptance of professional engmeerm 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 Y Job Number: 36CS00032 Ply: 2 SEQN: 686470 / T28 /SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM. GLM DRW: Truss Label: A9 Wgt 259.0 Ibs .. / ... 05/16/2018 18'3"10 217"13 25'2"11 28AT 32'8" 398" - 5'10"10 4'11"8 3'10" + 37"10 + f' 3'4"2 3'6"14 f' 3'6"14 3'10"6 7' T12 5 p D 1115X6(R) 10 1112X4 TC3 =7X8 =4X4rZj[ =6X6 T E F Gm3 H I TC4 J ? �3X4C >(a) T� o N � 1 =4X6A(A1) B K =4 `� 1 L16(B3) T S R Q BC2 P O N M 192X4 m6X10 mH0710 =4X10 m4X6 =4X4 mH0710 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5'1"2 3'8"4 39"6 3'7"10 3'6"14 3'6"14 3'8"10 58.14 10'10° 14'8"4 18'3"10 21'11"5 25'6"3 29'1"2 32'9"12 39' 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 for. Udell U# Lor. R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.517 P 914 240 U 3000 / 1680 / - ! - /_ / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.399 P 493 180 K 4119 / 2345 ! - / - 1- 18.0 BCDL: 10.00 Risk Category: It 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 NCBCLL: 0.00 Mean Height: 20.54 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 2A Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.616 Bearings U & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.810 Bearings U & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.917 Maximum Top Chord Forces Per Ply (Ibs) 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: 17.02.02.1208.15 A- B 11 -10 G - H 4565 -8087 Lumber Wind B - C 1944 -3486 H - I 4167 -7355 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: Wind loads and reactions based on MWFRS. C - D 1865 -3323 I - J D - E 1860 -3321 J - K 1860 3321 35i16 -6196 2I I -4972 972 Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP #3 E - F - K - L 11 -10 F - G 4067 - 7233 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Naiinote B - T 3195 -1774 P - O T - S 3194 -1776 O - N 7436 -4218 6313 - 3588 Nail Schedule:0.128"x3", min. nails e.. 's 4"� S - R 6033 -3381 N - M 4556 -258 ev. Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. m R - Q 6035 -3384 M - K 4570 -2590 Webs : 1 Row @ 4" o.c. 'rm 7 Q - P 8031 -4537 Use equal spacing between rows and stagger nails" in each row to avoid splitting. x Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- Special Loads � ' --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) --(Lumber x STATa T - C 54 0 G - P C S 84 P H 536 -266 855 -456 TC: From 55 pif at -1.00 to 55 plf at 21.80 - -164 - D S 2407 H O 492 776 TC: From 28 plf at 21.80 to 28 pif at 32.67 -e - -1303 - TC: From 55 plf at 32.67 to 55 pif at 40.67� BC: From 4 plf at -1.00 to 4 pif at 0.00�w •'. S - E 2089 -3714 0-1 R - E 58 -39 I - N 1369 -760 701 -1131 BC: From 20 plf at pif at 21.80 E - Q 1518 - 867 N - J 2093 -1183 BC: From 10 if at 2�.60 to 10 lf at 32.64 P P ) Q- G 613 -1040 J- M i280 -34 BC: From 20 pif at 32.64 to 20 pif at 39.67 - BC: From 4 pif at 39.67 to 4 plf at 40.67 (,. F Q 118 156 TC: 169 lb Conc. Load at 22.60,24.60,26.60,28.60 40 01 SA 38 FF 56 SI SD BB 7F49 00 99 3E S5 F€i TC: 162 lb Conc. Load at 30.60 VUhamrrs$b�etcesro : rs namad : fad by Mazi,%snaantra, TC: 369lbCone. Load at32.64 FEM.Lk.191-11121 on Vieftw1hownalswaWADa514a1 BC: 2096 lb Conc. Load at 21.80 =ftrit'.-tai,anzodm BC: 126 lb Conc. Load at 22.60,24.60,26.60,28.60 BC: 124 lb Conc. Load at 30.60 s Wd BC: 492lb Conc. Load at 32.64 sReba a ca ,enz a ar lern iaa rife Icisnydaaronk capim- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exUeme care in fabricatinq handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anr7'SBCA) fo'r satiPety practices prior to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperyly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherv✓ise. {2efer to drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing,indicates acceptance of pprotessiona7 engineering responsibility solely for the design shown. The suttabihty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPi 1 Sec.2. For more information see this' b's general notes page and these web sides: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: www.sbcindu .mm• ICC: www.iccsafe.orq Job Nurtiber. 36CS00032 Ply: 1 SEQN: 686447 / T21 / HIPS 4EHB �layden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss LI bel: B1 Wgt 105.0lbs .. / ... 05116/2018 5'114 9'8" 12' 16'6"2 21'8" 5'1"14 4'6"2 + 2'4" 4'6"2 5'1"14 =4X4 =3X4 =5X6 SEAT PLATE REQ. 21'8" 918" 2'2"4 99"12 r 1 + V8" I 11'10"4 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt 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 Ld.37.00 EXP: C HORZ(TL): 0.040 H - - B Min Brg Width Req = 1.5 Mean Height: 20.30 ft Code / Misc Criteria Cree Factor. 2.0 G Min Brg Width Req = - NCB ---I: 10.00 P TCDL: 4.2 psf Bearin B is a id surface.Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.271 g ri 9 P Bearing B requires a seat plate. Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.596 Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.201 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(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 23 0 D - E 814 -1083 LumbeSSI B - C 1034 -1559 E - F 835 -1218 Top chord 2x4 SP #1 C - D 834 -1222 F - G 1048 -1570 Bat cho d 2x4 SP 91 Webs 2�4 SP #3 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp_ Hanger / Ties (J) Hanger Support Required, by others B - I 1-63 H - G 1417 -891 I- H 1078 78 -603 Windtol s Member) design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a '4 C -1 321 - 359 H - E 304 -189 D -1 299 -133 H - F 336 -379 No 04�182 D-H 117 -110 T? 40015A3EFF568 806B7F4800992E85F8 33x7s lten'haairecn mkcraratcx3�rstgnedaaxd salad b'i tfiaakwm3 Maritnaa, 5'E€Ft. t&.04;r192f cn the dliz sitmvt[abaw wang a 5;+A*2. az.dt etticat�as caa�a, rjbtadcWmsaftRs drxcsaavaaa mvtemsl ed s%nod anti sealed erg ft S-M-2 wxnmtkactda r.,x: t ba vodF,cd cat Wfdictmrk csaiim: -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 Comp onetif Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryY bracing per BCSI.Unless noted a herwise,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 63, B7 or B10, as applicaple. Apply Oates to each faceof truss and position as shown above and on the Join f Details, unless noted otherwise. t efer to drawings 160A-Z for standard plate positions. Alpine, a djvision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSU! PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use "Of this thawing for any structure is a responsibility of the u!Iding Designer per ANSIlTPI 1 Sec.2. T 1 Job Number: 36CS00032 Ply: 1 SEQN: 686451 / 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 .. / ... 05/16/2018 8'4" 8'4" SEAT PLATE REQ. 13'4" 5' =4X10 C =5X6 D 1112X4 -5X6 21'8" 21'8" 8'4" 1, 85"12 4'6"12 878 8'5"12 13'0"8 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.042 G 999 240 B 876 / 529 / 489 / - / 132 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.115 G 999 180 E 812 1480 / 428 / - /- /-' BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS it Des Ld: 37.00 EXP: C HORZ(TL): 0.035 F - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 20.02 ft Code / Misc Criteria CreepFactor: 2.0 E Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: . 0.611 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.510 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.107 Maximum Top Chord Forces Per Ply Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens.s. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 C - D 948 -1256 Lumber B - C 936 -1419 D - E 9,W -1423 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Hangers I Ties B - G 1238 -759 F - E 1243 -752 G - F 1244 - 760 (J) Hanger Support Required, by others Wind ( Maximum Web Forces Per Ply (Ibs) Member design based both MWFRS and C&C. .. • Webs Tens.Comp. Webs Tens. Comp. on , C - G 262 - 30 F - D 277 - 9! C-F 180 -168 2 S- 40 015Aa FF 58 8180 85 7F48 Off 99 2E 85 FS 3'i'Rharnbts ba ma9 a salad by fltaummtt Korunc:; �(Ti.. iic.G67FE3tcnt5,: e's��hawrtaE.mes r;�ng a 5N3x+Z txsatad enpsasrmf it'`35 dfxasr�nr�mm natcr�cd � end s�•alasE mac ehesir aaa"cnira:.e mdemwk ffi. wAf dm=rdtnmvs cmiaL `"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 ComponentSafety Information, by TPI an 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The sum briity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more informafion see this mob's general notes pacie and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbdndu .00m: ICC: www.iccsafe.o I Job Number: 36CS00032 Ply: 1 SEQN: 686455 / T18 / HIPS 4EHB Hayden-2601 "H" OL [DR Horton 14EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: B3 Wgt: 95.2 Ibs .. / ... 05/1612018 T 1 T T 5X8 C 10'10" 3'10- 14'8" 21'8" 3'10" 7' 1112X4 =5X8 D E 1112X4 =3X8 SEAT PLATE REQ. 21W 1,A. T1"12 38"4 3'6"8 TY8 T1"12 1010" 14'4"8 21'8" T X6(A2) 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.149 D 999 240 B 1668 / 996 ! - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.410 D 917 180 F 1602 1937- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.094 G - - B Min Brg Width Req = 2.0 NCBCLL 0.00 Mean Height: 19.74 ft Code / Misc Criteria Creep Factor. 2.0 P F Min Brg Width Req = - Soffit: 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. g 9 Load Dui ation: 1.25 MWFRS Parallel Dist: D to h!2 TPI Sid: 2014 Max BC CSI: 0,659 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.240 Loc. from endwall: NA 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 -21 D - E B - C 2051 -3469 E - F 2067 -3534 2064 -3483 Lumber C - D 2067 -3534 Top chordd 2x4 SP #1 Bot chor2x4 SP #1 Webs 2x' SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers, Ties B - I 3137 -183H - G 31-1853 (J) Hang, Support Required, by others I - H 3167 -1839 G - F 3152 -1843 Loading1 #1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind. I. yr ' C -1 620 -191 H - E 442 - 270 Wind loa 11and reactions based on MWFRS.„ e� C - H 462 -287 G - E 629 -200 D-H 430 -431 e, STATE OF l 40 015A3E L f 55 n SO B5W480O992E&5FB Thk II&M:hm Food¢Z,,d=104 by rs19"I uartine4 a"S€M. lis.&b UMI on ttis dais sfwr�ua u-�inga SN3w1 a ftntimt s==da- ?rfstadcgsAtsofOds dt tn=a rsm not cmwi&ad sgmd and staiad oral *4.T. XAa a0hen6mUcasudo mr4t bt wAfLd.m awidsc mW- icrr�iat:. 'WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) fo'r sa shipping, 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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the JOinCDetails, unless noted otherwise. kefer to drawings �60A-Z for standard plate positions. Alpine, a c vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in co formance with ANSI /I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1 Job Number: 36CS00032 Ply: 2 SEQN: 686457 / T101 MONO 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: C1 I Wgt 37.1 Ibs .. / ... 0511612018 T =3X4(i ra SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.95 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 #3 Nailnote 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.=1.25/ Plate Dur.Fac.=1.25) TC: From 55 pif 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. 4'2"15 7' 4715 79"1 7' 4'1"3 2'10"13 4'1"3 T Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE DefI/CSI Criteria PP Deflection in loc. Udefl U# VERT(LL): -0.019 E 999 240 VERT(TL): 0.049 E .999 180 HORZ(LL): 0.006 C - - HORZ(TL): 0.010 C - - Creep Factor. 2.0 Max TC CSI: 0.186 Max BC CSI: 0.570 Max Web CSI, 0.500 Mfg Specified Camber: VIEW Ver: 17.02.02:1208.15 g. r 40 015A38 FF 5B 81 BO BB 7F 4800 99 2E 85 FB S3.tt ltcmRasbscn eks�nvdaasl;:ez{ed 6jr rAarvrs f,�£art�ta,. FE N. Lk.947=1 an the ciaffi6howa ab=L kTfga S4,44 a 8813eifdmtMAzt'di �`i�cadsr��af ihu iiocemtarm not rs�si�sed �.amt3aail �alae ar,6 Stae.:�R,&zvJfienteaaea9e mscM:�m;rerN3wz{ ae acre x9cc£rm�nk �Clax.. i 1 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL F 1779 / 1042 / 169 / - / 124 18.0 D 2096 /1181 /166 /- /- /- Wind reactions based on MWFRS F Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 918 -1570 B - C 20 -29 Maximum Bot Chord Forces Per Pj(Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 1444 - 839 E - D 1375 - 801 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 1311 -722 C-D 60 -30 B - D 933 -1603 e "'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 Safety Information, bV TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, e. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page re design shown. The suitability SBCA: Job Number: 36CS00032 Ply: 1 SEQN: 684139 / T13 / JACK 4EHB H4den-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: DJH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 05/16/2018 12 5 � C 2X4(A1) B T - M 0 4" l A D SEAT PLATE REQ. E. Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 148 / 96 / 132 ! - / 41 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 11 119 /- ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -13 127 / 27 1- 1- / 1.5 Des Ld: EXP: C HORZ L 0.000 D - - Wind reactions based on MWFRS 37.00 (T ) Mean Height: 18.49 ft NCBCLL: Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 00 TCDL: 4.2 psf D Min Brg Width Req = Soffit: II 2.00 Bldg Cade: FBC 2D17 RES Max TC CSI: 0.162 2. BCDL: 5.0 psf C Min Brg Width Req = Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.014 MWFRS Parallel Dist: 0 to h/2 Bearing B is a rigid surface. " Rep Factors Used: Yes Max Web CSI: 0.000 Spacing. 24.0 C&C Dist a: ft Bearing B requires a seat plate. � Loc. om endwawall: Any FTIRT:20(0)/10(0) Mfg Specified Camber: from GCpi: 0.16 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. A - B 23 0 B - C 25 14 LumbeS Top cho d 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Rot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membel design based on both MWFRS and C$C. B - D 0 0 MA 7 % STATE �. AS A. i SERIAL* 40 01 5A 39 FF 5B $1 B4 88 iF 49 CO 99 2E 85 FB rhk loam hss bela . s adScezY: Iadby rUM121 Martinis, a E(FL. Uc.Vd7WI on the data trmwn absmn wMea WWI .�ttfentarat€e�wda„ zTlawa coon althk dow rA� not CznA&"d SVMd=dsmalnd and*,,avur-tba,vadiodmaaldearnrk vz�inz "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses, aquire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building r to these functions. Installers temporary Componenf Safety Information, byy TPI anSBCA) satPety practices prior performing shall provide bracing,per BCSt. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lateral have bracingg installed BCSI B3, B7 B10, attached rigid ceiling Locations shown for permanent restraint of webs shall per sections or as appliriabgle. Apply pfates to each face of truss and as shown above and on the JoinCDetails, unless noted otherwise. refer to position drawingl1 160A-Z for standard plate positions. Alpine, division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in onformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover pa e, . Iisting this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this ws general notes page and these web sites: ALPINE: www.al ine4tw.com; TPI: www. inst.o • SBCA: wawv.sbcindu .com; ICC: %vwwJccsafe.o t I Job Number: 36CS00032 Ply: 1 SEQN: 686461 / T12 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 9 FROM: GLM DRW: Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 05116/2018 T 12 C SEAT PLATE REQ. coT T 3r 1 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# LOG R / U / Rw / Rh / RL / W B 191 1101 / 147 / - / 84 / &.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 8 140 ! - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 57 / 21 / - ! - / 1.5 Des Ld: 37.00 EXP: G HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.91 ft CreepFactor. 2.0 B Min Brg Width Re 1.5 Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.164 D Min Br Width Req - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.075 C Min Brg Width Req = - B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Rep Factors Used: Yes Max Web CSI: 0.000 gearing 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 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. or s ens. omp. or s ens. omp. A-B 23 0 B-C 24 -86 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 VI TAT 4 di 5A3 FF 5B S1.80 BB;V48 00 99 2E E5 FB rrtriten hes esyaeloiaru3cd gx nsdeassealydbyMzmelMartfass;, fly.*xra.ualgnthmdaz amm AbzmtrmsasxAAl asihrrtkatk�aci�im z'atrd tra�i�rdxk doer�.tan traters�s3drrad sfdau�°arad:cairB grad tl^ia Yadffic.601saassflr Mask be aerifad Mo ydeamnk CMIAx.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted diherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attachud:9id 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_ (2efer 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 drawin an 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 professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more Information see this job's general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o • SBCA www.sbdndu .com;1M. www.iasafe.a F b Number; 36CS00032 Ply: 1 SEQN: 686409 / T30 /JACK HB Hayden-2601 "H" OL/DR Horton /4EHB Hayden-2601 "H"OL Qty: 1 FROM:GLM DRW:uss Label: BJ3L Wgt 14.0 Ibs .. / ... 05/1612018 I SEAT PLATE REQ. 2v 31 31 Loading' ntena (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 278 1169 / 243 / - 1104 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 47 118 154 / - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 D - - C 45 / 41 118 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.006 D - - Wind reactions based on MWFRS NCBCLL. � 10.00 Mean Height: 18.70 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 f Ps Bldg Code: FBC 2017 RES Max TC CSI: 0.678 D Min Brg Width Req = Load Dui on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Mau BC CSI: 0.151 C Min Brg Width Req = - Bearing B a rigid Spacing: 4.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 a sesurfat p Bearing B requires a seat plate. Loc. from endwall: Any FTIRT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 B - C 17 74 Top chor 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 0 13 40015A38FF5881806137F48.00992E SF8 ThI UrAlm been clatlrum s&gncd ats9seatxd by Va.Awrthw, nKi Lik-t"T'Ml 0tl'ti'!Q LaSC StkTWR iQQ t'Sit1S a SRGl zt.^�erthcastaxss�Jm i 2s=dc ufthk dbam== nut cmwa dwad*nadand =be =6 UmM,—dmauvde tmmk carjm -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re re extreme care in fabricatingg handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building ner} Safety Information, byy TPI an SBCA) foF safety practices prior to performing these functions. Installers shall provide temposrryy pe BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61D, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless no ofhenvise. (2efer to Is 160A-Z for standard plate positions. a diifision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the co formance with AN 1, or for handling shipping, installation and bracing of trusses.A seal on this drawtng or cover pa e_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e bf this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec. Job Number: 4EHB Hayden-26 10 H" OL /DR Horton /4EHB Hayden-2601 "H" OL I City: a6.8 Ibs I FROM: GLI�tg66 / T11 / JACK I DRW: Truss Label. BJ5 / ... 05/16/2018 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 L. SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 19.33 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: Ni 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)/10(0) Plate Type(s): WAVE 5' 5' Defi/CSI Criteria PP Deflection in loc Udefi L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.007 D - HORZ(TL): 0.008 D - - Creep Factor. 2.0 Max TC CSI: 0.301 Max BC CSI: 0.178 Max Web CSI: 0.000 Mfg Specified Camber: C CV ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 261 / 133 / 189 / - / 128 / 8.0 D 89 117 168 /- !- /1.5 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. VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C I45 100 40 015A:38 F= 55 8180 BB 7F48 00 99 2E 95 FB 3flr IEer:t'iwesDcrn clagaf�ned'a*g;9 �a!adEry rAasazc7 Martine8. PE(PL, ttc.eArraaj ca the daw%Mwmatar uibj;a SRIl 2akh3Es=tk C0d*. ftbind tzvofd@sdrexmmtamnnotctnt3 addgnedand =led �6 t)•.e.,n-:A:2 zv3hsnxrazumazc+afde ni t � verlf�:3.w ass;rdectmrsk cep!os:. 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 vire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and'SBCA) r sa ety 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 progpeny 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 Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of 'INF i,ortor r acceptance any structure its g drawia,any failure to build the on this rawing or cover pa e. ie design shown. The suitability 4 Job Number. 36CS00032 Ply: 1 SEQN: 684206 / T19 / JACK H 4EHB ayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: BJSA Wgt: 15.4 Ibs / ... 05/16/2018 0 C ch CV II 51 - -� � 51 Loadin� 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 Udefl U# Loc R / U / Rw / Rh / RL / W q 193 184 / 121 I - / 107 / - 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 C 90 120 / 72 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.008 C - - B 122 / 110 / 47 / - / - / 1.5 Des Ld: EXP: C HORZ L 0.010 C - - R )= Wind reactions based on MWFRS Code / Misc Criteria NCBCL 137.00 10.00 Mean Height: 19.54 It Creep Factor. 2.0 P A Min Brg Width Req = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.312 C Min Brg Width Req = Load Du ton: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.184 B Min Brg Width Req = - Spacing: kl]l " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 it FTIRT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. VIEW Ver: 17:02.02.1208.15 Wind Duration: 1.60 WAVE A - B 47 -102 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Hangers ( Ties (J) Hanger Support Required, by others Wind Member c esiqn based on both MWFRS and C&C. 40 01 5A 38 FF 5B 81130 BB 7F49 00 692E 85 FB M Itetr Rasbc Wd=led by Uamti Mzfflnc;, ttr.s'+&atsa'.Eaci aSHT 1 �t�ser;�rat�at st.�iz". ar endc faxaith2s doozmau m natct;axsadcaad itepa.d=d m1ad sad tFr.<..H c..-2 sw ¢ndu4 s¢a9a must ha vvf9rJ m acgrd"tmrk sapim, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 1 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! rIMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s relquire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building vent Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary pertBCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rt rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per SCSI sections 63, 67 or 810, cab"le. Apply plates to each face_ of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to Is 1 g0A-Z for standard plate positrons. ad ivision of ITW Buildin Components Gip Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI>�PI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawmg or cover page. thi5'drawing indicates acceptance ofr6fessrona7 engineering responsibility solely for the designsowThe suitbtldy e of thisthawingforny structure ise responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00032 Ply: 1 1 SEQN: 686411 / T9 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: BJ5L Wgt: 18.2 Ibs / ... 05/1612018 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 T SEAT PLATE REQ. 1. 5' 5' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP: C Mean Height: 19.12It 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) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Pf: NA' Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL):-0.005 D - - HORZ(TL): 0.006 D - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.395 TPI Sid: 2014 Max BC CSI: 0.169 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 015A38 FF 5B 8180SB 7F48 00 99 2E85 FB Tr<.k ICemAas �esra mk�j�nad�a9:�afad try rRasaar9 klarttnaa: f�(�i.. iis.G•6rZ93t aatttra�atsrJtawn�aba� et^�'rzig a 5Nh�2 xr.�ee�dsa�asez�u. �itvtcdc�ax�r�ch�* �uc� �mmatuymt�sed ..'mod sled ax.E stia. A3ar.9hent atievtctrla m+rst be wAfW ca yd"ttmrk crtlas: C ce) CV CM ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 335 / 190 / 269 1- / 149 / 8.0 D 86 /10 /73 /- /- 11.5 C 107 /96 /32 /- /- /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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) foi sa>Pety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ,lied. ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 67 or 610, 'e. ADDTV plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any structure n this drawing,any failure to build the eal on this drawing or cover page it the design shown. The suitability SIITPI1 Sec.2. SBCA: www.sbcindustrV.com; IM wwwkcsafe. 11 Job Nuitiber: 36CS00032 - Ply: 1 SEQN: 686468 / T14 / EJAC 4EHB F�ayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 23 FROM: GLM DRW: I bel: EJ7 Wgt2 ... 05/16/2018Truss C 12 5 c� c� ih 2X4(A1) B T A D SEAT PLATE REQ. 7'I 7' 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 I W B 334 1169 / 234 / - 1174 18.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 126 125 / 98 ! - / - / 1.5 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.015 D - - C 169 / 155 163 / - / - / 1.5 Des Ld: EXP: C HORZ L 0.025 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL}. 1137.00 10.00 Mean Height: 19.74 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 12.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.489 D Min Brg Width Req = C Min Brg Width Req = Load Duration: 1.25 124.0 " 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 surface. Spacing! CSC Dist a: 3.00 ft Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber) 1. A - B 23 0 B - C 65 -127 Top chord 2x4 SP 91 Bot chor� 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Lesign Member based on both MWFRS and C&C. B - D 0 0 102, : STATEOF himu SERM 40 015A38 FF5B 81 BO 813 7F 48 00 99 2ESS F8 EhttitartAaa bcanckr3 x;nad amiaafadhy Ltasvlenartuccs .. Air CfL.tih.GT7Y92(an tAc¢.dit6wnaixr�.aKia�a 54iAi atttlsen�a3kas�de, satadag3t e3daion-= -.+arcnatc derad*md—d•=-lad '01,ft.,S.etA-1 =khm6catimeade not be WA#ed c =ydeawk cmlat. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! °'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building temporary Compone Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide bracing ne� BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed perBCSI sections B3, B7 or 810, as applicab e. Appty plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to drawings 1, OA-Z for standard plate positions. Alpine, a dj ision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ , listing thisi drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use or this 7iawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ovs general notes pacte and these web sites: ALPINE: www.al ineltw.com: TPI: www. inst.o ' SBCA www.sbcindu .com; ]CC: www.iccsafe.orq N Job Number: 36CS00032 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 I Wgt 23.8 Ibs .. / ... 0511612018 at i SEAT PLATE REQ. C �I co ih co 0 2' 7' wi 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 402 / 222 / 308 / - / 194 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 124 119 196 ! - /- / 1-5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 D - C 162 / 147 / 56 / - 1- / 1,5 Des Ld: 37.00 EXP: C HORZ L 0.020 D - (T ) Wind reactions based on MWFRS Code / Misc Criteria : 1 Mean Height: 19.54 ftNCBC CreepFactor: 2.0 B Min Brg Width Req = 1.5 .00 Sofrd: Soffit: 2.00 TCDL: 4.2 psf BCDL: 5-0 sf P Bldg Code: FBC 2017 RES Max TC CS►: 0.465 D Min Big Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.352 C Min Big Width Req = Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0-18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Com Chords Tens Comp LumberTop chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. P• A-B 44 0 B-C 62 -125 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 s 'i 4001SA38FF58S BftB37F4800992ES5FS T:mdtanbr been =dscaiadby V='M MarW= :�£ (FL, rk.�i7:EPj cnYhm$a§csfaawrt aGa�v asAig a SFFk>3 asztlicrtigsa�r_ tad ccp?nza fttss d�a=mat cawl6 xad Apaaiand zaalnd and bA*m6fbd usamgxdcctmrk CMIR : ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an7'SBCA) to'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 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 JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- - listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use or this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see thisjob's general totes pacie and these web sties: ALPINE: www.al ineitwxom: TPI: www. irsto ; SBCA: wwwsbcindu .com: ICC: www.iccsafe.orcj Job Number: SEQN: 0032 4EHB Haden-26 10"H" OL /DR Horton /4EHB Hayden-2601 "H" OL I gL137.8 Ibs I FROM: GLM99 / T20 /HIP_ DRW./ 05/16/2016 I Truss Label: CJ7 4,1 1 SEAT PLATE REQ. 5'4"4 5'4"4 9'10"1 4'5"13 0 T d T 15n F 9'4"2 l5"15 '1 94"2 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 324 / 198 1- / - / - 110.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.025 C 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA_ Cs: NA VERT(TL): 0.068 C 999 180 E 368 1121 /- /- /- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 F - - D 206 / 216 / - / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.015 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL 0.00 Mean Height: 19.74 ft Creep Factor. 2.0 B Min Big Width Req = 1.5 Soffit: ( 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.405 E Min Big Width Re g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.609 D Min Brg Width Req = Bearing B is a rigid surface. Spacing: 4.0 " C&C Dist a: 3.00 ft Re Factors Used: No P Max Web CSI: 0.311 Bearing B requires a seat plate. Loc. from endwall: NA 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: 17.02.02.1208.16 Ch C Chords ens.Comp. or s ens. omp. Lumber Top cho 2x4 SP #1 A - B 8 - 6 C - D 65 -70 Bot chord 2x4 SP #1 B - C 557 -673 Webs 2x SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens_ Comp. Hipjack sppports 6-11-8 setback jacks with no webs. B - F 647 -518 F - E 0 0 Wind�i� Wind loads and reactions based on MWFRS., Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. e C - F 553 -691 A": 047102 40 01 5A 38 FF 5B 8180135 7F48 00 99 2E 85 F9 Thu itamts be 41adwa=&10Fd zmd wafad try maevrzaf razou=, PE K. m.f4;,1821 on via da1a.&hswn abom 9i°.dng a W4,44 at:ttlEli�3tied9at�fa. ftbtedc pin afthk dwt=oat .nm&-,Wd aad ties?—d —ied ar,d the.S-A. auAhen6otimmda me t:Ra a zdfW m =yadactrank �Inx. 'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rQQqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ner1F Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary �er BCSLUnless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,.B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. he-fer to Is 1FA-Z for standard plate positions. a i isfon of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the cc formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e if this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00032 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: MV1 — 94 5'11 "6 5'11 "6 45 K, Ply: 1 SEQN: 684193 / T36 / VAL Qty: 1 FROM: GLM Wgt 19.6lbs R I , DRW: ... / ... 05/16/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W D* 75 130 / 46 /- / 15 171 A TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 C D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.016 C - - Bearing A is a rigid surface. Code / Mist: Criteria NCBCLL: 10.00 Mean Height: 20.31 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.322 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.265 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.203 A - B 34 -93 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.16 Wind Duration: 1.60 WAVE Chords Tens Comp 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. OEM A-C 160 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 229 -137 4 TAT 40 015A38 FF 56 81$0 BB 7F4S 00 99 2E SS FB Mu ltomiaas UtA *1. asan%r,�*/z4n¢d'ztj=fed by Fr4WAA martt"=, F£Sri.. tit.Qt7Fffi( amt v&ltshamlabars Wfig; a SHA1 �c�¢zsti�aticmactsdm ?a ¢od tx fiozafttus iffxeaa ast era oatcar dmnd *rsed=d sui¢d �maE t7s¢:;nsv%zuCri¢nt ea uis mvibavr Lzd.cnsaydectfonk• �fos: *"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 baVr TPI an7'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 propperly 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. (Zefer 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 ANSIII PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona 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. P— -- intnrtnatinn nnn thin inh'n --I nntx nano and fhona wah _niter At PINE www alaineifw mm• TPI- wiwi_tninst am* SBCA: www.sbcindustrv.tnm' IM www1ccsafe.ora a Job Number: 36CS00032 I Ply: 1 SEQN: 684195 / T35 / VAL 4EHBIkayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss'ILabel: MV2 I Wgt:14.0lbs .. / ... 05/1612018 —04 12 Fz 3'11 "6 —I M3filifi(: 1112X4 T 90 Loadinlg Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL:. 20. )0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# Loc R / U / Rw / Rh / RL / W D' 75 127 / 45 /- / 14 147.4 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C - - D Min Brg Width Req = - Des Ldi 37.00 EXP: C HORZ L 0.004 C - - � )� a g BearingA is rigid surface. Code / Misc Criteria NCBCL : 10.00 ft Mean Height: 20.72 Creep Factor. 2.0 Soffit: I I 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.152. Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.122 Chords Tens.Comp. Spacing 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.o0 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumbe A - C 123 1 Top chord 2x4 SP #1 Bot choir 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B-C 157 -88 Met ben design based on both MWFRS and C&C. 11 AdditionalIdNotes See DWG VAL160101014 for valley details. � No 4'M. s STATE OF 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2€ 85 F8 ThISitam jai eeis&kzteraS /a mad' an3=Vlad by Ma4=1 Wrttn&,� ?E4L.. ire.0492H31ciit'nada3eshawa'a6avmar�,igaSHSrg Cgtaii#�AS6, mudc ias. rif dcaT--s-A=*notcmuidAmadsibangsalad �t2fz-Iqf, m ast"e tardera-kbz�s bdma fd"trmnk cz�PI aL. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I 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 Componerif Safety Information, byy TPI anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing peg BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache. ri ti 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. (2efer to drawings 1160A-Z for standard plate positions. Alpine, a djy!sion of ITW BuildinComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing thisidrawing indicates acceptance of procession I engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. i Job Number: 36CS00032 Ply: 1 SEQN: 684198 / T16 / VAL 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV3 Wgt: 11.2 Ibs .. / ... 0511612018 12 5 B A=3X4(D1) o CD �- 1' 11 "6 MEW ilifiii[^' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W D" 75 120 / 42 /- / 10 / 23A TCDL: 7.00 Speed: 160, mph Pf: NA Ce: NA VERT(LL): -0.004 B 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 B - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): O.002 B - - Bearing A is a rigid surface. Code I Misc Criteria NCBCLL: 10.00 Mean Height: 21.14 ft TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.022 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.055 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -13 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens Comp Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 40 01 BA38 FF 5B 8180 SB 7F4800 99 2E 85 FB Thititnryr'haabers9 chs +:tzigied'. d=atnd byi 1Marttnna W£(FL, tts, e471921 cn the da:Wa Iwwn Wna Wng a swA3. .. iendcatseaanz�Jc. xnbtad copinsrarthra don.-. €raz" mot ccfisaa&=d*n and sealed w€ tf�W4Al 1hemtkaIixss"a mA tba vzdIbd es smysdec"mW_ dins. A-C 50 -1 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) for sa ety practices pnor 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 propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint' Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildi hComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. listing this drawing, indicates acceptance of professions, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more infortnatlon see this job's general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbdndu .com• ICC: www.iwsafe.org • r Numtier:36CS00032 Ply: 1 SEQN: 686472 / T33 / COMN B Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM:GLM DRW. s Label: 4C1 Wgt: 36.4 Ibs / ... 05/16/2018 T in 1 5� t _ 5' r 5' 12 Arm C=4X6 IIIL/�Y 10, 5' SEAT PLATE REQ. SEAT PLATE REQ. 10' T M LV 5' T 51 _1 1' �{ 1' 5' 10 r Loading 'Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA - Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 F 999 240 B 433 1205 / 272 / - / 79 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 / 205 1272 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des Ld: 00 EXP: C HORZ(TL): 0.007 F - - B Min Brg Width Req = 1.5 1137-: NCBCLL 1 10.00 Mean Height: 15.00 ff Code I Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf f BCDL:5.0 sf ps Bld Code: FBC 2017 RES Max TC CSI: 0.320 g Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacing] 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.078 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02.02.1208.15 A - B 19 0 C - D 810 -638 B- C 809 -638 D- E 19 0 Lumber) Top choftl 2x4 SP #1 Bot cho 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2) SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 575 -620 F - D 575 -620 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp- , C - F 206 -48 „ Y, - . 4 No 047102, +� :. sFr gib 01 88 F-F 5B K BD BB IF 48 00 9g 2t=85' FB Thu ltumk=!moan cluc%saac y ad aaad 14alad by fi7ws )martin, €^E (iL. Lk=T.EH2} m the, da3e shawa abssrs arang a SHAY acitf erC;taaie�nzrrda. �rmtBBcgdsadctns doc�rsa�.tavm arcrc dcvndo'daril=I d i arad tFc sii& <asffiantka9�sevda m�rl� a�dr�si m amgdextrar� ulna.. *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedlripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings' I160A-Z for standard plate positions. Alpine, ai(iivision 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 professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. n r Job Number: 36CS90032 Ply. 1 SEQN: 686478 / T43 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4C2 Wgt 44.8 Ibs / ... 05/1612018 3- I 7' 10, 3' 4' 3' 12 4 p SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/ u III LA4 = OAI+ E=2X4(A1) F � - I SEAT PLATE REQ. 10' 2 31"12 3'6"12 3'3"8 1, 3'1 "12 6'8"8 10, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA - Ce: NA VERT(LL): 0.029 G 999 240 B 629 / 268 1= 1- 1- 18.0 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(fL): 0.016 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.234 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.319 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.064FT/RMaximum Top Chord Forces Per Ply (Ibs) Plate Types}: Chords Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 486 -1292 B - C 485 -1299 E - F 19 -14 C - D 442 -1252 13 40015A88FF50KBID 8B7F4800992E85FB rh�it ifemhaats�canalectt�.nud'aa� sraivd'mg? FRaau� Raars �(H..uc-atzasz{cathc�ascsrsrwaatxiv�w..�gasliR�a ai.^di eeit3ra8tcaa e�sda, vnatcdcooamrdtrdmdtxrx:as==not cx %1&cmdgp.�i=dsalad aad*O_S4:3 Must t. a Ifi dan UWoI ct'mr. cccias. Maximum Bot 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 DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached Lipid 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. 12efer 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 handlingf shipping, installation and bracing of frusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr morn infannatinn see this inh's neneral nntas nano and thanes w h sites- Al PINP- �.alnineitw nom, TPI, twnv_tninstam, SBC,4 wunv_shcindustrv_com: IM wwwJ=afe.ora 13 40015A88FF50KBID 8B7F4800992E85FB rh�it ifemhaats�canalectt�.nud'aa� sraivd'mg? FRaau� Raars �(H..uc-atzasz{cathc�ascsrsrwaatxiv�w..�gasliR�a ai.^di eeit3ra8tcaa e�sda, vnatcdcooamrdtrdmdtxrx:as==not cx %1&cmdgp.�i=dsalad aad*O_S4:3 Must t. a Ifi dan UWoI ct'mr. cccias. Maximum Bot 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 DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached Lipid 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. 12efer 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 handlingf shipping, installation and bracing of frusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr morn infannatinn see this inh's neneral nntas nano and thanes w h sites- Al PINP- �.alnineitw nom, TPI, twnv_tninstam, SBC,4 wunv_shcindustrv_com: IM wwwJ=afe.ora ' I1 F Number:36CS00032 B H a yy den-2601 "H"OLIDR Horton /4EHB Hayden-2601 "H" OL s Label: 4BJ1 Wgt 11.2 Ibs I FROM: GLM21 / T27 / JACK I DRW:/ 05/16/201 B 12 4 C 2X4(A1) B 3"15 A D SEAT PLATE REQ. i 1' Loading � nleria (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 Udefl U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 147 / 100 / 133 / - / 29 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 10 / 11 / 19 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HOIRZ(LL): 0.000 D - - C -13 124 / 26 / - / - ! 1.5 Des Ld: 'I 37.00 EXP: C TL HORZ 0.000 D - - ( ) Wind reactions based on MWFRS NCBCLL l 10.OD Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Brg Width Req = Req = Load Dui lion: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 C Min Brg Width Bearing B a rigid surface. Spacing: P 9� 4.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r 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 Chords Tens.Comp. Chords A - B 19 0 B - C Tens. Comp. 20 -9 Lumber Top cho 2x4 SP #1 Bot chord 2x4 SP #1 � Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member esign based on both MWFRS and C&C. B - D 0 0 NO 047102 STATEE 40 015A38 FF 5B 81 BO BB 7F49 00 99 2E85 FIB a3u ld¢mHrxst�rcr eleg�rncE'�5 x�aln�+hy hsassc>.3 kFartisrtz. I. N. rre.sArrszl m the t �Yrshawn aEc an ung a ss€n 3 acffi;entsmfim=de. ?tr�ard esx�imxexittr`6 eltr��+sri xrs noe 85ignar�s�ainei Wa6 Pbe ibt :4hentisaS[uuxwd¢ nwr UWAW M%M elca =in, `WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponenT Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingTer BCSL. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperryfy attache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to drawings (60A-Z for standard plate positions. Alpine, a division of ITW BuildinttLLComponents 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 thi drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: Ply: 1 [SEQN: 0032 4EHB Hayden-26010 H" OL /DR Horton /4EHB Hayden-2601 "H" OL I Wg 12.6 Ibs FROM: G M23 / T26 /JACK DRW! 05/16/2018 Truss Label:1 4BJ3 12 4 F7-,- SEAT PLATE REQ. C TTto ti li 31 31 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 187 / 151 / - / 57 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 / 7 138 ! - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 43 / 25 ! - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Big Width Req = Bearing B a rigid Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 a seat p Bearing B requires a seat plate. r Loc. from endwall: Any FTlRT: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 A-B 19 0 B-C 20 -61 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 13 in 40 015ASS FF 5881= 80 BB 7F49 00 99 2€SS Fit ri& lee2siari Etrati etcttranass�ez�nedan9 swaladhy rA9 f9artPnss; fE(fL, ris.�TFi92) as �mc�Sashawnatia�3.tr.7nga SN.w' i a sA�iCndG.easdr. Frt7rndcspiasccitfsss dc'ct t: t�tzam mot anA&red si%;s dawi sewhd anc ZSZ-4;.B suthenttiat saxs9e mut a jdL—d tacfdo:tmri rarjm "`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin� shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy 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 B3, B7 or 1310, 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 conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the euiiding Designer per ANSI/TP11 Sec.2. Fnr more inMn Hnn see this inh's naneral nnfes mane and these weh sites• Ai. PINE www.einineihv mm, TPI' ww toinst.om: SBCA: www.sbcindusW_mat: IM www.iccsafe.om a Job Number: 36CS00032 Ply: 1 1 SEQN: 6864251 T24 / JACK 4EHB Hoyden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: 4BJ5 Wgt: 16.8 Ibs / ... 05/16/2018 C 47 TV) SEAT PLATE REQ. 5' wl 51 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 259 1113 / 196 ! - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 / 13 167 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D - C 116 / 79 150 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.009 D - - Wind reactions based on MWFRS NCBCLL. � 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0sf P Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.260 D Min Brg Width Req = - Load Du lion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.173 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: g4.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.16 kA —1 11—.fi,...- �i nn Plate Type(s): wevG Maximum Top Chord Forces Per Ply (Ibs) wGrAI V - 17 n� no i nn i s Lumber Top chon Bot chore i Wind I Member f 2x4 SP #1 2x4 SP #1 based on both MWFRS and C&C. No 047162 - a � � a SERIAL 40 01 SA,38:FF55 8180 8B 7F48 00 99 2E &5 FB 3huaramtsus% ,elactrcxeksa +r ned=dattal.dby fit markbu, PF (R.. rtc.esztszf esr t2x da3astwwn obav� t,g asNArB s�ot�a.iaxsi¢. e¢aigc�;�z�lchi tisr.�r,ta3rere arotccans3icrrd ri: �.� s�a�d asa0 arm. w+a:.x antcssx�a musk Gn rcr3fa�.tse urp€9scirook rmyins. Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 37 -73 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 11 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I1'7MPORTANT— 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 Componeof Safety. Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing et BCSI.- Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache, ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appl!ca e. Apply, plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 36I0A-Z for standard plate positions. Alpine, a U141510n of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in coHformance with ANSI> I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing thin drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use bf 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 eeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.tainst.om: SFICA wwwsbrindustrv.knm, IM www_imsafe.oro IJob Number: 36CS00032 Ply: 1 SEQN: 686434 / T4 / EJAC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4EJ Wgt 14.0 Ibs / ... 05/16/2018 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 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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. 1-6"12 2' i f 1'6"12 5 12 4 � D 1112X4(" C B HB 3"8 A E 1112X4 F SEAT PLATESIRMPLATE REQ. 12' 1'6"12 1'6"12 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 Defl/CSI Criteria PP Deflection in too Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 F HORZ(TL): 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 ST , 40 015ASS.FF 50 8100 813 7F 48 00 99 2E 95 FB sf:fzJterx�tsas cenete /s rndw-dwaledbymaomMatincs, PE (1. Ui.C&J.E82(cartha daxeshawa aixire u.�ag a SHA�1 aL'tdierit2r�.23cXa ear. r ted CLVingfi}j, dWUMeit M gotczxW&,dSknoij and salad aad tta¢.-s aar7hant`.ca.iinerode nerst 9e»�'Pf:�3 an saesyyr�etronk ♦ Maximum Reactions (Ibs), or'� Loc R / U / Rw / Rh / RL B 143 / 81 / 122 1- / 43 / 1.5 E' 35 /18 /20 /- /- 122.5 Wind reactions based on MWFRS B Min Brg 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 (lbs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 0 -5 B-C 8 -40 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 1 -1 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 121 -44 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro 9efly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {defer to 60A-Z for standard plate positions. a division of its drawin any failure to build the on this drawing or cover page ie design shown. The suitability a Job Nur6ber: 36GS00032 Ply: 1 SEQN: 686474 / T44 / EJAC 4EHB H ,yden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 3 FROM: GLM DRW: Truss U el: 4EJ3 Wgt 12.6 Ibs / ... 05/16/2018 12 4 F7--- C �IT Tto T r 2X4(A1) B M 3 A D SEAT PLATE REQ. 31 i 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 / 87 / 151 / - / 57 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 / 7 / 38 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - C 62 143 / 25 / - / - / 1.5 Des Ld: � EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft B Min B Width Re 1.5 Code / Misc Criteria Creep Factor. 2.0 r9 q = �17.00 NCBCLLC Soffit: 10.00 TCDL: 4.2 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0,171 D Min Brg Width Req = 2.00 BCDL:5.0 sf g - P C Min Brg Width Req = Load Duration: Spacing: 1.25 TPI Std: 2014 Max BC CSI: 0.072 MWFRS Parallel Dist: 0 to h/2 Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 4.0 " Rep C&C Dist a: 3.00 It 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 Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -61 Lumber Top chori 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member c esign based on both MWFRS and C&C. B - D 0 0 047102 Ur z TABOF »NINN 40015A38FF5381S0BB7F4&00 99 2ER5FB VA4Item 1-.n btxa mletstwka'an4ltned ari scalndby m2e ml martbaz r'E (rL, t�.6iTt92t � ts�mcrasszhawrt abase u^ang a5rid»i a�^th cnt3tatiem Rio. printedccq�msafthisdcar-mtascGot COW edsiol§andscaled zsxd ttes'ibA*z ax€�antxatimara,�a mtct baxmr9fted �s aergdectrnrak oayi»s.. **WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Componen uWe extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an a SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly installed BCSI B3, B7 attached ri as applic i id ceiling Locations shown for permanent lateral restraint of webs shall have bracing per sections or B10, e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to for drawings 16OA-Z Alpine, a division truss in standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI �I PI 1, for handling installation bracing trusses.A seal on this drawing or cover conformance listing this and use with or shipping, and of page_ , drawing, indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. For more infoti%atlon per see fhis'ob's general notes page and these web sites: ALPINE: www.al 'neriv.com: TPI: www.tpinst.org; SBCA- www.sbcindu .com; IM www.iccsafe.org Job Number: 36CS00032 Ply: 1 SEQN: 686429 / T17 / 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 .. / ... 05/16/2018 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 " SEAT PLATE REQ. 6' 1 t 5'8"8 5'8"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 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: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Wind Member design based on both MWFRS and C&C. r T 0o p 1~ N Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) 1 i Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.014 E 999 240 B 290 / 125 / 216 1- 1101 /S.0 Lu: NA Cs: NA VERT(TL): 0.036 E 999 180 D 218 1116 / 139 /- /- / 3.0 Snow Duration: NA HORZ(LL): 0.005 E - - Wind reactions based on MWFRS HORZ(TL): 0.010 E - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 30 Bldg Code: FBC 2017 RES Max TC CSI: 0.225 Bearings B & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.209 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.179 FT/RT:20(0)/l0(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 19 0 B - C 19 -121 STATE "ate_ 40 815A38 ff 58 83. B0 BB 7F4& 00.99 2E &5 FIB rtafs Itet3ahuzbcm mksttr�skytc$ans5s�alad6y k:�aaes�1 A9atttn�2 (#i..tl4.tki"e.t92jtmtACLaTsshaa�na6cga 553,�•i ' av�Yieatxcaaac.dm F,bm'd cc"oftids dtrr ,tatm mot emom ad skmadmds lad and ttc �s&.rTzz.Rhcntca9s"meode m�.t �a>exr#fa:drxsasr9dectiatsk ; alas. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 82 -96 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - E 102 -20 C - D B49 -632 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI ana'SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ,1id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910 e. AoPty Plates to each face of truss and. position as shown above and on the Joint 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 handlim shipping, installation and bracing of tivsses.A seal on this drawing or cover page_ . this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability >e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nu#er. 36CS00032 Ply: 1 SEQN: 686476 / T45 / HIP_ 4EHB F�ayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: 4CJ3 Wgt:5.4 lbs .. / ... 05/16/2018 12 2.83 C N_ 2X4(A1) B M ti 3 A E D SEAT PLATE REQ. rcrr 1 .J ®iw T 4'2"3 4'2" 3 J Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 20.00 Wind $tit: 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): NA E 149 / 76 / - / - / - / 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- 1- l- / 1.5 Des Ld:' 137.00 EXP: C HORZ L 0.003 D - (T )� Wind reactions based on MWFRS NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 i Soffit: 1 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.078 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 C Min Brg Width Req = - Bearing E a rigid surface. Spacing 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 r Bearing E 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 A- B 9 7 8- C Tens. Comp. 9 -2 Lumber jt Top cho 2x4 SP #1 Bot chod) 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind loads and reactions based on MWFRS. B - D 0 0 40 015iS SE FF 56 81 B0 Bi3 7F 49 00 99 2E E5'FB VbUIterihaarazsvaafe9ra gs ncdwAwaledbyDAmlMartirrea, I' ?FM. tie.r471821 a tladays Crown abaft r'3ngaSHA4 wzv�wdmsmzode. axsamd iasaix} sit *mmnot cmi ad;t�antl=and - as6tte:;i5a1.av9herr ala sic 2c must wanr.+gw ManydcdrerAz CMIDL -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rgclulre extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componeo Safety Information, bV TPI and'SBCA) for safety practices pnor 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 proper y attached ri id ceilmy,. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or k 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 L1L60A-Z for standard plate positions. Alpine, a plv!sion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co formance 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 pro-fesslonq engineering responsibility solely for the design shown. The suitability and use lof this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this lob's oeneral notes Daae and these web sites: ALPINE: www.aiDinedw.com: TPI: www.Urtstora: SBCP: www.sbdndustrv.com: ]CC: www.iasafe.ora Job Number: 36CS00032 Ply: 1 SEQN: 686432 / T29 / SPEC 4EHB Hayden-2601 "H" OIL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: 4CJ7 Wgt 42.0 Ibs .. / ... 05/1612018 N f- 1'S" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Special Loads -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac =1.25) TC: From 0 pif at -1.41 to 54 plf at 0.00 TC: From 2 pif at 0.00 to 2 pif at 8.42 BC: From 0 plf at -1.41 to 4 pif 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. 577 811"9 577 26"2 8'S"1 5'S"11 5'5"11 2'7"14 8'1"9 n 90 TT n E 1 iv 1 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): 0.012 G 999 240 H 258 / 163 /- Lu: NA Cs: NA VERT(TL): 0.035 G 999 180 E 475 / 199 /- Snow Duration: NA HORZ(LL): 0.003 F - - Wind reactions based on MWFRS HORZ(TL): 0.007 F - - H Min Big Width Req = 1.6 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 3.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.202 Bearings H & E are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.267 Bearing H requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.257 / 10.6 13.0 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply'(Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A- B 9 -7 C- D 44 -82 B - C 276 - 616 40 01 5A 38 FF 58 8180 8137F 48 00 99 2E 85 FB mh ltemhaabarn ck 's t d aatd=1ad byt tartxi ratartmw. PEOL. lfa.0472H21 an the data shcwt abwa taosa SPA�l -� ataecat:cas zro�r„ PS& tad cWtua tfds ti�tara mat cx w&cadv =ds fad WO th--sila.: a0hemt4ca9anoode ma ttm mifbd mammy da m-lz Maximum Sot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - G 595 -257 G - F 579 -255 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens_ Comp. G - C 186 - 25 E - F 367 -132. C - F 260 -595 D - E 635 -709 "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 shi ping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building quire Information, bV TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted IT chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t ile_ AnnTv plates to each face op, russ and Dosition as shown above and on the Join Details. unless noted otherwise. �tefer to a division of any its drawing,any failure to build the on this drawing or cover page. ie design shown. The suitability rP11 Sec.2. s Job Number: 36CS00032 Ply: 1 SEQN: 684267 / T40 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 6 FROM: GLM DRW: Truss1 babel: FT1 Wgt: 141.4 Ibs .. / ... 05/1612018 8�0"4 6'8„ 8'8" 4 19'4" l 6'8" 2' f 10'5"12 q z Fi 2'6" �� 2'6"1'2"$.I 1'4�'� 2-6" ;'3"12"1— 2,6„ f? =3X4 1115X6(R) =3X4 =6X8 1112XG =5X6 W=3X4 1112X4 1112X4 AB C D E F G H I J K L M N O P 1112X4 =4X10 =5X6 W=3X6 ^" —' 19'4" Loadi11 ng Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too 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 BCLL: 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 Des Ld;' I 55.00 EXP: NA HORZ(TL): 0.064 O - - Q Min Brg Width Req = 1.3 Mean Height: NA ft NCBC&: 10.00 Code / Misc Criteria Creep Factor: 2.0 Bearings A & Q are a rigid surface. TCDL: NA psf Soffit: I I 0.00 BCDL: NA psf g Bld 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) P Spacingi 24.0 C&C Dist a: NA ft Re 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 I: NA GCpi: NA Plate Type(s): B - C 0 -1133 I - K 0 -3906 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -1101 K- L 0 -3906 Lumbee D- F 0 -2723 L- M 0 -3188 Top cho d 4x2 SP #1 E- F 0 0 M- N 0 -3188 ( F- G 0- 4303 N- O 0 -1838 Bot cho(d 4x2 SP #1 Webs 4G- H 0 -4324 O- P 3 0 ti'2 SP #3 H-1 0-4318 Plating Notes All plater are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) 11 I) Chords Tens.Comp. Chords Tens. Comp. Deflection . 11 ,X AB -AA 0 -1 V- U 4167 0 Max JT VERT DEFL: LL: 0.35" DL: 0.32". See detail $ ! r AA- Y 2129 0 U - T 0 0 DEFLCB1014 for camber recommendations.��� II Z-Y 0 0 U-S 3668 0 Additiogal Notes "P/^ Y- X 3427 0 S- R 2614 0 I X- W 3425 0 R- Q 1031 0 + 2x6 continuous strop back. See detail 7fl e STRBRIBR1014 for bracing and bridging W V 4324 0 recommendations. a e Webs are square cut except dbl diagonals or as Maximum Web Forces Per Ply (Ibs) otherwise shown. Webs Tens.Comp. Webs Tens_ Comp. Truss mid-st be installed as shown with top chord up. ,� STATE AB- B 15 0 U - L 331 0 * B -AA 1494 0 L- S 0 -652 QxVID b AA- D 0 -1386 M- S 0 -73 D-Y 827 0 S-N 780 0 - 97-1080 F - W 1304 0 R - O 1122 W- G 0- 646 O- Q 0 -1438 SEMAL 4001SA38FF58SIBOBB7F4800992E&5FB V- I 550 -125 H-V 2 -Q-P 0 -15 25 P- Q 0 -44 Thu itemhasksem and waind by uar lmartkw, I-U 0 -365 PE(FL, Lk.047,Mf otr tA¢dat¢ zhrJa+n atxsao 5satag a 53iiwi "enfmtknzoda. fiendccpLaso92hi:d •AMnotcEngd xeddgna. asdr". hd asac the:+.R.«?xahCnTka3 aeCflCmink Ca afi-d M aafeicamcz alas. *'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nett. Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly d r!gqld ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, B7 or 61D, cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to Is 1ig0A-Z for standard plate positions. a d vision of ITW Buildin�tL�Corn nents Gi p Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSUtPI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ . this drawing indicates acceptance ofrofessionalengineeringresponsibiltyy solely for the design shown. The suitabrltty fthis thawing for any structure is e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00032 Ply: 1 I SEQN: 684272 / T37 / 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 _. / ... 05116/2018 6'8" 1 8'8" 8'1 "4 157'2 6'8" 12' 4 6'8"14 '1 2'6" --{,- rs° _�I f---2„1- I -- 2'6" - 17 -I 1115X6(R) =3X4 =3X4 1112X4 1112X4 =4X4 AB C D E F G H I J 1112X4 K =2X4(R) � I�� • ` 11 111: � I�� I 1��Arm! III L/�Y =Jn'F =0^4 IIIYnY =1j^U 3y6 T 1 15'7"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.166 F 999 360 A B48 /- /_ /_ /_ / 3.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.333 F 767 240 M 852 / - /- / - / - / 3.1 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.027 J - - A Min Brg Width Req = 1.5 EXP: NA HORZ - M Min B Width Re 1.3 Des Ld: 55.00 Mean Height: NA ft �L 0.039 S ) q g Code / Misc Criteria Creep Factor. 2.0 Bearings A & M area rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.537 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.668 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ItRep Factors Used: Yes Max Web CSI: 0.553 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 F - G 0 -2594 I: NA GCpi: NA Plate Type(s): B - C 0 -881 G - H 0 -2334 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -853 H - 1 0 -2334 Lumber D- E 0 -2030 I- J 0 -1415 E-F 0-2584 J-K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 42 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes T-S 0 -0 P-O 2593 0 All plates are 4X6 except as noted. S - R 1646 0 O - N 1980 0 Additional Notes R- Q 2388 0 N- M 820 0 Q - P 2594 0 + 2x6 continuous strongback. See detaiAx l, STRBRIBRIO14 for bracing and bridging 0.f �e Maximum Web Forces Per Ply (Ibs) recommendations. � � - Webs are square cut except dbI diagonals or as . i'° Webs Tens.Comp. Webs Tens. Comp. otherwise shown. T- B 14 0 G- O 0 -585 Truss must be installed as shown with top chord up. » - B - S 1162 0 H - O 83 -146 S-D 0 -1064 0-1 481 0� D-R 535 0 I-N 0 -786 R- E 0- 498 N- J 826 0 STATE OF I E-Q 520 -16 J-M 0 -1142 e� Q-F 0 -273 K-M 0 -40 Jrw _ P-G 125 -87 M-L 0 -7 40 015A38 FF 55 8180 BB 7F 49 00 99 2E85 FB I$& msdsmaladby MA AW KRArtptea, 'PE'I£L,itc.9T7d821 on the 8mUAzWn abave tr.&5g,1SHA , acxdsen�caz3z�mareda. ftb"d QftkilMLMy-�tat not c=s9 ad Arum=d=alad. mad tFz SRAr4 aLdlumtk2fAmcede mist he maar %d m seq dectmr3_ rims.. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI an SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherv✓ise. (2efer to drawings 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 truss in conformance with ANSITfPI 1, or for handlingp� shippingg, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawl ngg indicates acceptance of professional engineering responsibility solely for the design shown. The subility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00032 Ply: 1 SEQN: 684274 / T25 / SY42 4EHB Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL Qty: 10 FROM: GLM DRW: Truss Label: FT3 Wgt: 95.2 Ibs .. / ... 0511612018 6'8" 8'81, 1 15'4" r 6'8" T 2' 6,8, 1 r 1�— 2'6" i 2'6" i 17-8 I 1115X6(R) =3X4 =3X4 1112X4 AB C D E F �- 1-10"12 �{ 8"8 F —{ �— 2'6" 1'3" —� 1113X4(R) 1112X4 =4X4 1112X4 G H I J K S R Q P O N M L 1112X4 =3X4 =3X4 1113X4(R) =3X4 Loadinb Criteria (psf) Wind Criteria TOLL: ; 40.00 Wind Std: NA TCDL: , 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des L& 55.00 EXP: NA NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Soffit: I 0.00 BCDL: NA psf Load D ration: 1.00 MWFRS Parallel Dist: NA Spacing 24.0 " C11C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top ch61rd 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4 Q SP 93 Plating) (Notes All plates are 4X6 except as noted. Hange I / Ties (J) Haniger Support Required, by others Additio1nal Notes + 2x6 continuous strongback. See detail STRBf lBR1014 for bracing and bridging recommendations. Webs J' square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 15'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for- Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.160 F 999 360 A 834 / - / - 1- / - / 3.0 Lu: NA Cs: NA VERT(TL): 0.305 F 823 240 L 850 1- l - 1-- 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. FT/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: 17.02.02.1208.15 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 193E 0 P-O M-L 803 0 507 0 .�� .� r Maximum Web Forces Per Ply (Ibs) �� Webs Tens.Comp. Webs Tens. Comp. No 04718� S-B 14 0 O-H 496 -89 B-R 1138 0 H-N 0 -355 + R- D 0 -1043 N- 1 426 0 D-Q 516 0 I-M 0 -769 ' Q- E 0 -476 M- J 809 0 STATE 0 F E - P 482 - 20 J - L 0 -1120 P-F 0 -259 L-K 0 -15 G-O 3 -323 K-L 0 -45 40 015A 38 FF 58 81.. BO857F48 00 99 2F 95 F8 this item has Accrtekcts gztymed and=Iao 4sy iwxa Martians, L2c.rmfif21sm tAcsia#a shawa aDa tr.*ga SRA4 anr�a.t;,:asz�9c. ftla teda"of64A dtxva^ tarmnot axasidetad' ''cdand smalad acid[ice 5'FA,l=Aant&affir ss'sla next U vwfW==yelalmak capim **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Compo enf Safety Information, byy TPI anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacharigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t 10, as appfjcable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss initronformance with ANSI�I PI 1, or for handl% shippinA, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00032 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: FT4 Ply: 1 1 SEQN: 684279 / T38 / SY42 Qty: 1 FROM: GLM DRW. Wat:110.6lbs ... / ... 5'2"4 7274 16'0"8 574 2' ' 1 8'10"4 1'3" —{ f'— 2,6„ 6" _ 2'6„12 1 _ 2,6„ 12 1 2,6„ --4 12 =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 05/1612018 3 {� =EB r, 16'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W W 689 / _ / - /_ /_ L 873 / - / - /_ /_ 13.0 W Min Brg Width Req = - L Min Brg Width Req = 1.5 Bearing K is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. TCDL: 10.00 BOLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.239 S 785 360 VERT(TL): 0.433 S 587 240 HORZ(LL): 0.024 N - - HORZ(TL): 0.033 N - - Creep Factor. 2.0 Max TC CSI: 0.752 Max BC CSI: 0.696 Max Web CSI: 0.571 Code / Misc Criteria BldgCode: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes A - B 3 0 G - H 0 -2706 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: 1: NA GCpi: NA Plate Type(s): 8 - C 0 -1448 H - 1 0 -2118 VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE 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 B42 0 R - Q 0 0 Hangers / Ties V- U 0 0 R- P 2526 0 (J) Hanger Support Required, by others " U- T T-S 2154 0 2716 0 P- O O-N 2526 1700 0 0- Deflection �`v* a S- R 2844 0 N- M 0 0 Max JT VERT DEFL: LL: 0.24" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. - +� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. - Additional Notes W4 e m �* A- W 0 - 58 F- R 0 277 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing bridging j W - B 0 -1175 R - H 252 0 and recommendations.STAX B - U U- C 843 0 0- 978 H - P H- O 18 0 -24 554 1.10,04 - Webs are square cut except dbl diagonals or as C - T 901 0 0-1 582 0 otherwise shown. Truss must be installed as shown with top chord up. % T - D E - S 0 - 373 179 -114 I - N N - K 0 1199 -1100 0 _yf$ S - F 198 - 395 K - M 13 0 40 01 SA38 FF 58 81.80 B87F48 00 992E 95 FB MRitnmmdr IadbyPSawmlwatinw, 'PE(rt.. M.0472521 on osYaa¢shawnate rrtnga SHA-E acth�ntitattays�m �md asxattt�s dactes�a:arc mrot�x3asad sf�niad �d ra aced us6 SFe;.;era i cntc�ticesca�em�t 4am�in¢d on scydrztrarst carWiax:. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer 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 ppro essiona engineertng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. For more information see this'ob's general notes pacie and these web sites: ALPINE: www.el ineitw.com; TPI: www, inst.o ; SBCA www.sbcindu .com: ICC: www.Iccsafe.orcj Job Number: 36CS00032 Ply: 1 SEQN: 684281 / T39 / SY42 4EHB Aayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 1 FROM: DJH DRW. Truss 11 Label: FT5 Wgt: 42.0 Ibs .. / ... 05/16/2018 1 -2rr4 6" 6" �-{ 1'2"4 —� =3X6 =3X6 =3X6 A B C I 3X8 1112X4 = 3X8 34"8 Load' g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL. 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh ! RL / W F 579 / -- TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL.j 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 Le: 55.00 EXP: NA HORZ TL : 0.002 D - - ( ) D Min Brg Width Req = - Code ! Misc Criteria NCBCLI L: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Soffit: I I 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.546 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.213 Chords Tens.Comp. Chords Tens. Camp. A - B 0 -4 B - C 0 - 30 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.177 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbgr Top chord F- E 580 0 E- D 580 0 4x2 SP #1 Bot chord W e Websx2 4x2 3 #1 SP #3 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp. Special —( Loads A - F 0 -B - D 0 -718 tuber Dur.Fac.1.00 / Plate Dur.Fac.=1.0D) F-A 0 C-D 0 TC: F,rom BC: f�rom -49 -176 100 plf at 0.00 to 100 plf at 3.38 F - B 0 -752 D - C 0 -28 10 at 0.00 to 10 at 3.38 TC: ' '889 plf plf � B - E 50 -11 lb Conc. Load at 1.85 NMA Hang rs I Ties - �� 0 �e (J) Hanger Support Required, by others ..A ft Additional Notes 7MI a e Webs are square cut except dbl diagonals or as otherwise shown. e Truss must be installed as shown with top chord up. i 40 015A38 FF 5B $ BD BB 7F 4t£ i70 g9 2E115 FB V,Ujtmcluirwk.,6ygpad3rAwiladbymaamlmart:: 1 .. lkc=7132f cn rlir< "e shewmatxite agingp5HT1 ac;tis¢nt3ca.37c�r.zcr9a. Frmad ccoavf" d=mMt =notc Wlkmd 'dandmbd asac' ba.wrifed raw avt a9ccirark alas.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Component require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI tto these functions. Installers shall temporary bracing attached anri'SBCA) safety practices prior performing provide per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed BCSI sections 83, B7 or B10, as applicable. per Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawil s 160A-Z for standard plate positions. Alpine truss i division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI> I PI 1, for handling installation bracing trusses.A this drawing listing�this and use conformance with or shipping, and of seal on or cover pa e_ . drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suttability of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this general notes a and these web sites: ALPINE: www.el ineilw.cam TPI: www. insto ; SBCA: www.sbdndu .com; ICC: www.iocsafe.ocl Job Number: 36CS00032 Ply: 1 SEQN: 684288 / T1 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OIL Qty: 1 FROM: GLM DRW. Truss Label: FT6 Wgt: 120.4 Ibs .. / ... 05/16/2018 1-8"4 T 1 "12 9-1 "12 18' 1'8"4 5'5"8 2' 81074 174 � {812{ 1112X4 1112X4 2X4(R) =8X14 =4X4 W=3X4 A B C DE F 38 Z d' T 1ff X W 1116X6 =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP 91 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. F —}— 2'6"12 2'6"12— 2'6" 11 1112X4 =3X6 =4X6 1115X6(R) G H I J K LM I I T V U T S R Q P O N W=H0308 1112X4 =4X6 =4X10 1112X4 18, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.325 G 650 360 Y 1512 / - / - /_ /_ 14.0 Lu: NA Cs: NA VERT(TL): 0.569 G 473 240 M 1032 / - / - /- /- / 3.0 Snow Duration: NA HORZ(LL): 0.050 O - - Y Min Brg Width Req = 1.3 HORZ(TL): 0.06E 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: b.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 D- E 0- 3507 J- K 0 -1074 E- F 0 -3654 K- L 0 -1105 F-G 0 -3867 L-M 0 0 ■ 40 015A38 FF 56 81 E4'BB 7F4& 00 99 2ES5 FCC rJafc ieasm�eax�cmeEetaanacgst�aet:.m�s�alnd try rd.:svzx� Maretnea ?E!'sl.. tis.zaasszp ca �edm}c shan�aatxi� us9ng a SN�l ent3raaea�¢, Pry ud cepinalthk docu=at manat ca niskmd %*'w1Xd=led =d tic Stt;A=4.x.Ahantsaaswsec>d¢eaustbsowsif lMWFdectm`ak carjm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp Y- X 1734 0 S- R 3842 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 Ply (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 - 388 B-X 30 -8 R-1 457 0 B-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- 37B 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, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinqqComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSITFPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawing indicates acceptance of professional engineer!ng 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. Fnr more 1nfnmatinn see this inh's neneral notes nano and these wah sites Al PILAF, www.ainina tw mm, TPI' twnv_tninst.om[ SBCk www.sbcindustrv.mm: IM wwmiccaafe.om Job Ntber. 36CS00032 4EHB i1ayden-2601 "H" OL MR Horton /4EHB Hayden-2601 "H" OL Truss Label: FT7 I 7'1"12 7'1"12 I =2X4(R) =4X6 AB IT Ti Z. FA �1'3"12 { 1'3"1� 1114X4(R) =4X6 W=3X4 C D E F G X W V =4X6 =4X6 1113X4(R) Ply: 1 SEQN: 684291 / T32 / SY42 City: 9 FROM: GLM DRW: Wgt:112.0lbs .. / ... 05116/2018 9-1"12 18' 2' 8'10"4 12}-- 2-6"12----}-- 2'6" 12 --{ r"I =3X4 =3X4 =3X6 =4X6 1115X6(R) H I J K L MN jlTg �1 U T S R Q P O =3X4 =3X4 =4X4 =4X10 W=H0308 18' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.308 H 684 360 Y 982 / - / - / - / - 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.545 U 534 240 N 982 / - / - / - ! - / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.043 P - - Y Min Brg Width Req = 1.3 EXPNA Des Ld: I1 55.00 Mean Heigh NA ft HORZ(TL): 0.059 P N Min Brg Width Req = 1.5 NCBCLLII: 10.00 ean HeCode / Misc Criteria Creep Factor. 2.0 Bearings Y & M are a rigid surface. TCDL: NA psf Soffit: 000 BCDL: NA psf g Bld Code: FBC 2017 RES Max TC CSI: 0.819 . Load Du lion: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.955 Maximum Top Chord Forces Per Ply (Ibs) Spacing �4.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.652 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 H - I 0 -3441 I: NA GCpi: NA Plate Type(s): I B - C 0 -1684 1- J 0 -3275 1 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 Top chord 4x2 SP #1 E - F 0 -2872 L - M 0 -1039 F - G 0 - 34M - N 0 0 Bot chord 4x2 SP 91 Webs 4z2 SP 93 G - H 0 -3440 Plating Dotes Maximum Bot Chord Forces Per Ply (Ibs) All plated are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. Deflecti Y- X 955 0 T- S 3484 0 X- W 2380 0 S- R 2991 0 Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail ;eMAfW - V 3282 0 R - Q 2991 0 DEFT- mB1014 for camber recommendations. a eh I I � s� V- U 3440 0 Q- P 1945 0 Additional) Notes - e die' U- T 3484 0 P- O 0 0 + 2x6 continuous strop back. See detail s 7 STRBRIB� 1014 for bracing and bridging Maximum Web Forces Per Ply (Ibs) recommendations. Ink No Webs Tens.Comp. Webs Tens. Comp. Webs ar9'lsquare cut except dbl diagonals or as Z - Y 0 -7 H - U 194 242 otherwiseishown. A-Y 0 -40 U-1 356 -358 Truss must be installed as shown with top chord up. STATE OF Y - B 0 -1330 I - S 0 - 369 k B-X 1014 0 S-J 386 0 X-C 0 -967 J- R 21 -23 C-W 670 0 J-Q 0 -708 lok 0 -99 30 � W-NFf 0 -629 QK-P 7 0 -1260 F- V 735 -15 P- M 1370 0 AL 40 013A38 FF 58 81 B0 BB 7F49 00 992E 85 F8 V - G 0 -537 M - O 13 0 sigh ltarrhas4cesa cktarca€raTg�ca znj zralaa by rAar�l nRaripncr, &� (£S.. ltc. acataxl car�:satc tihawre atsm� ur�g a 5itA,i sent�.t'.raaa tcd cc�ridxc5itf�s dtxtvarr.;tatm nx+t cttxr�s§c9.��rr�W zri9 seal�rd aaad tise °�?Ar1 aenarenthat3aramfle nrcr �.aarcrifi� an arsgdectmrsk arriinx: I AND ALL NOTES TS AWING! EAD LOW IMPORTANT'" WA** TRHIS DRAWINGLTO ALL CONTRACOTOR3 INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componeriif Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pehBCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, 67 or B10, 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 d'ision of ITW BuildiaComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUI PI 1, or for handlia shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this,drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use Of this 7iawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00032 Ply: 1 1 SEQN: 6842971 T41 / SY42 4EHB Hayden-2601 "H' OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: GLM Di Truss Label: FTB Wgt: 141.4 Ibs .. / ... 05/16/2018 L 9'0"8 + 1019"1 21 r 9'0"8 1'8"8 978 �1„� 3,1-L�-i I 1 1712 1'3" f - 2'6"12 ---I-- r6"12 �I I-- 2'7"4 --II --I f- --{ W=3X4 =2X4(R) ' m6X6 =3X4 =4X41112X4 =3X10 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I J K L M N a T I =- AC AB AA Z Y X W V 1114X6(R) U T S R Q P 1112X4 =4X10 1112X4 =5X6 W=11-10308 1116X6 =5X6 20'3"8 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defli Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.385 U 621 360 A 1106 /- /- /- /- / 3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(Ti 0.673 U 451 240 p 1110 1- /- /- /- / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(i -0.061 M - - A Min Brg Width Req = 1.5 Des 155.00 EXP: NAMean Hei ht: NA ft HORZ(fL): 0.084 M P Min Brg Width Req = 1.3 9 Code / Misc Criteria Creep Factor. 2.0 Bearings A & P are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.786 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.744 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.752 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Ft-/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - 1 0 -4226 1: NA GCpi: NA Plate Type(s): B - C 0 -1197 I - J 0 -4226 Wind Duration: NA I WAVE, HS IVIEW Ver: 17.02.02.1208.15 C - D 0 -1165 J - K 0 -3411 Lumber D- E 0 -2899 K- L 0- 3411 E- F 0 -3981 L- M 0 -1947 Top chord 4x2 SP #1 F- G 0 -4711 M- N 1 0 Bot chord 42 SP #1 Webs 4x2 SP #3 G - H 0 -4717 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 4X6 except as noted. Chords Tens.Comp. Chords Tens. Comp. Deflection AC -AB 0 0 V-U 4717 0 AB -AA 2245 0 U - T 4711 0 Max JT VERT DEFL: LL: 0.38" Di 0.35". See detail AA- Z 3554 0 T - S 0 0, DEFLCAMB1014 for camber recommendations.0 jZ - X 3554 0 T - R 3948 0 'g p► Y- X 0 0 R- Q 2779 0 Additional Notes 4 a X- W 4493 0 Q- P 1087 0 + 2x6 continuous strongback. See detail $ W V 4491 0 STRBRIBR1014 for bracing and bridging w recommendations. + Webs are square cut except dbl diagonals or as Maximum Web Forces Per Ply (Ibs) otherwise shown. ; Webs Tens.Comp. Webs Tens_ Comp. Truss must be installed as shown with top chord up. AC- B 14 0 U - H 255 -55 4 B-AB 1579 0 H-T 0 -819 * AB- D 0 -1457 T- J 488 0 AA 909 0 K - R 0 730 D--891 E- Z 19 -28 R- L 858 0 y 1 580 0 L- Q 0 -1157 X- F 0- 710 Q- M 1197 0 4OO15A38FF5088BOBBIF4800992€85FB F-V 662 -79 M-P 0 -1513 Thk itemAa bearmckcrr qsd nad an5-e Jad by rAI'MAtMraw, V - G 18 -228 N - P 0 -40 E(46.1Ee.p�:.4f#�frs4aacsfwwaabungastsl U-H 85 -18 P-O 0 -7 ar.ffitemivatiaxssarla. zsteted et�iasra$th�s tlaaersssaucnut $s�mm=�and scaled aaxb tic �.A;2 as.•�ent�sa",awssada nt�t tacasr#fi^d rn aeq*dastrar� �s.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, ba�rr TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: wwwal inedw.wm: TPI: www. inst.o ; SBCA www.sbdndu .corn; ICC: www.iccsafe.org ®11 BoseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Dry 11 span I No cantilevers 1 0/12 slope BC CA C® Design Report Build 6 6 File Name: 36CS00032-Beam.bcc Job NaTe: 4EHB Hayden-2601 "H" Description: DesignslBM1 Address: Lot 32 Creekside 36CS00032 Specifier: City, St�te, Zip:, FL Designer: GLM Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: BO Summary (Down / Uplift) (lbs ) Total 20-07-08 Total Horizontal Product L Floor Beam1BM1 May 16, 2018 14:49:06 131 = 20-07-08 BO, 6" �j 5,818 B1, 7-1/2 5,424 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-08 40 15 01-00-00 2 FT31I Unf. Lin. (Ib/ft) L 00-00-00 20-07-08 321 119 n/a 3 FT1 Q Conc. Pt. (Ibs) L 03-09-12 03-09-12 509 189 n/a Controls Summary Value %Allowable Duration Case Location Pos. Mordent 25,804ft-Ibs 69.1% 100% 1 09-11-15 End Shear 4,881 Ibs 45.9% 100% 1 01-10-00 Hole Shear Moment 2,262 Ibs 80.8% 100% 1 17-07-08 Total Lord Defl. U313 (0.754") 76.8% n/a 1 10-02-08 . Live Load Defl. U442 (0.533") 81.5% n/a 4 10-02-08 'Max Defl 0.754" 75.4% n/a 1 10-02-08 Span / Depth 14.7 n/a n/a 0 00-00-00 Hole Location Valid Hole Summary Center Elevation Ref. Width Height Shape Orientation H01 03-00-00 8" R 4" Circular Horizontal % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified B1 Wal ll/Plate 7-1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L1360) Live load deflection criteria. if Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCp analysis is based on IBC 2009. Design based on Dry Service Condition. No 047182 STATE 'a 40015AMff5681BO6B7F4800992f85FB ;iiis stern Evas�aen 2)ecttXrl�sa� �S:aalad6y )�as�rat Man§i¢s, ;3E (P3.. EiC: mLTi&d}tuF tba da�sAawnab��5ro��aSHA*:. enssatknccda. w1ud 4Cfji&I.fa,, drxsscaxsx arc nntreamdd..d<¢ a-d—h,i and 31m S3A.5.autOcndzaii�seso'e taast Sa raiiC3ai a5 am•�daeiroee4c cx�laa ®Bolsecascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor BeamXBM1 Elm Dry 1 span No cantilevers 1 0/12 slope May 16, 201814:49:06 BC CALC® Design Report' Build 6536 File Name: 36CS00032-Beam.bcc Job Name: 4EHB Hayden-2601 "H" Description: DesignstBM1 Address: Lot 32 Creekside 36CS00032 Specifier: City, State, Zip: , FL Designer: GLM Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b —d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for particular application. Output here: based c on building code -accepted design,' • �• • properties and analysis methods. Installation of Boise Cascade engineered a • • • wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 6" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALCO, BC FRAMER@ , AJS-, Calculated Side Load = 440.0 Ib/ft ALLJOIST@ , BC RIM BOARD-,,BCIO , BOISE GLULAMT, SIMPLE FRAMING Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ ,VERSA -RIM@, point loads, please consult a technical representative or professional of Record. VERSA -STRAND@, VERSA-STUDO are Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade Wood Products L.L.C. Construction Details B1 1 - Top Loaded Only Conneclion Double 1-3/4" Versa -Lam 4'3Wn0• $lee below min. VVhen 2 pieces of 1- !"" Versa-Lanf are loaded from abov. Nail 9-1/7 and 11 7/8' beams w/ 2 - rows 16d box or sid Nail 14". Wand 18' beams w/ 3 - rows 16d box or sinks Nail 24' beams w/ 4 - rows 18d box or sinker nails. No 047182 40015A38if568150 867F4800992E85PB mu �� ��� ckcfrrxsPcs�ra&�eQ ffia �fl,�any a ar.�nmfl +"s'.(&i..1.kC:.�i8Sfl2}Bm tAn z7Ktw"ii�'ra 'vat°�s5HA.8 svuarfluaz�nm�m eaQ cepi¢scStti3Quc�aux*tt�enuircxW +used m�y5rz3�a8s ahQ 3a! 81ac Ta,fR-.'.asR�cnc%cat�seca!a ml*stEs rerlf� ws dcstro� itlp�flS. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Cr- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 rlrl 120 moh Wind Soeed, 15' Mean Heloht. Partially Enclosed. Excosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces U) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (ll 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B C #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 O Stud 3' 8' S' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 1H4' 0' Standard 3' S. 4' 11' S' 3' 67 ' ' 7' V 89' ' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' QJ #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -� 1 S P #2 3' 10' 1 6' 7' 6' 10' 1 7' 9' 8' 1' 1 9' 3' 9' 7' 12, 2' 1 12, 8' 14' 0' W 0' 14- (U C D r L 03 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' 11' 8' 14' 0' 14' 0' Stud 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' Ill 8' 14' 0' 14' 0' d Standard 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' B. 10' 4' 13, 1' 14' 0' U #1 / #2 V4'2' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-> U S P F (_l C #3 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Stud 7' 1' 7' 6' 8'9'9't'10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O Hr Stnndnrd 6' 1' 6' 5' 8' 1' 8' B' 1D, 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' a #1 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 1t, 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' Ill 0' 13, ill 14' 0' 14' 0' W 0' #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' 0) D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' t' 10, 6' 10, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' e' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10, 12, 7' 14' 0' 14' 0' d u U S P F u [ #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14, 0' 14' 0' 14' 0' #3 4' 7' 1 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' B' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X O rll� Standard 4' 7' 7' 0' 7'D S' 9' 4' 10' ' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1. 5' V 8' 5' e' e' 9' 11' 10, 3' I1' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' [- D r L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' ll' 7' 1210, 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7 14' 0 1 14' 0 1 14' 0' Diagonal brace option - vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600# at each end. Max web total length Is 14'. Vertical length shown In table above. Connect diagonal n midpoint of vertical wek a Ll---lt-4LS AN ITW COMPANY 133B9 Lakefront DMus Earth City, MO 63D45 Truss aymm About / - r I9' )K ILI L Brace Bra ilE 31E 2x6 DF-L #2 or better diagonal IT braces single or double cut (as shown) at 8' L 1 upper end. Refer to chart above for ..g,* sWARND1M- READ AND FOLLDV ALL HOTEs. RI THIS DRAVM xwD`�� A a+ORTANTwx FURNISH TMIS DRAWING To ALL CONTRACT= R CLUDING THE I STALLER& .�- Trusses require extreno core ab fobrlcating, handling, •shipping, Installing and bracing. Ref.rk to and ,low the latest edtbn of BCSI (BuOdng Conponent Safety Infontatlon, by TPI and SBCA) for'..safety actkaa prior to perForning these functions. TnstaUers shall provide temporary bracing per BCSL less rated otherwise, top chard shalt have property attached structural sheathing wed bott6n chord all have a properly attached rigid celUng. Locations shown For pernnnent lateral restraint of webs all have bracing Installed per SCSI sections 43, 87 or B10, as applicable. Apply plates to each face - truss and ppoosltlon as sham above and on the Joint DetoAS, unless noted otherwise. fer to draways 160A-Z for standard plate positions. Alpine, a divWon of IN S ,ding components Group Inc. shall not be responsible far any deviation from Is drawing, -Y falters to build the truss In confornence ►Hh ANSI/TP! 1, or for harMltr)g, shOpi g, ;taaatbn 6 bracba of trusses. ' MY more Information see this Job's general notes page and these web rwAtPInettw.Caw TPI- www3olnst.oral SBC& www.sbUndustry.om IM ww .AS MTV OF Ak s�naalii� Bracing Group Species and Grades - Group AI S ruce-Plne-Flr Hem-Flr #I / #2 Stnndnrd #2 Stud #3 Stud I i #3 Standard Douglas Flr-Larch Southern Plnexxx #3 03 Stud Stud Standard Stnndnrd Group BI Hem -Fir #1 & Btr #1 Dou las Ftr-Larch Southern Pinexxx al al #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So, Pine use only Industrial 5, or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss DetaiL Notes, Wind .Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malts. )K For, (1) 'L' bracer space malts at 2' ac. In Is' end zones and 4' mc. between zones. )K)KFor (2) 'L' braces, space molls at 3' o,c. In IS' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80% of web member length. Galote Vertical Plate Sizes + Vertical Length No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 01, but less than 11' 6' Greater than Il' 6' AX. SPACING 24,0' 0 1 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure U, Kzt = 1.00 Orl 120 moh Wind Sneed. 30' Mean Helaht. Partially Enclosed. Exoosure B. 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(x (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U H F Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14' 0' Q Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' #1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' It, 9' 3' Ill 9' 12' 2' 1 13' 11' 14' 0' —j S P #2 3' 8' 1 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10, 13, e' 14' 0' F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10' 1' 10, 10, 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' 11' 10' 4' 1 13' V 13' 7' 14' 0' 14' 0' U H Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 10' 4' it, 10' 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11'10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' to,-I,10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' It' 6' 4' 7' 11' 8' 5' D11001111' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 10' 2' 1t' 0' 11' 9' 14' 0' 1, 0' C5 S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 �- 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U u F Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' G' O I� Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X d S P #1 4' 10' 8' 0' 8' 3` 1 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' It' 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' r+ Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, Ill 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Flr Hem -Fir #1 / #2 IStandaEdfl 1 #2 1 Stud #3 1 Stud 1 1 03 Standard Dou ins Flr-Larch Southern Pinexxx #3 p3 Stud I Stud Standard I I Standard Group Bi Hem -Fir #1 4 Btr #1 Dou las Fir -Larch Southern Pinexxx #L #1 #2 d 1 #2 !::For shall be SRB (Stress -Rated Board). x:For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable 1 russ Uetait Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over, continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Ai Out!f Attach 'L' braces with 10d (0.128'x3,0' min) naps. X For (1) 'L' brace, space nails at 2' ac, able Truss In IS- end zones and 4' O.C. between zones. )K)EFor (2) 'L' braces- space naps at 3' o,c. Diagonal brace options In IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal � 18' 'L' bracing must be a minimum of 80X of web D brace is used. Connect ! L member length. diagonal brace for 6900 Gable Vertical Plate Sizes at each end. Max web ) le Brace total length Is 141. NIK Vertical Len th No S liceLess DF-L #2 or than 4' 0' 2X42x6 diagonal Tbetter I Greater than 4' 0', but 4x4 Vertical length shown braces singleless tIn table above. 45• or double cut (as shown) at L * Refer to common truss design for upper end, peak, splice, and heel plates. ontinuaus Bearing Refer- to the Building Designer for conditions Connect dingona at mid olnt of vertical web. Refer to t1331t11111 chart above for max g&Nkte rt(6%*& length, not addressed by this detail. mARwRaIN READ NoM-Lov ALL NOTES IN THIS DRAWING --DL- tTANTxw FIAiNISH THIS IIRAWING TO ALL aINTRACTURS DMUDING THE INSTALLERS ��.�` �. REF ASCE7-10-GAB16030 Trusses require a trehe care to fabricating, nnndurig, sHPPlno, Instating and brnchs. Refer to and faltoe the latest .,Utbn of SCSI (Buildng Component Safety Inf—tion, by TPI and SBCA) for safety BC31. `¢ (✓°j`fs�( 'y�y DATE 10/01/14 Practices prior to performing these functions. Installers 6ho0 provide temporary brad,g per Unless noted otherwise, top chord shall have properly att—hed structural sheathing and botton chord ``��Q. R!o' DRWG A16030ENC101014 shalt have a properly atWchad NpId ce1Wg. Locatbns shown for permanent lateral restraint of ebs jjjlll jj�\ 1� J or DIG, is unless,piptlobte.no Apply plates to each face instnaed per BCSI and on the shall have b position 6 a6 Shavn above and te thY .faint Details. IMle56 mated atharYl6e. of erUto dra drawings Refer to drarings 160A-2 far standard plate positions. Alpine, a division of ITV Buitding components Group Inc shall not be responsible for any deviation from ATE OF AN 1IWCOMA4NY ties *,ehti, any failure to bWd the truss h confor— with ANSI/TPI I, ar for handling, shlppbv, % 'O Imo" �� TOT. LD, 60 PSF trot Satan S. bracing f trusses. A seal on this ding .9 ar cover page Ilsttrg this droehR, Indicates acceptance of professlom( engkieering for the dfsT shown. The suitability and use of this drawling ,MAX. y���^ �l l �(f ©�`®Q`, l—�f```� responsarDlty solely for anY StraCtufe Is the resparaDWlty of the BWld6g Designer per ANSUTPI I SecZ ¢ �n `F tyv MAX, SPACING �L4,0' 13389 Lakefront Olive Eedh City, M063045 web Sites,i phse Apt ` io Z �ffS� ��+'{y l� ALPINC, _lpinaltw.con TPle_tpstrst,argi SBCN www.sbcinadustryargieICG weekcsoFeorg � t1laT'i 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. No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or IT' brace required .3 Relnfo Menk Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. ©Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Examples 0X4 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) nails In the top and bottom chords. Toenalled Nallst 10d Common (0.148'x3',min) Toenails at 4' o c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC103014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIDIO14 See appropriate Alpine gable detail for maximum unrelnforced gable verticat length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - 131, - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 ILI Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 '!. ^ v - AN ITWCOMPANY 133391.ake(mntDrk Eat QV, MO63M eevAaemaso READ 90 FCLLGY ALL HnM 1H TIM DRAVFNGI wsDPCRTANTew F'IFHISII THLS DRAYIt♦G TD ALL WIIRACIQ2S B♦hT.aR1Nf' TIE INSTALLERS. Trusses require extreme care In fabricating, handling, shipphg, installing and braehy Refer -to and� fellow the latest pe" ni o tin ssef n Component Safety all provide by TPI arx! SOW for safety practleno prior to pee. top p these functions Iperty ors shed provide ralw oryy br�cInp per BCSE Unless rated otherslse, top chord shall have property attached structvnl sheothinp and Hatt«+ chord shall have a properly attached HQU ceiling. Locations shown for permanent lateral restraint of webs shoo have bracing Installed per PM r:., ins H3, H7 or 210. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, uniess rested otlnKotse.-�� Refer to cramps 160A-Z for � tUA jj'!m 4«,err a- t� �^ P rki Ctax02 -^ 0%s` SIAFE Or "w: ,w — — �,•. RMap Q.,`: --_ ,,otsA�„�m na����,o ».� "` _ —, y "`°' �: ` � •~ . ----_— REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 -- MAX. TOT. LD, 60 PSF �shtoandord.ptate_pro�oslution y this drawathpd, any folure tomb" tlx true W6conPom tqi SI/TPi I aor�RorarMndUnpdevlo Ofron Installation 6 bracYq of trusses. A seal an tits drawing or toner Pe Usthp this drarhp, Indicates acceptance of professional ttrroIne.rIng remwl�!!ty inlay for the desIgn shown. Thw sWtob/lty and use of Ws di006 far Dishy structure Is tin resporsWlty of this &&&V Deelgner per ANS — 1 Sec.2 *For more mfarnatfon see this ,Job's gonerat notes page and these web sites, ALPINFA www.nle6ha4i rnr, TPI, rwr.4nlnetrrn, CRrd, rrw.c4vira ethware, Mrj w—Jreenfa.ere DUR, FAC ANY MAX, SPACING 24,0° 2; 0 Hip frame stops at ptumb cut of jacks to maintain pitch continuity, ?K 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, (umber, -plating, loading, and duration factor requ R' Hip frame chords may be trimmed up to 2' to fit. purlins must be intact and properly attached, Hip Frame Stepped Hip Svstem Trusses Pitched and Sheathed Chord Area ��- Hip Frame)K 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, I-F— S—-- Stepped Hip Setback System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, ASCE 7-05, 160 140 mph, mph, 30' 30' Mean Mean Hgt, Hgt, Partially Partially Enclosed, Enclosed, Exp Cat D, II, or Exp C, or chords of hip frame system where Indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. StructurZ anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hin,%%O- lid' w tins, _. rVARNwG-- READ A" rMIMV ALL !BYTES IH TIM HRAVHxa ssINpTRTAi1Ts• FlF M TFUS DRAVM M ALL WaRACTOM DCUJDM THE IMAUXIM : -��'— GEAI - •�A_ ; ` s,� REF HIP FRAME DATE 10/01/14 Trusses equine -•crane core h fabrimHno, hondgno, sNpphR, hstalUno and brochg. Refer to and �\ s folio• the infest erHtlon of BCS[ (Hu.9ding Conpenent Safety Infer-.atlon, by TPI oM SBW for safety practices Prior to Perforning these functions. InstoUers sYnll provide teripororyy Motlng per BCSI. N \_ DRWG HIPFR1801014 Unless rated otherwise, top chord shnU hove properly attached structural sheathhp and button diord c * = Q sh-U hove n Properly attached rigid ceaag. Locatbns Oven For Permanent lnterol rostraht of ..be. shalt hove bratlng hstnUed per BCSI s¢ctlons BH, B'7 or Hla, as applU:nhle. Applyy plates to eneh Faro of truss and position as shorn above and on the Joint DetdRs, unless noted otherwise. Refer to dr-hos 16DA-Z for standard Plate PosMOM S 1�k7' A E OF S ` AN ITwaOMPANY Ably, a diviskn of [iY 8utldlnp ConponeMs Group Inc shall raL be responsible for my deviatkm from tNs drnwh0, anY f,,I— to bald the truss h c-Farnnnce •lth ANSUTPI 1, ar for hn dU a, sNppho, I(k Q %^Q 4 }� 1 Q hstailntion L bracing of trusses. A seal on tNs drowft or cover pope Ustlne tNs drosFig, hdicntes acceptance of professU-ial sngl,"rft responsBiluty solely for the design a1i The mdtabsity and vse oP tNs droNrp t� , Ile151F \ yiti' viy4o .: 4,y SyrY',a�'14 t � K¢�gyFpj� kefro l6Drive 3U45 E�hCLakefront for any strue4o�o trethe orr¢spons6imtjm eeY this of he g�rnlanotes eeAon�aseSrob skes- ALPINE, —lPNNtsconl TPIi nw,tphst 91 SBCAi se•. b industryorgi IM sselccsaf¢mrg xt'IEAedej,Y1`1 1 41,tl��kkk „.a•ac,llunfrirr; - — 10172 SNI6ddS �� ji1 �i .` �`� i� • v` _ -— -'_ J' e �' !Q d,s ^- : �P _ Aa - d �� w ' aSj j` �g ` '%, YMAI -►..``• Buaa;os�apaaa V,71 1GoR.+}snpuixls•ua WGS le.,o3sup;va'Idl lwra}lauidl— 1$(Idly —1.1s qaa easy} pun aeod sa}Pu lou 5 S,goj sly} aas uol}m+ iq aaou J .j sMCI eas I Id'ISNv u+d uwdsaa eu�S ay} io Riryglsmdsay A Ruo uo; -'g e;.�.. wopsaeo a as adapoaonv aw•o�n �ri ecwsn sew ,a.os ,o I1w.a.P sue} w Iaas v aassn.y is ew�aq + uopolps•w ewayys 0uuroN uoi o'[ Idl/ISNv 4SN aDuau w w� w asn } aN}�nnq w •,nuai Rua •euaa,p sly} uw; uogej-p iva aai algpn dsa., aq }Pa ,pNs —1 �na.,9 s}unwdw� u ipg ,LLI p uolsjAM o 'awdly •auolilsod ®Sold p—p—p ao! 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Callon o:. jolud pallddo 6uly}oaNs pa}o A 'paq: o}}o Aluadoud 1y1-Im paoo Aq aq I snw a.as Callon ya.oauaq ssnuq. 3o puoy:) dol TIOT3Ndg-ION9 '3M JCI uI umoys so 6ul:)ouq louo6olp I,la.lm pa}a.lw Aad sl qam jo y4.6ual-piw :p pallddo :.ulou:.sab 110.Aaa.10-1 snonup.uo6 yx2 '4.uawao,4o j4uja a ,l, 40 nail uI •o'o ,9 4.o sllvu (a0'E x .821'0) xoq pOl y}im paLpD44o 1,Ra44aq uo apoj6 puo sapads awos 'qam jo y�6ual .08 'a.uawao.Aojulau ,l, yxZ Alddo ,6-L uoy� Jallo} sqam Callon loos}.4an 40, 'u6isap paloas s,uaaul6ua uo asim,4aq:.o pa13pads ssaluN •sa}old anoM S6g M1I auo umoNs sa}old py 's,Aagwaw yx2 a3ouodas wo,4 j 6uiq oolugo,4 3o nail ul paa.}iwuad aq lions 'pa,Rlnbau so Aa& of Ao 19x2 al6uls o wou3 s Aagwaw ,Aoln6uol la. pllos so a.m aq off. t4C)noua }.goys sAall'OA 'umoys so a.n:) payoq ld uo auonbs aci Cow puoy:) wo44og 00'T = n z)I 'dsd S=1Q 61 pulM 'Q •dx3 '6ulpling pas0lou3 '}N61aH uoaW ,0£ ydw Obl OT-L 36Sd u❑ 00'1 = :�Z)1 dsd S=1Q 31 pulM 'j 'dx3 '6ulpling pasolou3 Il.y61aH uoaW ,0£ Lidw 091 OT-L 36Sd uo3 pallou-aoa. sllou (aS'E x SST-0) xoq p9T (2) 1y}Im ssn.aa. 6ul:.,aoddns A,4ana o:� Capon I,looa yooj.4.ti )K)6 %-4a4.:�aq .Ao 2# -1-3Q '2#/T# 3dS `E# dS bx2 sgaM 'Ja4.4-aq uo 2#/T# 3dS uo N2# dS bx2 puoy6 :I-og •.Aa44aq .A0 2# 1-3Q '2#/1# 3dS 'N2# dS bx2 puoyo dol 00'T=q-z>i 13 'dx3 'pasopu3 'O LAaH unaW ,06 qdw 09T rOT-L 33Sd - 1!-O:�aQ A8)1'OA Pig__gyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently 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. Nix Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A - Purlin Spacing = 24' o,c, or less Piggyback cap truss slant nailed to all top chord 1P purlln bracing with (2) 16d box nails (0.135'x3.51) and secure top Up to 12 I I I �\ <I side only ab chord h scab eachattached with 2 rows of IOd box nails is (0.128•x3') at 4' o.c. 4' o.c. max L—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 purlln bracing with (2) 16d box nails (0135'x3,5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c, Attach purlin bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V I I I I \\ 4' Purlin Spacing) 24' o.c. max \\ I I \\ I I I I Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c, Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 241 o.c. max• and use Detail A. ���}jfjitllj%j -IWURTANTrr FIFHISH TWS DRAWVG M A L ollamTI�S INCLUDING THE ]USTALLERS `��t • \ n /flei Trusses require extreme core In fobrIcating, handling, sFJpping, installing and brocNp Refer to and ��T.�V /r� c /QTi follow the latest edttlor- of SCSI a)u�, Component Safety tnfarm 11 by 11 and SBCA) for safety .� \ ��VE1�s practices prior to performing these functions. Installers sholt prwNio tanporwyy �bracing per BCSI. Unless noted oth.1Mse, top hard shall hava properly ttachetl structwal sheathnrg wd bottom chord shall have a proPerly attached r1gld ceAing• locations sham For pernanent lateral restraint of webs d I•I r'1� of % have beating Installed per SCSI sections the J or Detail., as-lessblo. Apply pintos to anti Face — Ili II�IIUrI—�11 of truss and ip g. 16 os shorn and r and an tho Joint Datn0.c, w4sc noted ather,hfse. _ Refry to drorings 160A-Z far standard plate positions. Alpha, n division of ITV BWidtng Components GroutuInc, shall not ba respo—lble for any devlatbn Fron +'{� AN rrWCC'MPANY this drawing, any Falture to bu8 the truss In conFornwce with ANSI/TPI 1, ar• for he , swppBhg, ± -jq' OF Instailatbn w bracing of trusses. m A seal on t1Ns droebhg or raver page lL tkhg this d—h-qj, 6nAc4tes acceptance of professiorol er nspora�Rlty solely for the deslgri shorn The sultoWUty and use of tt,L drosNg 533891aKeDont Drive for any tim is test of thedahg Deslpner• per ANSS/TPI 1 Sec2 Earth Ci , MO 63045 For more Infornadon sea this Jo6'c gan�rnl notepaga nntl these reb sited Aft y----,-•-- lai eAV�7�`-.d Attach purlin bracing to the flat top chord using (2) 16d box nails <0,135'x3,5'). The top chord #3 grade 2x4 scab may be replaced with either of the following) (1) 3X8 Trulox plate attached with <8) 0,120'xl.375' nails, (4) Into cap TC L (45 Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' naps. Note- Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with <4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg gussets (each face). Attach @ 8' o.c. with (8) lid common (0.113'x2') naps per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nails <0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each face @ 8' o.c. Attach 'Eeeth to plg%back at time of fabrication. Attach to suppor ng truss with (4) 0,120'x1.375' nails per face per ply. Piggyback plates may he staggered 4' o.c. front to back faces. PACING 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 Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (X Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement OY T-Reinf. L-Reinforcementt or L-Reinf. Apply to either side of web narrow face. Attach with lOd (0.128'x3.0',min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member length. IN T-Reinf, L-Reinf, Scab Reinf orcementt Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0A28'x3,0',min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf, —DIPMUffn � nas�eeAVDID tAM in °&L cw�n>% THIS JUM � NST&L s ��eL IIIi.QA`'�i.� TC LL Trusses require extreme car¢ In fatriwting, haMling, s{�1pp6hg, Instawrp'and br Refer to nrd'•� TC DL fIXloe the latest etlltbn of HCSI (Bulldog Component Saf¢ty Tnfornation, by TPI antl SBCA) for safety A� AA� pprractices prior to perfornMg these functions. rnstalters shop provide temporary bradng per BCSL `� ��C Es� UMess noted otherNse, top chord shall have properly attached structural sheathing and bottom chord C DL s slmll have a properly attached WOoW eeltlrq. Locatlans shown for permanent lateral restraint of webs shall have lvncing Instag¢d per IiCSI sections S3, B7 or Ble, as affUcable. Appaly plates to each face A $C LL a l I_JJ� 1 of truss and position as shorn shove and on the Joint Dstabs, unless noted therds¢. _ d'f / Il�r R¢fer to drawings 16OA-Z for standard ptote posttions. -_ Atph¢, a division of ITV BWldng Components Group Inc she not be esponslble for any deviation from ., f �'O'�' L AN iiWCOMPANY the da. no, amy faRure to to the trvss in conformance elth ANSVTPI 1, or for handling, shipping, .n QT tN� AreaCon-mslramg-w�env¢r-pa 'nsle�cnsaraong, vwcaSes occePrance ar p.vresvwm, �y t,� er,a�eer Y,o reapons4YUty salelY for design shown The sWubmty am use of this droving i Qy r- (�� - DUR, FACE for an_ }y wucture Is the respans�tlLy of the Zeno Designer per ANS!/TPI 1 Sec?- Flo ed} f 1d �+.`tif i 133891.akefront Drive 'p al 'f e and these web triteg, Faith Ciy,M063ga5 ALPINE,,, swor yptpEneltw.ComlaTPL¢wr .tpinse this sttorglaSDCAj M¢ aboi—L notes dustryorgl lCC, *w¢cc afearo 6yp0;11. R 111A1 [;qmaitSPACING `fffIV F1 ytltlulet o w 9 PSF REF CLR Sub_st. PSF DATE 10/01/14 PSF DRWG BRCLBSUB1014 PSF -Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(U + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nall 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 4' o.c Typical ~ + 0 + 0 + 0 + 0 O + O + O + O + ---1 2' (-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only "2x4 12' 620# 635# 730# 800# Web Only 2x4 18° 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 1 4070# 4445# Web or Chord 2x6 5165# 5280# 1 6095# 6660# s L Mtnlmun B L Distance NlNnun L Distance B L "4 9'� L Nail Spacing Detail i -,N `�►ti►e�y�l ej L i —VARND� READ AND FOLLDV ALL NOTES mi THIS BRAVDICd \ �k{. °+o REF MEMBER REPAIR ■wDIPORTANTn ftlRMSN TtGS BRAVING m ALL CtBTTRACTiBtS DCLUDDfG THE DiSTALLERS. -1 4. GEAJ 'Or Trusses requb^e ..trene care I. fabricating, hardiing, sKppiny MstaiUng and bracitp War to and V S� '>ap DATE 10/01/14 F.H.. the latest edition of BCt" (Buflnllrg Component Safety Inf—motlon, by TPI and SBCA) far safety practices prior to parforn1. these functions. Installers shall provkle temporary brashg par BCSL Unless noted othernase. top chord shnIt have properly attached structural shft Nand bottom dear ND' DRWG REPCHRD1014 shalt Mve a properly nttnchatl HWtl crAlg Locotlons sham for permanent lateral restraint of sabs f7 ^ snarl have braclnp lnstnUad per Btsi sactbns B3, B7 or PIO, as apdkable. Apply plates to as face d II Il_J10 of truss and position as shorn above and on the Jdnt DetaAs, uNess noted otherelse. q I IL�IIJr� Refer to draslna. 16CA-Z for standard plate positions. TE OF Alpine, a dvislon of ITV Buliding Conponents Grouupp Inc. shall not be responsible for any devlatlon from y'O AN RW OOMPANY this draeing any fature to build the truss h canfarnaexe with ANSI/TPI 1, or far handling, 5NPWAg, hA aed�onatids Ing of or' rover Page Usibg this drawtrp. Indicates acceptance of professions[ erA 6-1 g respalamnty solNy for the design atwrn The sultabnty and use of ttas drasbg 'G, Fsl 13389 Leksfronl orve for any structure !s the resPonsRlWty of the BuPding Beaigncn• per ANSi/TPI 1 Sec2 ',ty h'n` Earth City, Mo 63Ga6 for nova Inforwtton era this Jab's general notes page and these reb sites �f/f/f��`Vf1.. tttt`t SPACING 24.0' MAX ALPINE, wwvAlPlneltr.CMj TPI, rww.tpIAZZO gl SBCA- www.sbclndustryArgl IM rrwlccsofeArg flf 111 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MA„ LENGTH TO TRIM FILLER f EXISTING FILLER •� I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT ❑PTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). - ❑PTIONAL 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 REQUIRE➢ ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS nlnTP'n ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. S LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE= FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTI❑N. 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 0) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, <12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') @ 3' D.C. AT THE FALSE FRAME HEEL J❑INT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). _ —VARNINMO READuD�etTTES ON naS DMVM ANT- F BAVVIIl1GALLL�CiiTRAAGMS ViMM M THE INSTN.LfRS. Trusses q A-C ettrene care a fabricating, handling, shipping. Installing and br lrig, Refer to and \ /. �� •7/ ' P 'O°� follow the latest edition of SCSI Qu&dino Component Safety information, M TP[ oM SECA) for safety �V S ppfr¢6ctices prior to perf%ing these functlons. Install— shall provide tenporaryy bracing por BCSL ��`� V �+ lkaet6 noted othervlce, top chwd shalt have property attached strua:turnl shentHno and 6ottan ���� shall hove n properly attached rigid celling. Location:. shorn For permanent lateral resttolnt of aces aholl hove mbracingposition Installed per B [sections the J or BIO, cs op Iss no Apply plates to each Fncc of truts ad ins 16C as thorn above and to osi bat Betnet, urlvss noted otFanlse. Refer W dra 0s 160A-Z for stantlwd plate positions. Alpine, n dWslon of ITV Bul,Cng Conponents Gromp inc. shah not be responsible fw any deviAtion fr C,` AI OlC AN RWCOMPANY thh: drawing ony Fnawe to build the truss In conformance M ANSI/TPI 1, w For hond9rg, sNppklg, Installatlon i bracing of trusses —-A-aenl=m-drav4slf-fir=waver-page-IHLbg�IJs-drovhy iuicates-accePtanca of proFes..7aal �i — — /_� _ emgin respons solely fw the design shorn The CLA amety and use of thh: drneYg 'i.. Q,P_ 0 13389 Lakefront Orive fw wry structure Is the resp—lbllty of the BAdho gol9nvr par ANSI/TP11 SecZ Earth City, MO 63045 For none information see this Job's general notes page and these web ALPINE, vocalolneltw.couu TPB vw.tolnst.wam SBCN vvv.sbclndustrywg) IC Q wi REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 11 1 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=42 psf, wind BC DL=6,0 psf, Kzt = 1,00, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00, NOTE- #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. VARNHIarr READ AND FCLWW ALL NOTES oN THISrl MAWMG ,``� J�%t' "� ..nPB2TANTaj0.�'�y TOTAL TOP CHORD REF 2X4 SCAB O.H. FLMW n= HRAVDM TII ALL IERRAC MS INCLUDING THE V=ALL.ERT Trusses require extreme care h fabrlcatlral, handllnp, chipping, MetalUng and brachg, Refer to safety �CEN$F LOAD NOT TO DATE 10/01/14 follor the infest erlltbn of BCSI Buldhg CorWonent Snfety Iniornatbn, by TPI and SHCN for safety ` C� % EXCEED 40 PSF pprnctices prior to performing thee& functions. Installers shalt provfde tergfa;�aorryy 9�bratl7 por eCit 11rl ss noted other—, top chord shall hnve properly attached slructurnt aheather'Q nn bottom chord _ 1Ja r (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 r� shall Faye a properly ottoched rigid cellmo LocatWns shorn Por permonent WtmaL rest-b t of robs d LU 9 slml! hove bracing Installed per BCSI eectmns 83, 87 or BID, as npplkoWe, Apply plates to ench fnce l�l..�' of truss aM ppooGWn as shoen nhov& nntl on the Joht Detals, uNass notad otherrlse. Refer to dm gs 160A-I for stmdard plate positions. $ qTE OF AN RWCOMPANY Aiph°' a ?vision of RV BuRcZ p components Gro�.p Inc shall at be respons ble for nny ?ev otion fro, Q lids ?raving nny Fdlure to bill? the truss h corrFornonce efth ANSIRPI 1, or for hands 12=9, i q hstallatbn 6 braeinp of trusses. 9® �4/»; A sent m this drawing or cover, page Ustlrq 4hls drnrhg, bM-tes neeeptance of prof -1-4l V R w� re --4y far a. design sham The m/tabllty and use of this dm ft ? (i� �.® DUR, FAC, 1,15/1.25 1338H LakefioM Orive for a,Y s is Ore reroen!ID0.1tY of the HuRd♦,R Designer PK' ANSI/TPI 1 S&c2.��1/ p�(L Earth Clty.M0i Dri 5 For ,are infornotion sex this Job$ gmerol notes pope nn? these eeb sites, � fF,f +.�!©IYI't��tttt SPACING 24' ALPINE rrr.a("Qt r.cond TPI. ro.tpinstargr SBCA, rwshdnductry d IC0 wrJccsafe.org �/d Lt I 12 (2) 16d TOE NAILS O IVARIES OPTIONAL SCISSORS BOTTOM CORD I (2) 16d TOE NAILS 8-0-0 MAX. SPAN L � l TYPICAL END JACK (EJ) N.T.S. I tz (4) 16d NAILS A VARIES See Connection Detail I 1 OPTIONAL WEB CONFlCURA110N —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL L ADING P.S.F. TILE: SHINGLE: TOP LIVE LOAD:1 20 20 TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: 1 45 37 STRESS [INC. 1.25 1.25 WIND DESIGN: MM. 160 MPH PER ASCE 7-10 MM. 24" O.C. I "WARNING" Read & Fallow all notes on this drawing. Furnish this drawing to all Contractors including the installers. mLL CONNECTION DETAIL (BJ) = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �J 2x4 SYP Nailer 16" Long 6'-0" MAX• Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. tz B VARIES (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �gaaepg�arre. o ® NO a oz-t� cam'. STATE OF . V✓-- o Q e MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 r It NOTE, Details 1 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3,0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ C3> 10d COMMON (0,148'x3,0') NAILS OR (010d BOX/GUN (0.128'x3,0') NAILS. STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 41 -Qe ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O,C, NOTEi IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (3)10dCOMMON O (0.148'x3') NLt OR (4) 10d GUN O 28'x3.0 0 O STRONGBACK BRIDGING SPACING REQUIREMENTS UP to W None re Wred 10' to 20' 1 rut !at center of spyO 2Y to 2 rows a at each 1/3 Pdft 30' to 4 3 rows a at wadi U4 ) Byer 40 ruts of ID acpdnW All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded (umber.' The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing JDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). o a ATrACH STRONGBACK z TO BOTTOM CHORD WITH <2) #10 - 3' SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES MVARMO Me READ MW FOLLOW ALL ems W nM MWa+o SE WW W" FIW= nos MAW= To ALL CWIRA = DI UGM IM OISTALLM p"trans"',. AL P�� TC LL PSF REF STRONGBACK DATE 10/Ol/14 Trusses regale extreme core In fabrkatbq, handing. . InstaUM and Irodng. Refer to and foBoa the latest edtlon of BCSI eHLLrBrg Component Safety I rnotion, y TR and SBG) for safety b �`';>o"sti%A ac re TC DL PSF pracdees prior to perf tW � Installers � wd�al Shen bra pe e�txr�d Unless rated aflxrrise, > a"TFe? a sh.11htlws. shall have a properly attached rid ceMij, Locatlons shown for pernonent lateral restraint of webs have bracing B7 BIB, ^ro: R� BC DL PSF DRWG STRBRIBR1014 rff�11 d �� shall Mtnlled per SCSI sections 23, or ns npalk�le. Ap�l plates to each Face of truss nna oeltlan w shown above and on the .kht Detds, urdess noteder.lse. Rwfer �S sTnre.Y1F $^ '-2'- BC LL PSF to drawPilgs 160XZ for standard plate posltbns, ���,"$'.l, r3 F11� �'�• AN IIINGQAAPMNY e, o dvlslon of ITV Bntldn Con mernts Lx. ehnll not be Alph g p Group responsible for ary devhtlan from Mes aFnw4ng, ony falure to WA the truss In canfornance rich ANSI/TpI 1, or far handl►g, sF� . <. n+aaraseaaa�' TOT. LD, PSF , Installation i brodng of trusses, awwv.c A Beni an this dmqwft�y or cover tb Wo this drawip, tewlcates acceptanm of profesdma dezign bA TMsurmUfty of Vft e•a kp veers............... m.._,...d.• DUR. FAC, 1.00 Drive f sa,eatrrre�0e"b ihesyreapo�y �4ner Arc ,.....,., MOLakefront Esmc;ly,nnosaoas EariirCity, For more lrrfornatlan see this Job's peneral notes page and these web apes pp pe ALPBFj ewwatphettw.caml TPL wwe1pbmtel•g1 SBCN swrsbdndustryarpl 1CD wwdctsafeorp "^