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Home My WebLink AboutTruss:_ • L 39'8" L ,yam v v -- �-� —10' L zT1o" fi L yv� m E�� 0 m ZJ� FFEB 4 2020 CJ1E G CJ1E _� nty F'errTijtYinu OD m L 39'8" L Y 0 1 J ® ® ©r-22P4*, m ® ® I© ® ® m CJ1 2 " CJ3 — 24' 24" 24" — — — 24" 24" 244"" -c,24"`� 24" 24' 24• Gr o o W o CJ5 _ n _ m 0 J4 - J6 MAKE SURE LEDGER IS BROKEN TO — — — — ALLOW FOR USP-LGUM28-2 HANGER — — — — LO ® O 0 ® O ® 0 JBA 1'-9 3/4" 8 1 © L I cD to 3'-4 1/2" Lr J3A ® Ca2 _ M 1 —2 16 BKl BKIB BKIB `E a N N N N N fV N lV N N C I I ) mtu CJ5 CJ5E CJ3 CZE ® m CJ1 J6E CJ1E m iv �J 01 ` '� aJFo�`' L W 0 G 1 B' w N IT W 21'g m L m m 19'4" 20'4" 39'8" L 18, L 21'8" 39'B" Jo I.mat�eP waTbke FOB (matlua werWaB oeTaN) F10 BarkaTwxt(trwue mm.) Mae wIIn 1D-1Dd Maas 1 mlldght m top9ange. 'L Jolsl hanger 115, �Ue �. 0.11, 10-1Dd.US BCI®Jalst BbbJng B4Fer Mork rd hanger Insmg light m regohad wMTe mp bad exceetls 25016s. top Eange, • Sea Bd. aeTamre T. .,kW bad Capadty. Joist Schedule%� ° - E„re aye Boise Cascade Engineered Wood Labels ID Length tap Product Type aama es y" 38'- 0" eC 4 s 1 38'- 16" BC 4500s JO ST 1 7 J2 19-117/B' 1 BCI4500s JET 6 J3 17'-B' 16° BCI 5005 JOIST 1 8 3A '�• C OOs CIS CI 0 s JOIST 0 J5 BCI 4500s JOIST 1 1 6 BCI4500s JOST1 3 J7 BCI4500s JOST1 1 DI BC450s JOIST1 1AM0310gSPRIM t BOARD OSB MBARD 1 1Ca-11RDAD 1 BC 4500s JO STALOCN NG 1 I 1� 11 1� 11 11 I' 11 _I_1 11- I- '� ■I �_ 1' �11 '1, I�® �i■rl ii■■i� r I1 ■■■I■I---I rLm HANGER SCHEDULE TRU55 BEARING HEIGHT SCHEDULE • UNLESS NOTED OMERn'SE ALL HANGERS ARE USP "HU526". OA HU526 OB M01126-2 8'-8" ELEV. © TRI716 O MFI1157 �N/A of aT9 ®N/A ELEV. TJ:LL 20 pat LOLL 40 pat 1m B.CDL 10 pit Brnl S plat TOTAL 37 pa[ TOTAL SS pat OURAIARI FACTOR 1.25 OUtAitIN FACTOR 1.00 IIIIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED END SPFFD 180 mph 2" FOR PLUMBING IFNESSARY out= EFOOR C out= TYPE FLOOR TRUSS SPACING °® 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V 4-3 16 - HE -8G. UNLESS NOTED S 1' — oIN OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING CON-ONAL FRAMING. ERECPON AND/OR PERMANENT eaaGNG IS NOI .:.E aEIDOx- P THE TaU55 O 9wER. PUTS NANUFAGNRER, OR IRu55 FABPocaiw. PERSONS CAUTBNET TION BRAGNG Ymlw i5 aLwavST P REGARDING REWIRED DPREVENT TOPPLING AND 4eNENi BRaGNG vmlw MAY BE REOUIREO OBPE[FlLGnPPUCanONS SEE NBRnCwL w00D TRUSSES COMMENTARY AND RECOMMENDATIONS- (6C4-BI) ECa TRUSSES SxfyE 6E'INGTPLEO IN A BTRN4Ri AN-LUNB PO4i10n wnERE NO EVIEaTHING S N1D/OR BOTTOM LNCRDB. TREr SHALL BE BRACED a5 BPEOFlGEOIOn THE Da07EEFEO OESLN. mU55E5 SRaL EE HaupLEO wTM REASONABLE LaaE DURING ERECnON i0 PREKNT OAMaGE ORLPERBONAL IrvJURv. NOTE IT IS ME RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRU55 ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRU55 LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER 1YHOSE RESPONSIBILITIES PRE LIMITED i0 THOSE DESCRIBED IN WTCA -1995 "DESIGNRESPONSIBILITIES'. ACCORDINGLY. IT p15C1.AIM5 ANY RESPONSIBILITIES AND/Oft LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: i) AUMORIZATION TO PROCEED N9M FABRICATION. 2) VERIFICATION OF -ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CBLINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE VAM MIS TRU55 LAYOUT. 4)I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE i0 BE BOUND BY MEN. SIGNED R R.E DATE REOUESTEO TRU55 SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) E A ' v s � • D b c "s D VRANEY COMPONENTS, LLC 19990 Ind andeea Blvd. GROVELAND FL 34736 Rq RANEY COMPONENTS �Ea,ney 19900Independence Blvd. Groveland, FI 34736 ,vonents, LLC one: (352)429-9429 • (352)429-0304 ` Fax: (352)429-7429 I—L. •_r_--_aa Cover Sheet Order # JOB # 36CS0072A Printed: Fri, Oct 112019 ✓VB flit Vl-IIRf9qu". Address: EORName and License Number :ustomerName: Creekside Lot 72/A )R Horton 3227 Trinity Cir Pescripdon: City, State, zip: 4EHB Hayden-2605 "H" OL Fort Pierce, FL narl➢nn /nfnrmn#inn -------� ---------------- Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead., BC Live: BC Dead., 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed., Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 35 Total 35 9 DESCRIPTION SEQNO # DESCRIPTION SEQNO DESCRIPTION SEQNO DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A7 7 A6 8 ABG 9 A9G 10 B1 11 B2G 12 L1 13 L2G 14 MEG 15 MG1 16 Mv1 17 MV2 18 ER 19 EJ72 20 EJ6E 21 E13 22 EGE 23 CJ5 24 CJ52 25 CJSE 26 CJ5A 27 CJ3 28 CJ3E 29 CJ32 30 CJ3A 31 CJ1 32 CJ1E 33 HJ7 34 HJ6E 35 HJ3 — RECEIVED FEB 0 4 2020 STi . Lucie County, Permitting Sjusiftst,Digitally signed by io Es�••,a n u e Manuel Martinez 71 ter2019.10.14 ram. tin 09.37:17-04'00' STATE OF FILE COPY sw4wl.k. 400158587E SDSMX A401 DE 7965 msramrtasrun rmcvoncv�y reawm� R{€4.tk, 4�93�Y�tlla i s.�art+at7cxaSa . m�iffi4[t93a3o! fffi�t4 mM l0168 amY llimS Wi txretEe wvSmiaptlaYmaoW Page 1 of 1 SEQN: 684181 / T2/ HIPS Ply: 1 Job Number. 36CS0072A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 226,8 Ibs Truss Label: Al / ... 10/11/2019 L 7'7"11 2 14'10"2 18'3"4 21'4"12 24'9"14 31'5"13 �2'Q 5 398" r T7"11 6'8" + 3'S°2 + 3'1"8 + 3'S"2 + 67"15 7711 r =4X6i 33 / =5X6 1112X4 =4X6 =3X4 =3X4 =3X8 =3X4 =4X6 1112X4 v m :6(A2) SEAT PLATE REQ. F7 T5"1 TS"15 12 + 2'6"10 3'8"10 14'6"1 18'3"4 39'8" 2'11"12 3'10"13 2'6"8D 21'3" 25'1"6 27'8" SEAT PLATE REQ. 461 T5"15 1 32'2"1 398" 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 [cc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.207 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.385 Q 999 160 B 1550 /- A /866 f786 /304 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 M - - K 1550 A A /666 /786 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.148 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 22.09 ft TCDL: 4.psf Code / Misc Criteria Creep Factor. 2.0 B Beg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.556 K Brg Width = 8.0 Min Re q = 1.6 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.602 Bearings B & K are a rigid suriace. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.817 Bearings B & K require a seat plate. Loc, from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A- B 23 0 G - H 1505 -2092 Lumber B - C 1949 -3186 H -1 1646 -2495 Top chord 2x4 SP #1 C - D 1623 -2506 1- J 1623 -2507 Bot chord 2x4 SP #1 D - E 1647 -2496 J - K 1950 -3186 Webs 2x4 SP #3 E - F 1513 -2102 K- L 23 0 F - G 1432 -1893 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 2672 -1654 O - N 2672 -1681 S - R 2672 -1654 N - M 2672 -1681 R - Q 2226 -1222 M - K 2876 -1681 p�sitBirlo�,� rRB s. a2A". Phi. Q-P 1889 -976 s"N Maximum Web Forces Per Ply (Ibs) e6� ' Webs Tens.Comp. Webs Tens. Comp. NO* 047-1.82o T- C 294 -15 P- G 642 -448 C - R 486 -693 P - H 513 -682 R - E 450 - 210 H - 0 448 - 207 TAT O q � E - Q 516 -688 O - J 487 -694 F - Q 645 -449 J - M 294 -17 �y ,%!R"•�" F-P 193 -186 ' Sf:WALff: 4001535928 5D3D9C 3C A4DE DE 7963E0 F9 twuesmn�sr�fsarxuaeuasye.rm u�any raam:teeamtmez, n4�»c6:. es�iazimt3aaxocEsna�nnosstassu.i ntt+emzffintroncol� vt5ra4ccpacW 6aeszrt0araemeamt5uaec red an4 moo Wft 5xa1aahm6numt aewer@+wNiaB on sapdcp,erhe "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in febricatin ,handling, shipping, installing and bracing. Refer to end follow the latest edftion of BCSI (Building Component Safety Information, byy TPI an� SBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy «nay a chge per BCSI. Unless noted olherwise,top chord shall have property attached structilrel sheathin and bottom chord shall have a propally attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shell have bracingg ins�lled per BCSI sections B3, B7 or 810, om anenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi gg�Components Group Inc. shall not be responsible for any deviation from this drewing,any failure to build the truss in conformance with ANSI PI 1, orfor handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pane listing this drawing,indicates acceptance of pro-fesalons engineeringg responsibility solely, for the design shown. The suitability and use of this awing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. SEQN: 684175 / T8 / HIPS Ply: 1 Job Number: 36CS0072A r FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wilt: 226.8 Ibs Truss Label: A2 / ... 10/11/2019 7'7"12 "3 1410"2 1T 22'8" 24'9"1 31'5"13 39'8" 7'T'12 6'7"15 2'1"1 5'8" 2'114 6'7"15 7712 SEAT PLATE REQ. _5X8 =5X6 F G in :6(A2) 1112X4 =110308 =3X4 =3X4 =3XB =3X4 =H0308 1112X4 SEAT PLATE REQ. 39'8" 7'6" 4'6" 26"10 2'S"6 5'6"4 27"2 2'6"10 4'6" 7'6" 1 7'6" 12' 146"1 17, 22'6"4 25'16 278" 32'2" 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# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 Q 999 240 'Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.401 Q 999 180 B 1598 /- /- /872 7787 /286 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.084 M - - K 1592 /- /- /872 f787 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.153 M - - Wind reactions based on MWFRS Mean Height: 21.83 It NCBCLL: 10.00 TCDL: 4.2 psf Code/ Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.9 Soffit: 2.00 BCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 K Brg Width = 8.0 Min Req = 1.9 . Load Duration: 1.25 MWFRS Parallel Dist: hit to h TPI Std: 2014 Max BC CSI: 0.607 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.617 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 1617 -2320 Lumber B - C 1978 -3307 H - I 1679 -2600 Top chord 2x4 SP #1 C - D 1656 -2628 I - J 1656 -2613 Bot chord 2x4 SP #1 D - E 1679 -2615 J - K 1978 -3292 Webs 2x4 SP #3 E - F 1627 -2350 K- L 23 0 F - G 1519 -2121 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T' reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2987 -1669 P - O 2324 -1277 @ 6" oc. T - S 2983 -1688 O - N 2970 -1715 S - R 2983 -1608 N - M 2970 -1715 Loading a{ # dttIJFIF' R - Q 2338 -1251 M - K 2974 -1715 Truss passed check for 20 psf additional bottom � �Xg4i'AIEtiMAP 1 Q - P 2134 -1085 chord live load in areas with 42"-high x 24"-wide �'Sa»4+�i'� clearance. �F r Maximum Web Forces Per Ply (Ibs) ~;; Webs Tens.Comp. Webs Tens. Comp. Wind 4 No Z Member design based on both MWFRS and C&C. :� ,��.' T - C 296 -16 P - G 696 -430 C - R 488 -695 P - H 491 -609 R-E 413 -207 H-O 412 -206 as �ti STATE, OF E - Q 494 -606 O - J 487 -695 •+�°" F-Q 728 -469 J-M 296 -17 40015E S928 SD3D9C 3C A4DE DE 796E ED Fe rrsgnlwsrwbaCneYsuf. stxnfn�rm ar,� 9amnW vA,rmra�xAaraat, rat {TL Ibs, earrsif � � dn8Ekeams:'roW 4^.#s�a BN,Ae3 xiAcr,�iaihmcc�o, >�i4a'CC9tIIior d9neoc�ou�aac3sssasi:-.acoaF�s3yn9 sa�l�8 AM 94—Abe woiasM 'jd"1mk = n. `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryy mr, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeAy attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 910, om ouenr:. as applicabgle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to p 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 professiona7t engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more infonnatton see this job's genemi notes page and these web sites: ALPINE: www.al ineitw.wrn; TPI: www.t inst.or ; SBCA: www.sbcindus .com• ]CC: www.icrsafe.org 1 t SEQN: 684177 / T7 / HIPS Ply: 1 Job Number. 36CS0072A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 207.2lbs Truss Label: A3 / ... 10/11/2019 7'7"11 15' 19'10" 31'5"13 2' 39'8" r 7'7"11 6'9"13 + 4'10" + 4'10" + 6'9"13 "5 7711 E�5X8 1112X4 =5X8 • E F G 163(4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 7'5"15 6'6"1 1' 4'10" 4'10"T5"15 1 7'5"15 14' 15 19'10" 24'8" 25' " 32'2"1 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 21.41 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc, from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.393 F 999 180 B 1550 /- A /878 7788 /256 Snow Duration: NA HORZ(LL): 0.081 L - - J 1550 A A /878 1788 /- HORZ(TL): 0.150 L - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 J Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J are a rigid surface. Rep Fac: Yes Max Web CSI: 0.404 Bearings B & J require a seat plate. FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 1690 -2320 B - C 2018 - 3189 G - H 1679 - 2465 C - D 1655 - 2477 H -1 1655 - 2477 D - E 1679 -2465 1-1 2017 -3189 E- F 1690 -2320 J- K 23 0 Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp B - R 2880 -1728 O - N 2210 -1275 R - Q 2876 -1728 N - M 2876 -1754 Q - P 2876 -1728 M - L 2876 -1754 P - O 2210 -1248 L - J 2880 -1754 Wind IIIC.21111 �� Member design based on both MWFRS and C&C. 0 Maximum Web Forces Per Ply (Ibs) • eY r3#A,�� Webs Tens.Comp. Webs Tens. Comp. ,s'�a•".°s N"P, R-C 301 -14 O-G 245 -166 D C- P 523 -724 G- N 476 -218 ± : E - P 476 - 218 N - I 522 - 724 # * E-O 245 -166 I-L 301 -16 F-O 191 -213 'gym STATE .: 4OM535829 5D3090C A4 DE DE 7968'ED F9 iM. tC11'!Y#2TCBR.K CABdelGEGfKJG�PM&SF.�&88WEfaV?�bi W9M8fTWG1„ Pt (& uL#4n3uiw at EiYsbk�kwa49vA ,gi5dbbi 24o4YimAiM021C DY�tisIICC9�iof tfYSCcsrgtu%ma mMav+si$".rnCi�M5nn4 G#lfafl 4edtaw.:7+.loiss sarr#6„rnmsamYa wtaat,4 Wt1)w o n4dtanrk "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, r e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page, Le design shown. The suitability nnay ompouerrrs., a V SEQN: 684167 / T6 / HIPS Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL ,DR Horton Wgt: 204.4 Ibs Truss Label: A4 T =4X6 7712 1 _ 1319'10" + '1026'8" + 32'0"4 7'7"12 T 5'4"4 6'10" 6" 54"4 c5X8 1112X4 �R5XB D E F 1112X4 3X4=3X6 =3X8 =3X6=3X4 1112X4 DRW: / ... 10/11/2019 39'8" i 77'12 SEAT PLATE REQ. SEAT PLATE REQ. C 39'8" 5'6" 1' S'10" 5'10" 1' 5'6" 7'6" 13' 14 19'10" 25'8" 26' " 32'2" 39'8" i 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.230 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.427 E 999 180 B 1550 A /- /879 /789 /226 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 J - - H 1550 A /- /879 7789 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.148 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.99 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Re 1.8 q = Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.603 H Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.437 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specked 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 E - F 1927 -2716 Lumber B - C 2032 -3163 F - G 1800 -2636 Top chord 2x4 SP #1 C - D 1800 -2636 G - H 2O31 -3163 Bot chord 2x4 SP #1 D - E 1927 -2716 H - I 23 0 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2852 -1737 M - L 2377 -1406 P - O 2848 -1737 L - K 2377 -1406 O - N 2377 -1380 K - J 2848 -1763 N - M 2377 -1380 J - H 2852 -1754 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 - . a 04710 .a D-O 443 -221 K-G 415 -54B D - M 434 - 313 G - J 250 -18 E - M 351 - 401 .y TAT O 4OD158 5929 5D3D9C X A4DE DE 7963 ED F9 r [umM,nam sx�.venatuvyc rrz—azzWueyjaim t4 rt{p„ us, anag3�s xis �aecaQa�malman�ra s?IAxa anaAcartrcaxr�rux4o Ri'a3agkscE ftdacrscsmw4"1Sptitf�.S°ow and whd and*. A:A3mab a 0.1 uzrtyt8at�k mim "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rectuire extreme care in fabricating, handling sh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an g SBCA) or safety practices prior to performing these functions. Installers shall provide temporary array bracing pe.r BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properyy attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 53, 87 or t310, om orients, u< as applicable. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {defer t0 P 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 professional engmeer!n responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the �uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com• ICC: www.icrsafe.org SEQN: 684161 / T5 / HIPS Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 204.4 Ibs Truss Label: A5 .. / ... 10/11/2019 17-1" + 21' �221.1 2 28'8" 32'0"3� 3918" 7'7"13 3'4"3 6-1" 3'11" 1.8 8"1 5'11"4 3'4"3 7'T'13 05X8 =3X4 =3X6 1112X4 3s5X8 D E F G H T =axs� 1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4 SEAT PLATE REQ. 39'8" �1+ 7'6"15 2'11"4+ 3' + 3'5"15 + 7.6"1 7'61 11' 14' 16'9"B 22'8"12 25'8" 28'8" 32'1"15 39'8" SEAT PLATE REQ. 11� f1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph PP. NA Ce: NA VERT(LL): 0.260 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.484 G 977 180 B 1550 /- /- /875 7790 /197 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.082 L - - J 1550 /- /- /875 f790 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL) 0.153 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.58 It Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: .psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.606 J Brg Width = 8.0 Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J are a rigid surface. Bearings B $ J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.511 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 F - G 2160 -3113 Lumber B - C 2052 -3156 G - H 2160 -3113 C - D 1922 -2790 H - 1 1921 -2790 Top chord 2x4 SP #1 D - E 2150 -3098 1-1 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 CBC. Chords Tens.Comp. Chords Tens. Comp. B - S 2844 -1754 O - N 2534 -1530 S - R 2840 -1754 N - M 2534 -1530 R - Q 2534 -1505 M - L 2S41 -1780 Q - P 2534 -1505 L - J 2844 -1781 ;1iI91$iPD#�A P - O 3118 -1880 , /,,$�+►�+s•�� aye Maximum Web Forces Per Ply (Ibs) �� yb+a`r'�+yr• Webs Tens.Comp. Webs Tens. Comp. o 1 S - C 219 - 20 G - O 296 - 326 °. C - R 342 -420 O - H 734 -499 '• D - R 378 - 242 H - M 382 - 244 D - P 721 -488 M - 1 343 -421 STATE OF P-E 300 -330 1-L 217 -21 v a ft E-O 102 -98 4001SB5823SD3D9C3CA4DEDE796SEOF9 rem e§s§n cut aum�uxar �grve¢ and am�xapq taa�a§ awtaas�, Pt{t'1.iba. @fS183faN tlfm St4t4 n 49A@§GbrRa WWI arc rtkstw.icre3a h.n'rdcap�t er ttix6awsmtYnracttm3.Fcxak3ar! usbd asv�af�.sW 2acrtsXaumsc�3a m,�td�aarNsa§on aa�'daet§�a�: umtaa. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporary rrney bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown forp ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, nrrr rrenr,. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to Nn 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 ANSIIgfPI 1, or for handlin%shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.t lmt.o ; SBCA: www.sbcindust .com• ICC: www.iccsafe.org • i! SEQN: 684157 / T3 / HIPS Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EH6 Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 190.4 Ibs Truss Label: A7 .. / ... 10/11/2019 r 414 I 9' I_ 165" 21' 370'84 3410"2 439'81" 523 49"14 42 4123 422 4 , T =4X6 =5X8 =3X4 =4X6 1112X4 =5X8 12 D E F G H (( -2X4C 1,2X4 L AA2) B J Q P 0 N M L =3X4 =4X6 =4X4 =4X10 =4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5' 2'1"8 7'3"4 23"4 5' 9' 9' 14' 16'' 23'4"12 25'8" 30'8" 39'8" ii Loading Criteria (psf) Q P 0 N M L =3X4 =4X6 =4X4 =4X10 =4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5' 2'1"8 7'3"4 23"4 5' 9' 9' 14' 16'' 23'4"12 25'8" 30'8" 39'8" ii Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria- ♦ Maximum Reactions (Ibs) TCLL: 20.00 Vdind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.339 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.630 G 749 180 B 1550 /- /- /867 1801 /167 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 L - - J 1550 A A /867 /801 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.167 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.16 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 J Brg Width = 8.0 Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI ^td: 2014 Max BC CSI: 0.706 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.950 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 Piate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 Lumber B - C 2153 -3226 G - H 2555 -3778 Top chord 2x4 SP #1 C - D 2001 -2997 H - 1 2000 -2996 Bot chord 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 W b 2x4 SP 43 E- F 2555 -3778 J- K 23 0 es Wind Maximum Sot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - Q 2927 -1873 N - M 2736 -1673 Q - P 2737 -1648 M - L 2736 -1673 P - O 2737 -1648 L - J 2928 -1899 O - N 3784 -2321 •r� MAC* P� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O a' C - Q 249 - 211 G - N 349 - 397 No 047182 D- Q 360 -108 N- H 1174 -778 D - O 1151 - 760 H - L 363 -109 wA°n O-E 351 -401 L-I 251 -213 . E-N 89 -84 STATE OF 40D758 58Z8.5D3D 9CX A4DE DE 7968 Ett F9 rigs ream rsx roa4xx autixmvtmm°p ex Arm umm ap rBAxuxt xdmraveg. AvtZ;a�a�a. aMf likt S:+l 2 sut7.ttxa-atf6n,:atasoa2Lo wrtitixt IX48k(RIW fcaNc **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 an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary "Illy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, orn onents. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to P drawings 16DA-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 professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Far more infnnnation see this ioh's --ml nnt— nave and theca —h eifa Al P]Mr- unuu olninaifiv rnm• TPI. u.u.. /ninet n SPCA- ......, ehrird.. h rim• 11,........ ,rr..se ..... 40D758 58Z8.5D3D 9CX A4DE DE 7968 Ett F9 rigs ream rsx roa4xx autixmvtmm°p ex Arm umm ap rBAxuxt xdmraveg. AvtZ;a�a�a. aMf likt S:+l 2 sut7.ttxa-atf6n,:atasoa2Lo wrtitixt IX48k(RIW fcaNc **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 an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary "Illy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, orn onents. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to P drawings 16DA-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 professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Far more infnnnation see this ioh's --ml nnt— nave and theca —h eifa Al P]Mr- unuu olninaifiv rnm• TPI. u.u.. /ninet n SPCA- ......, ehrird.. h rim• 11,........ ,rr..se ..... SEQN: 684185 / T15 / SPEC I Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 210.0 Ibs Truss Label: A6 / ... 10/11/2019 �12 { 1'10" 7'7"12 10'10" 18'8"9 2218" 24'5'� 30'6" 34'10"2 39'8" 7'7"12 3'2"4 6'0"9 -I- 3'11"7 -I-19"1 6'25 4'2"2 + 4'9"14 12 D=5X6=6X10(SRS) 1112X4 =4Xfi =3X4 5 p E F G H T o_3X4C Jo_2X4 C in 4X6(A2) B 71 K-4L6(A2) AA T S R Q P O N M 1 SEAT PLATE REQ. 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 Duratior.. 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 1112X4 =5X8 1112X4=H0308 =3X8 =4X4=4X6 =3X4 SEAT PLATE REQ. 39'8" 3'4" 1'2" 4,6"y 1 60"9 10" 3 5' 10'10" 1�11 .1�~4' 188 9 r 24'9"3 25' 30'8" 1' 2'9"12 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.352 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.656 F 720 180 B 1550 A /- 1859 [788 /194 Risk Category: II Snow Duration: NA HORZ(LL): 0.091 M - - K 1550 A /- /862 1790 /- EXP: C Kzt: NA HORZ(TL): 0.169 M - - Wind reactions based on MWFRS Mean Height: 20.54 ft Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 BCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 K Brg Width = 8.0 Min Req = 1.8 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.665 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.769 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) . GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A- B 23 0 G - H 2668 -3869 B - C 2111 - 3158 H - 1 2503 - 3623 C - D 1986 -2792 I - J 2024 -2985 D - E 1996 - 2767 J - K 2186 - 3229 E- F 2669 -3869 K- L 23 0 F - G 2668 -3869 Wind Member design based on both MWFRS and C&C. 4001SB 58283D3D9M A4 DE DE 7963 E9 P9 P1a Mamnasaa�s asstmsasa ;ca4n.aam sanaemay aanxazwsaeaay A61Fi.ik, aQ'."Saalmsi /ism @uas�akAStbrm+cLr3a 4sbA+1 u27+.rnteaticnmmds. ssxi�trnccpwa eEtlPs4mwxccaxaxaoattuaviA.rcA c�sz3and wtk3 ttmOwl s mm'"UMC ` Ma" W&NOi inn mydactmxk ragka. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2B46 -1791 P - O 3659 -2290 T - S 2842 -1791 O - N 2722 -1691 S - R 3345 - 2097 N - M 2722 -1691 R - Q 3348 - 2097 M - K 2931 -1931 Q - P 3348 - 2097 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 242 -22 F-P 301 -338 C - S 348 - 435 P - H 252 -168 D - S 201 B -1422 H - O 389 - 469 S - E 1331 -1867 0-1 1D70 -733 E-R 183 -5 1-M 347 -112 E - P 614 -407 M - J 265 -232 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI ant SBCA) y satPety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have property attached structural sheathingand bottom chord shall have a pro erly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or �10, rle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of 'iPi i,ortor n acceptance any structure its drawing,any failure to build the on this drawing or cover page is design shown. The suitability rtncy onrporrerrrs, uc SEQN: 704599 / T23 / HIPS Ply: 2 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 243.6 Ibs Truss Label: A8G .. / ... 10/11/2019 12 5 p T 1 =4X16((B3) B SEAT PLATE REQ. 7' 12'4"6 1739 227' + 27'3"10 32'8" + 39'8" 7' 5'4"6 4'11"2 4,11"2 5.0"14 7' =3X4 1113X4 =7X8 =3X4 ) =6X6 C=ara D TC2 E F G TC3 H �1 6'24 H' 6'10"4 a T 1=4X,6(133) 'En P O N M L K 1113X4 =7X8 =3X10 =3X4 =7X8 1113X4 SEAT PLATE REQ. 39,8" 52"10 5'2"10 5'2"10 5'2"10 6'2"4 1' } 120"14 I 1T3"9 22'6"3 + Ni27'"2 + 32'9"12 + 39' ,8�� 39 8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U#. Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.414 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.777 F 607 180 Q 3119 !- /- A 11572 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.080 K - - 1 3119 /- A A /1572 A Des Ld: 37,00 EXP: C Kzt: NA HORZ(TL): 0.150 K - - Wind reactions based on MV'JFRS NCBCLL: 0.00 Mean Height: 19.74 it TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Q Brg Width = B.0 Min Req = 1.6 Soffit: 2.00 BCDL: 5,0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.375 1 Br Width = B.0 Min Re 9 q = 1.6 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.739 Bearings Q & i are a rigid surface. Bearings Q $ I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: No Max Web CSI: 0.672 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked 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: 18.02.01A.0205.20 A- B 11 -9 F - G 2814 -5672 Lumber B - C 1845 -3697 G - H 2442 -4918 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 2442 - 4919 H - I 1845 - 3698 Bot chord 2x6 SP #1 D - E 2B28 -5693 I - J 11 -9 Webs 2x4 SP #3 E - F 2828 -5693 Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Comp. Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. B - P 3393 -1683 M - L 4994 -2491 Webs : 1 Raw @ 4" P - O 3377 -1680 L - K 3377 -1679 Use equal spacing betweeenen rows and stagger nails O - N 4994 -2491 K -1 3393 -1683 in each row to avoid splitting. N - M 5702 -2840 Loading Maximum Web Forces Per Ply (Ibs) #1 hip supports 7-0-0 jacks with no webs. �5X'AA �3 ) Dry a 9Ytl. # dam. Webs Tens.Comp. Webs Tens. Comp. Left side jacks have 7-0-0 setback with 0-0-0 cant ls� and 1-0-0 overhang. End jacks have 7-0-0 setback % B+ t, .•' # ♦ P-C 316 -72 F-M 247 -290 with 0-0-0 cant and 1-0-0 overhang. Right side jacks . w C 10 m, C - O 1765 -872 M - G 786 -374 have 7-0-0 setback with 0-0-0 cant and 0-0-0 g +$ O - D 480 -739 G - L 481 -742 overhang. ' D - N 804 -388 L - H 1764 -872 E - N 245 -283 H - K 317 -72 Wind N-F 13 -11 Wind loads and reactions based on MWFRS. t3 4001555629 5D 3D 9C 3C A4DE DE 796a ED F9 tam Beam mst csan astuacs:c:y ryrsa am acswa cry ra�rssat aautaeay. Pi{€1. tk. u<71f1f�1RE 0ftO/G3M'A SGdW �a�95NR1 xiVAmzxika,cU3a ireP3�'rWSI of tiasdaaa�m2�er�tar�aatcsra;f aad L�tWC tRd �#S5+N3 i�fY.c(icS'atitrncada eau+.the YYA' M aDpkdCa9(E.NG acdma- **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrrcy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable. Apply Agates to each face oftrussand position as shown above and on the Joint- Details, unless noted otherwise. kefer to muponenrs. w drawings 16CA-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippingg, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes papa and these web sites: ALPINE: www.al ineitw.cam; TPI: www.t inst.o • SBCA: www.sbcindust .com; ICC: wwwJi afe.or SEQN: 704591 / T19 / SPEC Ply: 2 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 255.5 Ibs Truss Label: A9G , .. / ... 10/11/2019 '10 10'10" 14'8" 1T11"14+ 21'2"1 24'10"14 28�9 7 '- 32'8" 1 39'8" i N5'10"10 + ' + + 4'11"6 3'10" 3'3"14 3'2"2 3'8"13 3'10"9 3'10"9 7' 12 D=5X6 T t TT T 5 p =8XE0 =3XF TC3 G8 =H 4 14 III6X8(R) X4 ' v 3X4C = O W � N 4XAA1)B K=4�16(B3) 1� 1 T S R Q P O N M 1112X4 =5X12 =H0710 =4X4 =5X8 =H0710 =4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 0'10. + 14'6 4 + 178"7 + 21'2"1 + 5'2' 6 + 290''15 + 32'9"l12 + 39 4 39'8" 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 L/deft L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.477 G 990 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.884 G 534 180 U 2735 /- A /- /1565 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.110 D - - K 3740 A /- A /2167 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.205 D - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 20.54 ft Code / Misc Criteria CreepFactor: 2.0 U Brg Width = 8.0 Min Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 K B Width = 8.0 Min R1.9 n e q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: O.a-'8 Bearings U & K are a rigid surface. Bearings U & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: No Max Web CSI: 0.b16 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. Wrid Duration: 1.60 WAVE,HS VIEWVer:18.02.01A.0205.20 A-B 11 -10 G-H 4060 -6971 Lumber 8 - C 1600 - 3154 H - 1 3779 - 6498 C - D 1708 -2975 1-1 5500 -4483 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: D - E -6230 J - K 2599 2511 -4-10 Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4 2x4 SP #1: E - F 3607 -6971 K - L 11 -10 4060 F - G 4060 - 6971 Natlnote Nail Schedule:0.128"x3`", min, nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Chords Tens.Comp. Chords Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. B - T 2888 -1641 P - O 6555 - 3820 Use equal spacing between rows and stagger nails T - S 2887 -1643 O - N 5597 -3252 in each row to avoid splitting. S - R 5369 -3094' N - M 4103 -2376 tld9��b R - Q 5371 -3096 M - K 4118 -2378 Special Loads "AN" S"N Q - P 6306 - 3655 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) �• TC: From 55 pIf at -1.00 to 55 pIf at 21.17 �� • x*""ayr Maximum Web Forces Per Ply (Ibs) TC: From 28 If at 21.17 to 28 If at 32.67 P p s 0 m x+ 0, Webs Tens.Comp. Webs Tens. Comp. TC: From 55 pIf at 32.67 to 55 pIf at 40.67 �' No 04718 ,- BC: From 4 If at -1.00 to 4 If at 0.00 p p ' .�' . ,§. � ^ T - C 49 0 G - P 103 -108 BC: From 20 pIf at 0.00 to 20 pIf at 21.17 ; C - S 92 -180 P - H 519 -299 BC: From 10 pIf at 21.17 to 10 pIf at 32.64 k : D - S 2142 -1187 H - O 393 -550 BC: From 20 pIf at 32.64 to 20 pif at 39.67 BC: From 4 39.67 to 4 40.67 OFw S - E 1907 -3288 O - I 1143 -668 pIf at plf at lb Conc. Load 22.60,24.60,26.60 a*TE' .� R - E 49 - 26 1- N 618 - 943 TC: 169 at TC: 162 lb Conc. Load at 28.60,30.60 �o ' « ; '°� '; ,� ' °b E E - Q 1175 - 698 N - J 778 1778 -1035 TC: 369 lb Conc. Load at 32.64 BC: 1484 lb Conc Load at 21 17if ��+ * ..... _ F 475 -698 F - P 885 -539 J - M -35 BC: 126 lb Conc. Load at 22.60,24.60,26.60 �yiaIt BC: 124 lb Conc. Load at 28.60,30.60 SEPAL BC: 492 lb Conc. Load at 32.64 40015858285D309CMA41)EDE 796SEDF9 mssaamsas�ecner�araaczsyegnaaam usxa W saaew�eurta�ea, Wind EE{rL.tk.a<718at*syt'hafuaatz�aafub6za ai9R+i Wind loads and reactions based on MWFRS. rrtn'sEccpHIsaf ttascauxczuamuc4rms34.a�nr.Sard u*Sr8 xis ata SY.A•2 a �aartc+ranas<n�n ewze8a v�Niaf amyetwfcr6r as,im. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tar safety practices prior to performing these functions. Installers shall provide temporary rrn�y bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to ompauenrs uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro ssional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is Tire responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.om; SBCA: www.sbcindusiry.com• ]CC: www.i=safe.org �.y R SEQN: 704515 / T16 / HIPS Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR'Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 103.6 Ibs Truss Label: B1 .. / ... 10/11/2019 4'9"14 4'9"14 SEAT PLATE REQ. 9' 12'8" 16'10"2 2 4'2"F 3'8" 472 =4X4 =5X6 =3X8 PhI[rli[:I 21'0"8 4'2"6 1r 9' 3'6"4 8'6"4 i 9' 12'6"4 21'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#, Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf., NA Ce: NA VERT(LL): 0.058 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.109 H 999 180 B 858 A A /480 /520 /135 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.025 H - - G 783 A A /406 /468 A Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.047 H - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.16 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 5.0 psf BCDL: 5.0 sf p Bldg Cade: FBC 2017 RES Max TC CSI: 0.289 G Br Width =- Min Re g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.491 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.149 Loc. from not in 9.00 ft FT/RT:20 0 /10 0 () () Mfg Specified Camber: 9 p Maximum Top Chord Forces Per Ply (Ibs) pi: 0.18wall: GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A- B 23 0 D - E B14 -1068 Lumber B - C 1039 -1529 E - F 831 -1189 Top chord 2x4 SP #1 C - D 860 -1227 F - G 986 -1430 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) :Rt Wedge 2x4 SP #3: Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties B - I 1377 -913 H - G 1265 -834 (J) Hanger Support Required, by others I - H 1088 -651 Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. g�3AAltdif C -1 291 -320 H - E 268 -132 H - F 255 -227 �' D - H 106 -104 No 0471'02' STATE O k I... 40015B 58295D3D9C3CA41)EDE 795E EO F9. nm.0nnasVrrncacva:,rcas7oy{,nce yrgtsms ejrsnmauz1uvwst„ . pE in'U. ft wjffi PA!SSA+a M.'�1xXIIA`L*14b''A �4 <wtza citta� doc+seaxa ara ra;[ cexsI�atC a4nsa �,0 xaakC and a stwaaczfianCvaxffrmaa rmsxba uraN5:2 em a�+edcetr�eria **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrn�y bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro any attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled 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. Defer to ornpo�tents. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro#essiona engineering responsibility solely for the design shown. The suitability and use,of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see ihis job's general notes page and these web sites: ALPINE: www.al insitw.com• TPI: www.t inst.o • SBCA: www.sbcindust .com• [CC: www.iocsafe.or SEQN: 704619 / T10 / HIPS Ply: 1 I Job Number. 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 112.0 Ibs Truss Label: B2G / ... T 10'10" 1! 21'0"8 =5X8 1112X4 =5X8 C D E 10/1112019 T ,2 5 p i� 4X6(A1)B :!"F4X6(B 1 a� A J 1 H G 1114X4 =7X8 1114X4 SEAT PLATE REQ. 21'0"8 7'1"12 I 3'8"4 T6'6"4 F 1 T1"12 10'10" '{' 14I 6"4 21'0"8 'I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.127 D 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.238 D 999 180 J 1614 A A A /967 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 G - - F 1590 /- A /- /932 A Des Ld: 37.00 EXP: C Kzt: NA HORZ TL : 0.063 G - - ( ) Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 19.74 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 J Brg Width = 8.0 Min Req = 1.9 Soffit: 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC'CSI: 0.568 F Brg Width =- Min Re q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Std: 2014 Liax BC CSI: 0.704 Bearing J is a rigid surface. Bearing J requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.252 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 18.02.01A.0205.20 A- B 23 -21 D - E 2011 -3429 Lumber B - C 2026 -3418 E - F 1904 -3205 Top chord 2x4 SP #1 C - D 2011 -3429 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties (J) Hanger Support Required, by others B - I 3099 -1813 H - G 2912 -1699 I - H 3133 -1825 G - F 2888 -1694 Loading #1 hip supports 7-0-0 jacks at left end and 6-4-8 jacks Maximum Web Forces Per Ply (Ibs) at right end. Jacks have no webs. Webs Tens.Comp. Webs Tens. Comp. Wind y11�i#il8# C - 1 662 -222 H - E 646 -390 Wind loads and reactions based on MWFRS. �,Oi� D _ H 344444 _� G - E 461 -106 No 047 s s ' r s fir` AT E OF 4DO15558295D3D9CXA40EDE 7966•ED F9. M'.-RY3bBAfis[13iV O.Y#ffi3 � 4.y mwvSlbf .I ' Pt JTL"6471MIM ft dMd YA�4R9xaa$Sgi SiW1 8i'A�CY3rXdi3@t[#Y0. G7b1?Cd[593NS Vi tt3YflLKAR�4SQ dfA6,1 QLx7Eb 'fa4 Tubd ffi� Dh0.4!!MS &6}tG9id�SMOD?Q➢%St�14t(�5@� [A SNj#9&X3aL":L c[yiaa. **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 ComponentSafety Information, by TPI an c7 SBCA) shiy safety practices prior to performing these functions. Installers shall provide temporary rm� bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om orients. uc as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. k%fer to W 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 pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t insl.er ; SBCA: www.sbcindus .com• ICC: www.iccsafe.o :l I SEQN: 686472 / T33 / COMN Ply: 1 I Job Number: 36CS0072A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 36.4lbs Truss Label: L1 ... / ... 10/11/2019 12 4 r—::;7-- 5' 10, 5' 5' C=4X6 T CN i III G^Y SEAT PLATE REQ. SEAT PLATE REQ. 10' 1 - + 5' 0' 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# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.023 F 999 180 B 433 /- A /272 /205 /79 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - D 433 A A /272 /205 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.007 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.320 _ D Brg Width = B.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D are rigid surface. Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.078 Loc, from endwall: Any FT/RT:20(0)/10(0) Mfg Speck Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.16 Plate Type(s): ChordsTens.Comp.ToChord Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 810 -638 Lumber B- C 609 -638 D- E 19 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #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 a o 047182. i i' 400159 58285D3D 9C 3C A4DE DE 796E E0 F9 M.�e�f ft. _ s:wasra usa;'wm asa mum:a W Tnss� mns k' ft setAsrc�at�ttU3a. s,&tmb' Kpbsor tl'ffi�crJnFiitS �aasraxssG:rme �y"f€'(xr7 uiLG 24r� 3]ffi S: Li t'I�.b5ti2tlmt<o3e eSUEl SM 4tfiiYa9 mSnyglCl,IIfdL tt9�t. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) ion safety practices prior to performing these functions. Installers shall provide temporarryY array bracingrier BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections 83, B7 or 810, nnr onarrts. uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this [hawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com: ICC: www.iwsafe.orq SEQN: 704528 / T43 / HIPS Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 47.6 Ibs Truss Label: L2G 3' 5' - 7' 3' 2' 2' 12 4 p 2X4(A1) B 315 A SEAT PLATE REQ. C= III W4 III/—A-+ =aAO IIILA'F DRW: , / ... 10/11/2019 10, 3 F= 2X4(A1) SEAT PLATE REQ. 10' 1' 31"12 1'10"4 1'10"4 I 3'1"12 3'1"12 5' 6'10"4 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA .PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.023 D 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.042 D 999 180 B 493 A A /- /241 /- BCDL: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): 0.006 H - - F 493 A /- A /241 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.011 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.172 Bearings B & F are rigid t Bearings B & F require a seeaat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.067 Loc. from endwall: NA 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. 18.02.01A.0205.20 A - B 19 -14 D - E 430 -986 Lumber B - C 390 -885 E - F 390 -885 Top chord 2x4 SP #1 C - D 430 -986 F - G 19 -14 Sot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading #1 hip supports 3-0-0 jacks with no webs. B - J 818 -353 I - H 830 -351 J - 1 830 -351 H - F 818 -353 Left side jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks Maximum Web Forces Per Ply (Ibs) have 3-0-0 setback with 0-0-0 cant and 0-0-0 Webs Tens.Comp. Webs Tens._ Comp. overhang. aB��lII8i1� C-J 80 0 I-E 176 -88 Wind MA C-I 176 -88 H-E 80 0 Wind loads and reactions based on MWFRS. !.mom_ D - I 99 -116 f No 047182101, STATIE O 4001SB 5B28 SD309C 3C A4 DE DE796S E0 F9 r� �m ewt sera orateraxststy «�, nna � aaaue eq rzam:ai mmacey atIt, tit.aassa;pe+r t5e at n t+etspatsrx.i ax�.mticaocr�cr�+o. Pr�i�dupka of 3tssaccarcera m3tmasLarmeatpm4�d cm6d L-A em VA'i tmuaH. ""ad or.anYgwwv'u toim "WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING[ **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an� SBCA) y safety practices prior to performing these functions. Installers shall provide temporary mr�y bracing per BCSI. Unless noted ortherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, p/p 7071anI;'. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to F drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildir 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 AN5I/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com• ICC: www.i=safe.org I SEQN: 704627 / T12 / HIPM I Ply: 1 Job Number. 36CS0072A i:...r FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 88.2lbs Truss Label: MEG • / ... 10/11/2019 =� T N P7 fV SEAT PLATE REQ. 1 17 519"8 9111"8 13'8"4 17'8"8 1 ' 519"8 4'2" 3'8"12 4'0"4 =3X4 1112X4 1112X4 =5X6 =5X10 18, T T 1 m 1 1, 5'11"4 3'8"12 4'0"4 + 1918" 4'0"4 'tl 5'11"4 13'8"4 17'8"8 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Ptin PSF) Dafl/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# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.116 J 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.216 J 984 180 B 1190 /- A A 1567 A BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.028 H - - G 1233 A A A /566 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.053 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.357 G Br Width = 3.0 Min Re 3.0 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.551 Bearings B & ui are a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.839 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked 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. 18.02.01A.0205.20 A- B 19 -14 D - E 965 -2117 Lumber B - C 1307 -2816 E - F 965 -2117 C - D 1325 -2902 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) :Rt Bearing Leg 2x4 SP 93: Chords Tens.Comp. Chords Tens. Comp. Loading B - K 2630 -1206 J -1 2900 -1344 #1 hip supports 5-9-8 jacks with no webs. K - J 2660 -1211 1- H 138 -75 Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. C - K 412 -65 E -1 326 -395 C - J 271 -128 1- F 2203 - 990 �} J- D 129 0 G- H 71 0 D - I 429 - 885 F - G 858 -1506 . No 047189 1:0-1. STAB'S: 40015E 5828 51) MC K A4DE DE 798B-E0 P9 rnn axam aws a+ra, azmacary rgnea am Sawa ay raaramr umrase; ar t€i. tir, eanatfes ear daxaEoxr.aWaa w�sga SNR+i a�sormacda i�it`3'ffit'�ia76i{?$a$OUaT@,'Y12 WattCl Ca+i3f0II�$PtlB�a"4 Saf7�fE aad ST.SkA+2ac:�artaa3ainira@#6cfYic3 m8aytittilta%F: aafifiaa. **WARNING " READ AND FOLLOW ALL NOTES ON THIS DRAWING! T' "IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporary rrrrc� bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr orrents. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join�Details, unless noted otherwise, refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitabrlrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's aeneral notes page and these web sites: ALPINE: w .al ineitw.wm;.TPI: www.t inst.o ; SBCA: w .sbcindustryxomj= www.tccsafexr I SEQN: 704621 / T18 / MONO Ply: 2 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: ' Wgt: 37.1 Ibs Truss Label: MG1 .. / ... 10/11l2019 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 2x6 SP #1 Webs 2x4 SP #3 =2X4(i F9 SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Nailnote Nail Schedule:0.12B'W", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.25" 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 0.00 to 55 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 164 lb Conc. Load at 1.09 BC: 1590 lb Conc. Load at 3.06 BC: 783 lb Conc. Load at 5.06 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. 4'215 T 4'215 'I' 2'9"1 T 3 2'10"13 i r 4'1"3 7' Snow Criteria (P9,Pf in PSF) DefI/CSt Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): -0.015 E 999 240 Lu: NA Cs: NA VERT(CL): 0.027 E 999 180 Snow Duration: NA HORZ(LL): -0.005 E - - HORZ(TL): 0.009 E - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.175 TPI Std: 2014 Max BC CSI: 0.506 Rep Fac: Varies by Ld Case Max Web CSI: 0.387 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 400155 SS28 SD3D 9C 3C A4DE DE 796E E0 F9 trme�mrsasstas grLceri6mtsx}t.ra� a�arrgakassss3namsmr� P2 {3k.1K Q89182}m4�@ �#6R�3`a8 w�'YrsSH,R+3 �'Atnfk�TNrtt�'a. N�zaxbet9tss a! N3S:xxtxxeNb^arcc3ectttkB.reE �ayC sau3:8 �`d eh¢Sa+A4 xNhEntYSVfJ1�o'1cm3xc2110 bTf{1i4d OP: ffi�4tlCI{d18.' ¢yin. i 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 1509 /- A /169 /908 /124 D 1484 /- A /166 /914 /- Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Erg Width = - Min 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 764 -1252 B - C 20 - 29 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 1151 -697 E-D 1097 -666 Maximum Web Forces Per Ply (Ibs) Webs. Tens.Comp. Webs Tens. Comp. E-B 1017 -580 C-D 60 -28 B - D 777 -1279 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly ggirt ceiling Locations shown for permanent lateral restraint of webs shell have bracingg installed per BCSI sections 83, B7 or 810, rle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to 60A-Zforsp ndard plate positions. a division of rrr i,orforr acceptance any structure its drawing,any failure to build the on this drawing or cover page re design shown. The suitability rT/tc'y ompanenrs, uc 4 SEQN: 704629 / T25 / VAL Ply: 1 Truss obNumber. 36CS0072A FROM: JAH Qty: 1 EHBHayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL,DR Horton DRW.Wgt: 15.4 Ibs Label: MV1 ,. / ... 10111/2019 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-1D TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 20.68 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 R 4' 1 "14 -I 4T'14 4114 "14 Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.004 C - HORZ(TL): 0.005 C - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.151 TPI Std: 2014 Max BC CSI: 0.146 Rep Fac: Yes Max Web CSI: 0.088 FT/RT:20(0)110(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 480t53 SS28 5D3D 9C3C A4DE DE 796E ED F9. :lftli EttCff n'.ai niHu{ QldrC6! Y:Yj �Y,n'Dd A+ST �lFEC SYf 1811"ui3 AC511 W p M.i"-tie, ti7tta{CJ9 Us c�S1aAaC+9ro8 tdiR7 5H! :i astAerstiau¢ne�e3a. wrvitedtzpAsWttas6awesra�artttcc�as3�mC;'t sBm�b ttslr8 , A°�tfb LslA^2sWii4flKAtlmt�q`A £.±.kSt @i effiS13Kti$ 0ti 7Ry#1RIl9aiPS eet+{nII. ♦Maximum Reactions (lbs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 75 /- A /45 /28 /14 Wind reactions based on MWFRS D Brg Width = 49.9 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Ten -.Comp. A-B 26 -64 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 127 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 166 - 93 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insalled per BCSI sections B3, B7 or B10, Ile. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. eefer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure tis drawing,any failure to build the on this drawing or cover pae is design shown. The suit -ability rP18S' oiuparrenr+: ur s] SEQN: 704631 / T27 / VAL Ply: 1 Job Number. 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 11.2lbs Truss Label: MV2 .. / ... 10/11/2019 12 5 B ii 1 2'1"14 ft 2' 1 "14 2' 1 "14 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 Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.010 B 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 B 999 180 D' 75 A A /42 /21 /11 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C ICA NA HORZ(TL): 0.004 B - - D Brg Width = 25.9 Min Req = - Mean Height: 21.10 ft Code I Misc Criteria CreepFactor: 2.0 Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.040 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -17 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 ([be) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Lumber A-C 59 -1 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. *�' �3 yea nos ar * . No d STD' a S#iUiL 40015856295D309C3CA4DEDE 796BEO F9. fRffiftPYYaM:tt9EafXBYttU6'iCSPfCT,ri3II �.II ffiCEY2CIDr DAST1:i"l LYftffiit1 rr{¥t. ik, as72�{en fAm ah�,ona0svaw.axga 5M&! sctAantuadsncaa. rrb'rsdew�cMt3asrfa+ocavt�arovt .��9 azd wsrad aad Dena S�Ai �vthmsiat3aasaa?a e�,ucn smiiicd r txcy<3attiaaas m9ias. **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 Compona Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �rrrey, bracing' er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properiy attaches ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or t3.10, om arr�nts. uc as applicable. Apply plate. to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. keferto P 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 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 ANSI/TPI 1 Sec.2. SEQN: 704587 / T14 / EJAC Ply: 1 Job Number: 36CS0072A , :.. FROM: GLM Qty: 22 4EH8 Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 22.4 Ibs Truss Label: EJ7 .. / ... 10/11/2019 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 Ti ) SEAT PLATE REQ. �— v Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.74 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 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. Ill M Snow Criteria (Pg,Pfin PSF) Defl/CSICriteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.015 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.497 TPI Std: 2014 Max BC CSI: 0.362 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 No 047162 ',, STATE OF 4001585828 5D3D 9C 3C A4D€ DE 7968 €0 F9 rceueeernrsas oam euxvoeucxaycyxr� � aaxva cy raawni aunw¢t, Pi tfi. Uc 9f73ffif Gn Uc �'u¢tlas»at9s0 urRa 4NA✓i r,RAc�sziutxssa'a s4b1'�' ff[[1pk361 ttffieiousc4rd�'aaut�s{::.reC 6pu: Snd Ssykd xrd 8^ss+J z amcneustimscatac�ca6a �m9tice �nm�eawrea� C cn � co Cn 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 334 /- /- /234 /169 /174 D 126 A /- /98 /25 /- C 169 /- /- /63 /155 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min 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 23 0 B-C 65 -127 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 > require extreme care in fabricatin , handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, byy TPI an� SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporary cr,:ey per BCSI. Unless noted othervvise,top chord shall have property attached structural sheathin and bottom chord shall have a properyfr y tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, B7 or 810, nnr �orrenL�. � icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted othennrise. Refer to 1 Is 160A-Z for standard plate positions. a division of ITW Building.Components Group Inc, shall not, be responsible for any deviation from this drawing,any failure to build the conformance with. ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page m. The suitability any SEQN: 704607 / T22/ EJAC Ply: 1 Job Number 36CS0072A FROM: GLM Qty: 3 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 23.8 Ibs I Truss Label: EJ72 .. / ... 10/11/2019 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 D-_-ration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 12 5 p (Y7 M Cl) O B 2X4(A1) T 4"1 A D SEAT PLATE REQ. 7' 2' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.54 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA, Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.012 D - HORZ(TL): 0.020 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.472 TPI Std: 2014 Max BC CSI: 0.352 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE No 0042 WO t . l'-, STATE OF 4DD158 5828 51)309C X MDE DE 7968FA 1`9 mnasmrtxae�¢usea.+uaz�capaaa+a aes�vmira�sse�mmmon, Ft VL M atnWi� tft ftvAb*.bz=N' Wqa SA44 rtwa RY�',adefq�s tl3 titst4.aass�u �aati4&zdG `d�6smsli$ tadTi. A+AA suah¢asaat3msacr7a m.k"sardiai as .44W mi ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 402 /- /- /308 /222 /194 D 124 /- /- /96 /19 /- C 162 !- A /56 /147 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min 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 62 -125 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 DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property ,iidceilingg e.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, _ ApplY plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of irr 1,ortor r acceptance any structure failure to build the g or cover page in. The suitability f77tu'S' omporrent,. uc r I SEQN: 704530 / T29 / EJAC Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 19.6 Ibs I Truss Label: EJ6E ... / ... 10111/2019 SEAT PLATE REQ. 519118 519P8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udcfl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Ci ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 rd Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.008 D - HORZ(TL): 0.014 D - - Creep Factor: 2.0 B 288 /- A /214 /124 198 D 102 A /- /79 /15 A C 136 /- /- /60 /93 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.316 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Paralial Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.237 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Ch T C Ch d T C Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a °tl STATE O. s o s ens. omp. or s ens, omp. A-B 19 0 B-C 43 -82 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 OM59 5828 5D3D9CBC WE DE 796BEO F9 ' fN4EteYElRriC9YNOMPP(tCfES'fS4jNlII 3i�9eY#d D) WAY pi 113ttMlL Ft pa..ue. aesss7ten s2atrsstxeon�4rn 1:3sgasrlA'i xu,'1.cv,sssatax»saia tsbrtr3c. of tti�doursca�t �'aratcxnilkscEr9�9 5Drk8 VflL�.S.S.+.l2 s'�QttR4L'dtfwwt ca Aht wAW a. aapRf ar"kk =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 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 rrney bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om ontnts. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to P 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 professfonat 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 7 Sec.2. Pn mnro infnrmelinn eee 1hie inh'e —.1 nnlee none end Iheee weh eilee• Al PIMP- un.nv elnineiAu rnm• TPI- — MI—f nrn• CPr:A• uwu. chninri„e1rv'n Ir.(:- — i—f. nrn SEQN: 686474 / T44 / EJAC Ply: 1 Job Number: 36CS0072A , FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 12.6 Ibs I Truss Label: E.13 .. / ... 10/11/2019 12 4 F_� SEAT PLATE REQ. C �I 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def ICS1 Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA. BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - Des Ld: 37.00 XP: C Kzt: NA E HORZ(TL): 0.002 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 4001585829 5M 90C A4DE DE 7968f0 F9 the t�mnacuaneursrasessdc�nm #za u�a ey amacaei mnmcvws; Pa i�-tIt. t472'e$4nt�@ 8itcila�cas�2�tu:Nga LHR<i x7'wcRSksitCtlfadt. Yt6s�d�rgmaal tfls@aoa¢auaramtesnd��ratr�,e4ayL sayk3 Et1� M@%A«3 iv"l�fifl1t�41@15C4YQ iR%O.S�i t'tR11C3 OR iOpYrCpt33ik M" ti LO M T ti ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL B 190 /- A /151 /87 /57 D 49 A /- 138 t7 A C 62 A A 125 /43 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -61 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme carg bricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety InformatiTPand SBCA) toFsafeypacticesprrtoperformng thesefunctBCSI.Unlsnoherwise,top chord shallhave properly atthed structural sheathind�id cilggLocatihown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'Ie. Appiy plates to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to a division of any tis drawing,any failure to build the on this drawing or cover page_ Le design shown. The suitability rmey ontponenrs.uw SEQN: 704540 / T17 / EJAC Ply: 1 Job Number: 36CS0072A FROM: JAH City: 1 4EHB Hayden-2605 "H" OL /I)R Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 14.0 Ibs Truss Label: EGE .. / ... 10/11/2019 1'6"12 2' 1'6"12 1 5"4 12 4 p C � 1112X4(** T T 2X4(A1)B HB Y8 = 3 A 1 E1112X4 F 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 pet Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes (**) 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. SEAT PLATE REQ. �2'� 1'6"12 �5"4 1' 1'6"12 2' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 F - - HORZ(TL): 0.000 F - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.130 TPI Std: 2014 Max BC CSI: 0.013 Rep Fac: Yes Max Web CSI: 0.034 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 No STATE OF Te 40015B 5828 5D3D 9C 3CA4DE Df Z96S E0 F9 i8,f[CS&M RASGBLhdXiSlmNt.6^/ti$;4®9 b@ D12Y9 S�'TR�PnM3)A91tMi� FE. VL. uL 9d71mi. th. °LLYC6StlWfl5$5'n0u lei Owl A'{�6'X1CHIAUC81 CQia W vftm� ttptnaWtYv4nca .t �cc =46-. MVg d"InU Hd Eft sA .-&Ah.L+4i4.'1lrp546 ffi Ylb*8+ of "a wydwwrz ssvfm ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E* 104 /- A /80 /51 /21 Wind reactions based on MWFRS E Brg Width = 24.0 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 0 -5 B-C 7 -38 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 2 -1 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 111 -39 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporaryry rnrev BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppedy ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 of B10, orn aue»ts. uc Ile. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 50A-Z for standard plate positions. a division of iri i,ortor n acceptance any structure .-1 -.a-- ---- -... its drawing,any failure to build the on this drawing or cover page to design shown. The suitability SEQN: 704581 / T11 / JACK Ply: 1 Job Number. 36CS0072A FROM: GLM Qty: 8 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJ5 .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C SEAT PLATE REQ. I M r (V M 1 1 51 51 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Speed: 160 mph Pf• NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 261 A A /189 /133 /128 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - D 89 A /- /68 /17 /- EXP: C Kzt: NA HORZ(TL): 0.008 D - - C 117 A A . /43 /106 A Code / Misc Criteria Mean Height: 19.33 ft Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.287 B B Width = 8.0 Min Re r9 q = 1.5 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.178 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - C8C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000' Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 45 -100 Wind Member design based on both MWFRS and CBC. 40MSB592951)309CKWEDE 796BEO F9' mssas"s�rtab sz�xawE�t�E"4e--04-U-4 f%Vt. "#471a )" the d1aftkAa699 .Ifta IM4 i OcflS8a4 ntwL ara,!r3 copfasrsrtA�64tawwcn". ds^8 r+attmsiff�OC �p'ad�a9'sm3#0 emir, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *'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 an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or p10, Ile. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, {defer to 60A-Z for standard plate positions. a division of failure to build the g or cover page in. The suitability array onrporrenr.,•. uc any 3 SEQN: 704597 / T9 / JACK Ply: 1 Job Number: 36CS0072A , FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 18.2 Ibs Truss Label: CJ52 ... / ... 10/1112019 12 5 in CV � B 2X4(A1) A D SEAT PLATE REQ. 5' 2' S, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.12 ft TCDL: 4.2 psf Lu: NA Cs:.NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.005 D - - HORZ(TL): 0.006 D - - Creep Factor: 2.0 B 335 1- /- /269 /190 /149 D 86 /- /- 173 110 /- C 107 /- /- /32 /96 /- Wind reactions based on MWFRS Code /.Mist Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/' TPI Std: 2014 Max BC CSI: 0.169 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Re Fac: Yes P Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Lumber Top chard 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 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 4DD1565828 5D309C 3t UDE DE 796B ED F9 r"asasxssnasoeam exctf�tssgc sra xee etsrteVrdacm�_tt P[{4k» tK.9/ri33}m0 SRi dxmahoknatwve alga SNNl ii8A4Tftt:itlCmCG's.Q. A�1�C49p�95YA trr5�`G£Y�ffiSFdQ31GCV�6ii'CS8�1Q$�it♦ 5611�'¢ �d 7P453+A-E teKne4tic'a45�tmr� e�IIt �a aa�is� m taye3(2tmr�. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T• IMPORTAN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) io'r safety practices prior to performing these functions. Installers shall provide temporary rrrr bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om orients. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .com• [CC: www.iccsafe.org SEQN: 704532 / T24 / JACK Ply: 1 Job Number. 36CS0072A FROM: JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EH8 Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJSE .. / ... 10/11/2019 17 C 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: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. :A Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.006 D - - HORZ(TL): 0.009 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.245 TPI Std: 2014 Max BC CSI: 0.173 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 . e No 047101 a s STATE OF 4GM5858285D3D9CXA41)EDf 7969'ED F9 ma�mnaxs�aserxtvaa�sm7��c xati�s®Ymarvri mariacz, Pi �4, sk. �171'A. {ag tB4 sf�mm�nnar�sga i!iRd Yf�3cdaPiC3 s{Sdacaszorntmassxeendu.xan u�ass9 sn6 sa��d itW as,assw: r,e5nr�nasNoneoBee^tcaM+nn4k i a. aaydmnrcr,3z TT ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 259 A A /196 /113 /86 D 87 /- A /67 /13 /- C 116 /- A /50 179 1- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 37 -73 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny 5a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (?efer to 60A-Z for standard plate positions. a division of ,ivi 1,ortorn acceptance any structure its drawing,any failure to build the on this drawc' or cover page, . ;e design shown. The suitabrirty Ql7eiJ otnportent . uc SEQN: 704512 / T34 / JACK Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJ5A / ... 10/11/2019 M V 19 B C 4'4"8 414118 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA A 164 A /- /104 170 194 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 C - - C 80 A /- /64 /22 /- EXP: C Kzt: NA HORZ 0.012 C - - B 108 /- A /43 /98 /- Des .0 Mean Height: 19.67 ft (TL ) Wind reactions based on MWFRS NCBCL 10 L: .00 Code I Misc Criteria Creep Factor: 2.0 TCDL: 4.2 psf A Brg Width =- Min Re Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.256 q = - Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.162 C Brg Width = 1.5 Min Req = - MWFRS Pi:rallel Dist: 0 to h/2 B Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A- B 41 -90 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2z4 SP 91 Chords Tens.Comp. :Lt Wedge 2x4 SP #3: A - C 0 0 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. �AV EN 0 . .� .. Y Y fp � W it . AT a: 40D15658285D3D9C3C A40E DE 7965 E0 F9 rrenaemnaaceasa�tcvvr v+rzsperyea ara nam�ffi;wrss+�wrt[eea, Vj e[ (£$. t%, aQt[If CR9 i'Aazt�iCaamDaWv[ �'Rti SWGl ai�cstiCa2Vin WiG �icrgprxatlr ttdsrfaanaaa�t�ranGlcc»2CGs¢c ap�[d mdGcai7d tra&a+a[M tiw_1i&»m.anpalmdwk **WARNING " READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T` IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporary rmey bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, oar orients. uc as applicable. Apply Agates to each face oftrussand position as shown above and on the Joinf etails, unless noted otherwise. Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of protessiona engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. W SEQN: 704603 / T20 / JACK Ply: 1 Job Number. 36CS0072A FROM: GLM Qty: 8 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 12.6 lbs I Truss Label: CJ3 .. / ... 10/1112019 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 12 C TT tM 2X4(A1) B A D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.91 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' M Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.145 TPI Std: 2014 Max BC CSI: OABS Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver. 18.02.01A.0205.20 WAVE 4 0015559n 5D3D 9C X A4DE DE n6B M n -revs aam ew arm cx�marasy else ma �awv cY rsarrai raxrtmae; !6 [#B..i�.96718tj4n {pat$ffi6d9eaiQ]nirL48 "dWl �t°sc�Suaticr�cV;c. ETlze4� ss1 e�ds4xvcrada^maaG4tms�rxaCiulon6 wxL^� xnd ta^o s:+na reYnrakaats�soo3e eamtao crcxsi�3 asae�eacctrrNz agiax ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 191 A A /147 /101 /84 D 51 /- A /40 /8 /- C 63 /- /- /21 /57 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min 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 23 0 B-C 24 -86 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an � SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly , ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, i e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ,ivi i,orrorn acceptance any structure •e to build the cover page„ The suitability rrrrey oinporrenrs, u SEQN: 704534 / T26 / JACK Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ3E ... / ... 10/11/2019 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 Duraton: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 12 4 L-,� SEAT PLATE REQ. 9 51 C Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.002 D - HORZ(TL): 0.002 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.132 TPI Std: 2014 Max BC CSI: 0.076 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 40M585828 5D3D 9M A4DE DE7980'ED F9 reins aan gas �anml raa¢sraacas} c�,nca ama aaa�a ai wcual unxmes. Pt p6 W, 067U,rit+N th a' tzshxw:+*m whga SNA4 x'�afr7satim�t�c. tc6aA�s altt2¢taas�acnt osaAurc:ra',E>Cs�sdaAd �91w$ oral V. WA4 hWtWtfKitltlti09E t0irthb E WOd-"4 UfWC �L— li ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh ! Rw / U / RL B 190 /- /- /151 /87 /57 D 49 /- /- /38 /7 A C 62 /- /- /25 /43 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -61 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ••WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! T' "'IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properyy id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections 83, B7 or 810, le. Apply plates to each face oftruss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to 50A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmcry omporrenrs. uc 1 SEQN: 704595 / T21 / JACK I Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 14.0 Ibs Truss Label: CJ32 .. / ... 10/11/2019 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 91 Bot chord 2x4 SP #1 LEI i Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.70 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS, Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 2 1 31 31 Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.005 D - HORZ(TL): 0.006 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Mex TC CSI: 0.637 TPI Std: 2014 Max BC CSI: 0.144 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 40Di5B 58285DBD 4C X A40E DE 796B�ED F4 mm aamrtaxtttasxvtlRtsf2 '(t' as vanxix e{la 4, umace Ntn2 kV_ad7WltssGAt 4k�goat edga•. L1 R37,7,cs�t§Gltilpsa to3a s931H¢57W2 whattasi30l1ta" muShu trrdbF m sapelalr^.n. .Vd . Is] ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 278 /- A /243 /169 /104 D 47 /- /- /54 /18 /- C 45 /- /- /18 /41 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min 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 17 -74 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI an� SBCA) for safPety practices priorto performing these functions. Installers shall provide temporarryy BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperty did ceiling Locations shown forpermanent lateral restraint of webs shall have bracing in to I d per BCSI sections B3, B7 or B10, Ile. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. defer to 60A-Z for standard plate positions. a division of ITW BuildiaComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this [7rawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. ulrcry 0111/ 111111M uc 40Di5B 58285DBD 4C X A40E DE 796B�ED F4 mm aamrtaxtttasxvtlRtsf2 '(t' as vanxix e{la 4, umace Ntn2 kV_ad7WltssGAt 4k�goat edga•. L1 R37,7,cs�t§Gltilpsa to3a s931H¢57W2 whattasi30l1ta" muShu trrdbF m sapelalr^.n. .Vd . Is] ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 278 /- A /243 /169 /104 D 47 /- /- /54 /18 /- C 45 /- /- /18 /41 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min 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 17 -74 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI an� SBCA) for safPety practices priorto performing these functions. Installers shall provide temporarryy BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperty did ceiling Locations shown forpermanent lateral restraint of webs shall have bracing in to I d per BCSI sections B3, B7 or B10, Ile. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. defer to 60A-Z for standard plate positions. a division of ITW BuildiaComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this [7rawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. ulrcry 0111/ 111111M uc SEQN: 704510 / T37 / JACK Ply: 1 Job Number: 36CS0072A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /OR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 11.2 lb. Truss Label: CJ3A .. / ... 10/11/2019 4 " 1 V Loading Criteria (psf) Wind Criteria TCLL: 20.G0 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 19.12 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 t. h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 12 5 [-�- B 2X4(A SEAT PLATE REQ. 31 31 Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA A 119 /- /= /74 /49 /63 Snow Duration: NA HORZ(LL):-0.003 C - - C 52 A A /42 /12 A HORZ(TL): 0.004 C - - B 71 A /- /28 /63 /- Code / Mise Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.186 A Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.099 C Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing A requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. A-B 27 -91 No 047102, r WO '«STATE O Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 4001SB 5828 SD3D 9L 3C A4DE DE 790E-E0 F9 Pmnamrsa%¢ —wvmc uutnc� . Pt in," #47m)- L�t dMoc"A Y0.0q.5HA+1 ic'i�6YtSti:xt}Ga14�CS efsn�dupiasai0�xrni m^eActxnsicc:cas u�x4�C ua�d az>d tYa E}rMi arXeert.atien�xta ru�av �cerkie� m myelAurtus a�8s, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! T• "IMPORTAN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ansy, bracing per BCSI. Unless noted ortherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or a10, onr otrenrs, u as applicable. Apply gates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. (Refer to p drawings 160A-Z for shandard 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 suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Pn. m inh.,.neiinn eon Ihic inh'c nonorel nn neon — Iheee v nh eR.- Al PIMP- w..w elninnihv nnm• T.I. uw.., ;....— C .. -e.... "I. ....... .....-.e ..... SEQN: 704585 / T32 / JACK Ply: 1 Job Number: 36CS0072A FROM: DJH Qty: 10 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 11.2lbs Truss Label: CJ1 / ... 10/11/2019 12 5 � C 2X4(A1)B M 4111 _ r D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 18.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf t nad Duration: 1.25, MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C$C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 1 i aTe �� 1i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.145 TPI Std: 2014 Max BC CSI: 0.016 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 4D01505028 5D3D 9C X A4DE DE 7960'ED F9 :f6ffi3RPMft91 D4Ah niRt130Mf3P('�R3II $�M3Fei+:d&{SdiC4T1 WHttl1E1 F8 �. itZ @f9381}�i f$e °�ShowAa@vet j85NA�.i m�c+�crrataxaccva Pros; 400%d tMdaan aw4 mk6 MdM~lbeaaeoi:*-nykt uwv zW-1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 148 A A /132 /96 141 D 11 Al A /19 /11 A C - A13 A /27 /27 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Big Width = 1.5 Min 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 23 0 B-C 25 -14 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 qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro any S�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins?ailed per BCSI sections B3, B7 or 910, Sle. Apply Agates to each face oftrussand position as shown above and on the Joint' Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of 11W Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. -- --d .A---...-6 -.--. - DILIC. ....... .il..:..e:h.......... —1. ......... .............1- ....... -. ....... rmey ornpoaenrs, u SEQN: 704613 / T4 / JACK Ply: 1 Truss ob Number: 36CS0072AFROM:GLM City: 6 EHB Hayden-2605 "H" OL /DRHorton /4EHB Hayden-2605 "H" OL,DR Horton DRW:Wgt: 11.2lbs Label: CJ1E .. / ... 10/11/2019 12 4 C 2X4(A1) B A ti ii SEAT PLATE REQ. r 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 147 /- A /133 /100 /29 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - D 10 /0 /- /19 /11 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.000 D - - C - /-13 /- /26 /24 /- NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 P Wind reactions based on MWFRS Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.133 B Br Width = 8.0 Min Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 D Brg Width = 1.5 Min Req = - C Brg Width = Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 19 0 B - C 20 -9 Top chord 2x4 SP 91 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 No 047182, 10 ff - , Q01M %28 5D3D K X A4DE DE 7968E0 F9 rras.ssmmasuemec�rs�+wamsaa�affig auwtumiaa¢, tC�i. tk, a47iETien i$e�xCa9awwa4va� b'St�i SWLl SLMAtaYt�aGem4�eia 3ecpzrsar tldaCf�aueara �aawtee.ai�rads.�sn9anE 5nulad - and Urs sYmt�r3csnais2imsaaEce-.,ustda �3i� as znyeteermn'sz amiss.. **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, handlingsh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, oin atterirs. ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to p drawings 16OA-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 handlingashippinq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro ssionR 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 mob's general notes page and these web sites: ALPINE: www.al ineitw.mm; TPI: www.t insi.o ; SBCA: www.sbcindus .com; ICC: wwmiersafe.ora SEQN: 704615 / T13 / HIP_ Ply: 1 Job Number: 36CS0072A FROM: GLM Qty: 5 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: HJ7 .. / ... 10/1112019 5'4"4 5'4"4 9'10"1 4'5"13 0 12 3.54 p Z-z2X4 C m _ n N B M � 2X4(A1) A =5XISF E SEAT PLATE REQ. 9,4„2 9'4"2 1 '1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def ICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.025 C 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.046 C 999 180 B 324 /- A A /198 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 F - - E 368 /- A A /121 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.015 F - - D 206 /- /- /- /216 /- NCBCLL: 0.00 Mean Height: 19.74 ft Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf TCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.382 B Brg Width = 10.6 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.609 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.311 Bearing B is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B B -6 C-D 65 -70 Top chord 2x4 SP #1 B - C 557 -673 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Hipjack supports 6-11-13 setback jacks with no webs. B - F 647 -518 F - E 0 0 Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 553 - 691 No 047169 6 STATEi. 4UD15B 5829 5D3D9C 3C WE DE 7960-EA F9 re"sEmrnnxce¢na+uvnsacsara�naasrsargr rasrux�umtt sa; n rniUL 047ULIW ftftftfiww 4broa tomto PWi ss4Lmtfcatxmccds. strearsbtma dtl%"daxmszAt=40ccrd eC WMd Whig x deve VA4&AUAUr ?IM4 4era kN W4iO mmyoftdM* .ML,. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rme! bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om oirents, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to Y drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin;,any failure to build the truss in conformance with ANSI�I PI 1, or for handlingghippinq, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro 1 sioni engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. SEQN: 704625 / T1 / HIP_ �Ply:l Job Number: 36CS0072A FROM: JAH City: 1 4EHB Hayden-2605 "H" OL /DR'Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 26.6 Ibs Truss Label: HJ6E ... / ... 10111/2019 12 \i 2.83 to (V 2X4(A1) B N N 13 5 A E D SEAT PLATE REQ. 811119 811119 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA E 247 /- /- /- /126 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 D - D 120 A A /23 A A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.038 D - - C 261 /- /- /- /199 /- NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.781 E Brg Width = 1.Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.468 D Brg Width = 1.5 5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Bearing E is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing E requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 A - B 10 -7 B - C 60 -46 Bat chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Hipjack supports 5-9-0 setback jacks with no webs. B - D 0 0 Wind Wind loads and reactions based on MWFRS. 40D15858285D3D9C X A4DE DE 796E E0 F9 ressuameussexzes3assma:ea+r�r4,ua.mn ssxv`as:>asrar�mmeea, IN (t. w-#4'mI W tuft. WYr �iGY6l5$'iQ9 ww 8Vi1i11tA33iCit4t 34. d�4CQ�4tlf [}iffi &fl'it tll'a i494L9D51$�'66i<fl49 #� L95�'ffi and B$lfl ffitffi?bS:ID9K1R::fd£�9YGi6 fai�i t48YFf�i^d � 24gkr0Atf#3"d: Ctp£¢3. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T` IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om orients. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o • SBCA: www.sbcindus .com• ICC: www.iccsafe.org SEQN: 704524 / T42 / HIP_ Ply: 1 Job Number. 36CS0072A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 15.4lbs I Truss Label: HJ3 .. / ... 10/11/2019 2.8312 C T TN 2X4(A1) B M A E D SEAT PLATE REQ. �---- 1 Y 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'2"3 4'2"3 Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh Non -Gravity /Rw /U /RL Lu: NA Cs: NA VERT(CL): NA E 83 A /- /- /46 A Snow Duration: NA HORZ(LL): 0.001 D - - D 29 A A 15 A I- HORZ(TL): 0.002 D - - C 62 A /- A /47 /- Code / Mise Criteria Creep Factor: 2.0 ' Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.078 E Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.056 D Brg Width = 1.5 Min Req = - Rep Fac: No Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing E requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 6 -4 B-C 14 -11 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015856255D3D 9C K A4➢E DE 796E E➢ F9 mn.'mmemz�¢weum+uaa'pc mcs= esrom¢e;rawvrc Wl, PE frw tA.91718Y{ctt d�.OdYktihDs.'1+aLaY1s1a k1�i1 YC�"tA"fi3�5YHIY 4p$2 ai4tsbccpizsoa tft<sdar.�cm arnr�3rsnst'rae: �Cne9s6 ravk8 . . m3 Wg u±x•im�aa=nrsavrns<abaerswtba urakmr3�aayvclestr�r�s mvfms• "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c� SBCA) y safety practices prior to performing these functions. Installers shall provide temporary cri7ey bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, om �onents, u< as applicable. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {tefer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 professlonaq 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 iob's oeneral notes oaoe and these web sites: ALPINE: w .aloineitw.mm: TPI: �.toinst.om: SBCA: www.sbcindustrv.wm: [CC: w .icesafe.om 68olse Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP PdfiSSE BM1 (Floor Beam) BC CALC® Member Report Dry 11 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: B1 19-10-00 132 Total Horizontal Product Length=19-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4" 3637 / 0 1231 / 0 B2, 2-1/2" 3460 / 0 1183 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start - End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 16 00-00-00 1 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 0 16 n\a 2 Smoothed Load (J4) Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 312 78 n\a 3 Floor Material Unf. Lin. (lb/ft) L 04-01-12 19-10-00 Top 32 8 n\a 4 Reaction from J8 Conc. Pt. (Ibs) L 04-02-10 04-02-10 Front 407 102 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 22644 ft-Ibs 60.6% 100% 1 09-08-10 End Shear 4164 Ibs 39.1% 100% 1 01-08-00 Total Load Deflection U361 (0.646") 66.5% n\a 1 09-11-04 Live Load Deflection U483 (0.482") 74.5% Ma 2 09-11-04 Max Defl. 0.646" 64.6% n\a 1 09-11-04 t�tttttorf� - Span / Depth 14.6 Wxttt - Bearing Supports Dim. (LxW) Value % Allow %Allow Support Member Material; No 047182 B1 Wall/Plate 4" x 3-1/2" 4868 Ibs n\a 46.4% Unspecified B2 Hanger 2-1/2" x 3-1/2" 4643 Ibs n\a 70.7% Hanger STATE of Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. 40015B 5828503D9C 3CA40E DE 7968 EO F9 arof ".m ns<xex<wx<rovrmfud^-s a.s maxo epumz,rf ua.ewm,. Pt (h:k.0<Td"Sf 6t tltrEitb3t&wfieD¢w .xAag l bNA.f. st"SfYa�. r�+vaci°nearmc�can�msi&artaae �rncama xM°c51W1iN&uturtsanm5ocrsxtWrosWb9a Ytle.'StnrtX Page 1 of 23 SBoise CascadeDouble 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP BM1 (Floor Beam) BC CALC® Member Report Dry 11 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member z-i b Fes- �d —s a c a V_ a minimum = 2" c = 6" b minimum = 3" d = 24" Calculated Side Load = 25.7 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 16d Common Nails Disclosure ` Use d Boi C Aa So. ` Qis subje be � ' ft �Ep a " License N yam"` Comple dg put must be red ipha rv�i by a qualified engihe F r appropriate exped,tQ amure. eauacv,.orior to evKmnce oxsuRaollRy Tor a pamcwar building ode4twfttaftesign-,1 * properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 2 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 PA SE J1 (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: - `'7- 0 6' 19.11-04 18-10-12 B1 B2 B3 Total Horizontal Product Length = 38-10-00 Reaction Summary (Down / Uplift) (lbs) BearingLive Dead Snow Wind Roof Live B 1, 2" 562 / 67 124 / 0 B2, 3-1/2" 1537 / 0 384 / 0 B3, 2" 537 / 83 113 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top 64 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2871 ft-Ibs 70.2% 100% 2 08-06-12 Neg. Moment -3625 ft-Ibs 88.6% 100% 1 19-11-04 End Reaction 686 Ibs 63.5% 100% 2 00-00-00 Int. Reaction 1921 Ibs 80.0% 100% 1 19-11-04 End Shear 673 Ibs 34.1 % 100% 2 00-02-00 Cont. Shear 964 Ibs 48.8% 100% 1 19-09-08 Hole #1 Shear 335 Ibs 51.8% 100% 5 04-11-12 Hole #2 Shear 223 Ibs 34.4% 100% 6 09-10-12 Hole #3 Shear 569 ibs 87.8% 100% 1 14-10-02 Hole #4 Shear 798 Ibs 94.3% 100% 1 21-09-04 Hole #5 Shear 338 Ibs 61.6% 100% 1 27-06-04 it �x� rarrr Hole #6 Shear 168 Ibs 30.6% 100% 14 31-05-00 Hole Load 6 35-00-12 ,t►°��* *3 Total Deflection U756 (0.315") 311.8% n a0% 2 09-05-04 �a� Live Load Deflection U886 (0.269") 54.2% n\a 19 09-06-104 t4b 047102 w Total Neg. Defl. U999 (-0.065") n\a n\a 2 26-03-02, Max Defl. 0.315" 31.5% n\a 2 09-05-04 STATE OF Span / Depth 14.9��, d «* or �O VO-?- Hole Location Valid �� R �".��• Hole Summary Center Elevation Ref. Height Width Shape Orientation ALA: H01 04-11-12 8" L 11" Circular Horizontal 40015° 5828 503DSC 3CA4MM 796E W F9 °^""°^^�°�•t°°°°°°°�_ RjA.:k.®<t1L'j CA [SSBa�sASutttDxvevdagf£ifMi H02 09-10-12 8" L 11" Circular Horizontal`" H03 14-10-02 8" L 11" Circular Horizontal`' H04 21-09-04 8" L 9" Circular Horizontal ` H05 27-06-04 8" L 12" Circular Horizontal H06 31-05-00 8" L 12" Circular Horizontal H07 35-00-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 686 Ibs 42.9% 63.5% TFL1716 B2 Wail/Plate 3-1/2" x 1-3/4" 1921 Ibs n\a 80.0% Unspecified Page 3 of 23 Boise Cascade Single 16" BCW 4500s-1.8 JI (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B3 Hanger 2" x 1-3/4" 650 Ibs 40.7% 60.2% TFL1716 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2) 10d x 1-1/2 joist nails.. Headerforthe hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Headerforthe hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. No 04°7102 Completdg ` rrfl'A6ou "input must be re44 &Le by a qualified engineer tr appropriate exp ltg�� p , ggyA9&prior to aPR6 l b 9W�J?AWO, on b u itd itigVo'de&aicepted'det§r e,v properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 4 of 23 (98oise Cascade Single 16" BCI® 4500s-1.8 PiC� J1A (Joist) BC CALCO Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 1 131 19-11-04 132 18-10-12 133 Total Horizontal Product Length = 38-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 562 / 79 121 / 0 B2, 3-1/2" 1717 / 0 429 / 0 B3, 2" 561 / 83 119 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top 64 16 n\a 2 Reaction from J8A Conc. Pt. (Ibs) L 23-06-06 23-06-06 Front 192 48 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2846 ft-Ibs 69.6% 100% 2 08-06-12 Neg. Moment -3923 ft-Ibs 95.9% 100% 1 19-11-04 End Reaction 683 Ibs 63.2% 100% 2 00-00-00 Int. Reaction 2146 Ibs 89.4% 100% 1 19-11-04 End Shear 670 Ibs 33.9% 100% 2 00-02-00 Cont. Shear 1143 Ibs 57.9% 100% 1 20-01-00 Hole #1 Shear 332 Ibs 51.3% 100% 5 04-11-12 Hole #2 Shear 226 Ibs 34.9% 100% 6 09-10-12 Hole #3 Shear 584 lbs 90.1 % 100% 1 14-10-02 $1sat1<ar#rj Hole #4 Shear 317 Ibs 57.8% 100% 11 27-06-04 �ea,�tMr� Hole #5 Shear 198 lbs 0 36.1 /0 0 100 /0 12 31-05-00 xrrKawa +S`` s• i �.°y�" II 4� Hole #6 Shear 407 Ibs 74.2% 100% 14 35-00-12 ". *. Total Load Deflection U765 (0.311 ") 31.4% n\a 2 09-04-08 :` 0418 Live Load Deflection U886 (0.269") 54.2% n\a 17 09-06-10 Total Neg. Defl. 11 U999 (-0.069) n\a n\a 3 13-05-05 �'CE OF Max Defl. 0.311" 31.1°/D n1a 2 09-04-08 .•�'' �°+� ""� �� N Span / Depth 14.9 SC Fi Hole Location Valid�'�'» sty Hole Summary Center Elevation Ref. Height Width Shape Orientation 40015658I85DSDSCBCh1DEDE798BEOF9 •u««"rs�^- H01 04-11-12 8" L 11" Circular Horizontal IcnG H02 09-10-12 8" L 11" Circular Horizontal'"°°"'""$$'d sM D,n'Y4U2mARanraXtsm<a6nr_xat 6+wrffnEwugsluimeue H03 14-10-02 8" L 11" Circular Horizontal H04 27-06-04 8" L A2" Circular Horizontal H05 31-05-00 8" L 12" Circular Horizontal H06 35-00-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 683 Ibs 42.7% 63.2% TFL1716 B2 Wall/Plate 3-1/2" x 1-3/4" 2146 Ibs n\a 89.4% Unspecified Page 5 of 23 zBolse casclade Single 16" 13=4500s-1.8 J1A (Joist) BC CALC@ Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B3 Hanger 2" x 1-3/4" 681 Ibs ' 42.5% 62.9% TFL1716 BC FloorValue® Summary BC FloorValue®: _ 3 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC@ analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 047102 Use must be qualified )r to N 1-4 appligp49A4 b i id4 d Mg, buitdIw�W�OdeAaecepted'de"-r�mranx prop roes and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJST°', ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 6 of 23 0Boise cascade Single 16" BCI® 4500s-1.8 SASSED J2 (Joist) BC CALCO Member Report Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 19-11-14 131 B2 Total Horizontal Product Length=19-11-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" B2, 3-1/2" 636/0 159/0 644/0 161 /0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 19-11-14 Top 64 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3864 ft-Ibs 94.5% 100% 1 09-11-07 End Reaction 795 Ibs 73.5% 100% 1 00-00-00 End Shear 781 Ibs 39.6% 100% 1 00-02-00 Hole#1 Shear 435lbs 67.1% 100% 3 04-11-12 Hole #2 Shear 159 Ibs 24.5% 100% 5 09-10-12 Hole #3 Shear 432 Ibs 66.7% 100% 6 14-10-02 Total Load Deflection U530 (0.445") 45.3% n\a 1 09-11-07 Live Load Deflection U663 (0.356") 72.5% n\a 8 09-11-07 Max Defl. 0.445" 44.5% n\a 1 09-11-07 Span / Depth 14.7 Hole Location Valid �N�tdal�Yastotoji Hole Summary Center Elevation Ref. Height Width Shape Orientation'►'�'1�e �4,p ��i114k96yil� g�. H01 04-11-12 8" L ill,Circular Horizontal AR`, H02 09-10-12 8" L ill,Circular Horizontal .; Jol 114718 H03 14-10-02 8" L 11" Circular Horizontal % Allow % Allow STATE OF Bearing Supports Dim. (LxW) Value Support Member Material , •, - 4X°e:, Bl Hanger 2" x /7D/D B2 Wall/Plate 3-1/2" x1 3/4" ` 8051bs n a54.5% Unspecified .40015B 5628 SD3D9C 3CMDEM 7968 EO F9 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail ,. !'i'R!4df.S�Cld Ud3CttS'rCAt9tGCCtIDR9f$M89 LgflkC.�SCSUd Minimum Enhanced Premium Subfloor Rating: Enhanced_^<«�=�ms",d� Controlling Location: 09-11-03 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2)10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Page 7 of 23 Boise Cascade Single 16" 13= 4500s-1.8 S � J2 (Joist) BC CALC® Member Report Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L1240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Use subi must be re%4AkI1 u`i&!N tie by a qualified engines V{gr appropriate expo"@§Nyg �A ggyA96 prior to jQgLWPj0M%t on buitding,bode eeptedbditign,vd- properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueB , VERSA -LAM®, VERSA -RIM PLUS®, Page 8 of 23 Boise Cascade OEM Single 16" BCI® 4500s-1.8 J3 (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 17-08-00 131 132 Total Horizontal Product Length=17-08-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 578 / 0 142 / 0 B2, 2" 570 / 0 140 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 17-08-00 Top 65 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3042 ft-Ibs 74.4% 100% 1 08-10-12 End Reaction 710 Ibs 65.7% 100% 1 17-08-00 End Shear 697 Ibs 35.3% 100% 1 00-03-08 Hole #1 Shear 380 Ibs 69.3% 100% 3 04-07-13 Hole #2 Shear 146 Ibs 22.6% 100% 4 09-00-02 Hole #3 Shear 391 Ibs 71.3% 100% 6 13-03-11 Total Load Deflection U764 (0.272") 31.4% n\a 1 08-10-12 Live Load Deflection U952 (0.218") 50.4% n\a 8 08-10-12 Max Defl. 0.272" 27.2% n\a 1 08-10-12 Span / Depth 13.0 Hole Location Valid - Hole _ Summary Center Elevation Ref. Height Width Shape Orientation �� ql'*..i H01 04-07-13 8" L 12" Circular Horizontal 0;4410, H02 09-00-02 8" L 11" Circular Horizontal No 0411102 H03 13-03-11 8" L 12" Circular Horizontal i % Allow % Allow + ' + OF s qy Bearing Supports Dim. (LxW) Value Support Member Materiali�+es Unspecified B2 Hanger 2" x?-3/4"3/4" 710 Ibs 44.4°/D 65.7%D TFLp716 BC FloorValue@ Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-10-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam G0015B 582B 009t XMDEDE 745E ED F9 eatsx„ uc e+71W entba@imsdn.maDase.ss+da�r .zh� >K rma r¢!ittse�waruam®eEareaa rabsyraaOWMIM ;cn4ST¢S t.: 43enrssnau,soSar tW wWcd--JMmuerac Page 9 of 23 013oise Cascade Single 16" BCI® 4500s-1.8 J3 (Joist) Y BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 4 must be qualified exp.tg to aPRE!£d�,ulBLd,E� on buiteflT�g�ndeeptedtrde'Sig properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValueO , VERSA-IAM®, VERSA -RIM PLUS®, Page 10 of 23 019� (98oise Cascade Single 16" BCI® 4500s-1.8E� J3A (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: , 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: I B1 17-08-00 Total Horizontal Product Length=17-08-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 863 / 0 214 / 0 B2, 2" 609 / 0 150 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 17-08-00 Top 65 16 n\a 2 Reaction from J8 Conc. Pt. (Ibs) L 02-03-10 02-03-10 Front 323 81 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3476 ft-Ibs 85.0% 100% 1 08-03-07 End Reaction 1076 Ibs 73.0% 100% 1 00-00-00 End Shear 1053 Ibs 53.3% 100% 1 00-03-08 Hole #1 Shear 371 Ibs 67.6% 100% 3 04-07-13 Hole #2 Shear 195 Ibs 30.1 % 100% 4 09-00-02 Hole #3 Shear 440 Ibs 80.1 % 100% 6 13-03-11 Total Load Deflection U659 (0.316") 36.4% n\a 1 08-08-06 Live Load Deflection U821 (0.253") 58.5% n\a 8 08-08-06 Max Defl. 0.316" 31.6% n\a 1 08-08-06 Span / Depth 13.0 Hole Location Valid �0�ttto`ettpeyra Hole Summary Center Elevation Ref. Height Width Shape Orientation'` Idb 04918 p� H01 04-07-13 8" L 12" Circular Horizontal H02 09-00-02 8" L 1 T. Circular Horizontal m H03 13-03-11 8" L 12" Circular Horizontal * STATE OF C'`:A, » e ` c4ORc0 �y'*" % Allow %Allover,.'± Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 3-1/2" x 1-3/4" 1076 Ibs Me 73.0% Unspecified s 1 as B2 Hanger 2" x 1-3/4" 759 Ibs 47.4% 70.2% TFL1716 eve 01 SB SBZd SD9D9C 3CA80EDE 795°E°F4 "em,a„w�aesumna<ssy. �ma wanepu�,m unerer, esttx..3A 8a7fa13 u+csac�sca"o�y+.sa3g a �a.f semen aatazntMa, BC FloorValue® Summary2e` BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-10-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Page 11 of 23 *Boise CascadeWl� Single 16" BCI® 4500s-1.8 J3A (Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. tdcs'..ti?5798. u re must be qualified to aPA1lf n,,jhM 4(pW,A f j0p on buitd119�cOde'�aZ=+Cepted�dESi�na^va properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 12 of 23 Boise cascade Single 16" BCI® 4500s-1.8 PASSE BC CALL® Member Report Build 7133 Job name: 4EHB-Hayden Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 J4 (Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed File name: 4EHB-Hayden Description: Specifier: Designer: Company: 15-01-00 Total Horizontal Product Length=15-01-00 March 28, 2019 11:18:35 B2 Reaction Summary (Down / Uplift) (Ibs) _Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 608 / 0 152 / 0 B2, 2" 598 / 0 150 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-01-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2720 ft-Ibs 66.5% 100% 1 07-07-04 End Reaction 748 Ibs 69.2% 100% 1 15-01-00 End Shear 731 Ibs 37.0% 100% 1 00-03-08 Hole#1 Shear 417lbs 76.1% 100% 3 03-09-04 Hole #2 Shear 151 Ibs 27.6% 100% 4 07-08-00 Hole #3Shear 407lbs 74.2% 100% 6 11-03-12 Total Load Deflection U963 (0.184") 24.9% n\a 1 07-07-04 Live Load Deflection U1204 (0.147") 39.9% n\a 8 07-07-04 Max Defl. 0.184" 18.4% n\a 1 07-07-04 Span / Depth 11.1 Hole Location Valid • Hole Summary Center Elevation Ref. Height Width Shape Orientation `0tt16191fftf¢t s; ' MAC ql .0 H01 03-09-04 8" L 12" Circular Horizontal + r •�xaswcswsa,. S'yEse •;,r H02 07-08-00 8" L 12" Circular Horizontal ` No 047162 =� H03 11-03-12 8" L 12" Circular Horizontal t1C." % Allow % Allow, �. S ATE F 1 Bearing Supports Dim. (LxW) Value Support Member Material �� •.;+" '' r,�r B1 Hanger 3-1/2" x 7 010 62 Hanger 2" x 1' 3/4"3/4" 748 Ibs 46.7% 69.2% TFL1716 BC FloorValue@ Summary BC FloorValue®: RNWANMINM Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-04 Cautions Hanger THF17157 requires (24)10d face nails, (2) 10d x 1-1/2 joist nails. Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2) 10d x 1-112. joist nails. Header for the hanger THF17157 is a Double 1-3/4" x 16" LVL beam Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam 4001 SB 5828 503D9C 3C WSDEDE 7963 EO E9 =w "am a,. n.�n e+Tm«a Saar me.wxa oir wuw.� wrtwaw D�=Y$u,¢s#=kitlsiv°0.L7D1sA aeam=�n�=e.ua�w awdw�H4 Page 13 of 23 013olseCascade Single 16" BCI® 4500s-1.8 PASSE A (Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. W must be reVie—ytt�ttredby a qualified engineer rAi sr appropriate exp,�Aitg,@Myy& ggyM&pr16r to an niel in asush�vt a eve u iiifyo-r aar(icular aPRll4dku4 gl[i�)?�a on builditvgw�odeu ecepted'def ign-11 properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue@ , VERSA -LAW, VERSA -RIM PLUS@ , Page 14 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 SE J5 (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 777171,, 15-02-12 J8A B2 Total Horizontal Product Length=15-02-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J8A, 2" 525 / 0 129 / 0 B2, 2" 525 / 0 129 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-02-12 Top 69 17 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2425 ft-Ibs 59.3% 100% 1 07-07-08 End Reaction 655 Ibs 60.6% 100% 1 00-00-00 End Shear 641 Ibs 32.4% 100% 1 00-02-00 Hole #1 Shear 351 Ibs 64.0% 100% 3 03-11-00 Hole #2 Shear 140 Ibs 25.5% 100% 4 07-09-12 Hole #3 Shear 361 Ibs 65.9% 100% 6 11-05-08 Total Load Deflection U1066 (0.169") 22.5% n\a 1 07-07-08 Live Load Deflection U1329 (0.136") 36.1 % n\a 8 07-07-08 Max Defl. 0.169" 16.9% n\a 1 07-07-08 Span / Depth 11.3 Hole Location Valid • Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 03-11-00 8" L 12" Circular Horizontalw°�`,•^E'.''*'�, • H02 07-09-12 8" I.. 12" Circular Horizontal No 04g1$2 H03 11-05-08 8" L 12" Circular Horizontal % Allow % Allow STATE OF r'4- , �a.c�`•: Bearing Supports Dim. (LxW) Value Support Member Material 0 V,. A 44404*- B2Hanger 2" x 1-3/4" 655 Ibs 40.9% 60.6% TFL1716®��'�*/ BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-06 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam z00158 5613 5D3DSC3CA40E0E 7463 E0 F@ arnII t!n SwLi x9ID<nrYr:3cn <oee rst fm.,mcn m ur m�cwsc ccsKs. Page 15 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 J5 (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP StructuralConnectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disc 0sure Use: Q boi C , pa So his subject ibe � tErld' "r Lice s Comple ricT put must be re; irh tee by a qualified engine% r appropriate expedtQaMwre;.sAdjj�44k' m.prior to app11 6 ,T pAAp,p, .4,bpAfA on butng�tcrdeuat:ceptedd�� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTB , BC RIM BOARDTm, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS® , Page 16 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 �lD J6 (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: -; 7 B1 15-03-06 Total Horizontal Product Length=15-03-06 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2-3/8" 612 / 0 153 / 0 B2, 2" 610/0 152/0 Load Summary Live 'Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-06 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2828 ft-Ibs 69.1 % 100% 1 07-07-12 End Reaction 762 lbs 70.5% 100% 1 15-0-06 End Shear 746 Ibs 37.8% 100% 1 00-02-06 Hole #1 Shear 408 Ibs 74.3% 100% 3 03-11-10 Hole #2 Shear 163 Ibs 29.7% 100% 4 07-10-06 Hole #3 Shear 421 Ibs 76.8% 100% 6 11-06-02 Total Load Deflection U913 (0.198") 26.3% n\a 1 07-07-12 Live Load Deflection U1142 (0.158") 42.0% n\a 8 07-07-12 Max Defl. 0.198" 19.8% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid • Hole Summary Center Elevation Ref. Height Width Shape Orientationv01 0� - MAIIj !k H01 03-11-10 8" L 12" Circular Horizontal ,�+�,$E H02 07-10-06 8" L 12" Circular Horizontal ;" Nd C47102 H03 11-06-02 8" L 12" Circular Horizontal = g' % Allow % Allow STATC OF : 4✓ Bearing Supports Dim. (LxW) Value Support Member Material �p�a+"•.y4;+*,`•�' B2 Hanger 2"x$-3/4"3/411 2" 7621bs 47.7% 70.5%% TFLUnspecified 716 BC FloorValue@ Summary BC FloorValue®: aSUR111111101111111 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-14 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam tO15056 5D3D9CXAODEDE=E0F5 map an.wtcmeaaycgnu mf uaxa epwawf urvtee; Pd jK,tiG tl.716Yi N"d2YbitdvridWw eMBDj iSNM1•Y �i.inFYlffiy1L18. PfPbffiSSC¢vYY oY U$S 6GZLa'd&fii ffid 3HIt 4Ch°.F�°af&$ *3�3'itL' Z"E fFYL°0 onarec w�d�nm<ma,ek�sastl,�,sY how�oatcn�rrtcctraK Page 17 of 23 81poise Cascade Single 16" BCI® 4500s-1.8 A (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. No 047102 ure must be qualified to appolgWAon b u itd l"g`todeyaMeoted'ie'tign^"f "° properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUSO , Page 18 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 E J7 (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: J8 15-03-08 Total Horizontal Product Length=15-03-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J8, 2" 551 / 0 138 / 0 B2, 2" 551 / 0 13810 B2 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-08 Top 72 18 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2559 ft-Ibs 62.6% 100% 1 07-08-00 End Reaction 688'hs 63.6% 100% 1 00-00-00 End Shear 673 Ibs 34.1 % 100% 1 00-02-00 Hole #1 Shear 193 Ibs 29.8% 100% 3 06-07-10 Hole #2 Shear 339 Ibs 61.8% 100% 4 10-11-03 Total Load Deflection U1007 (0.18") 23.8% Me 1 07-08-00 Live Load Deflection U1259 (0.144") 38.1 % n\a 6 07-08-00 Max Defl. 0.18" 18.0% Me 1 07-08-00 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation si�i�i0ii8iifi H01 06-07-10 8" L 11" Circular Horizontal *�`��`�L ,;' H02 10-11-03 8" L 12" Circular Horizontal��'EN°"moo No 04?182 + %Allow %Allow Bearing Supports Dim. (LxW) Value support Member Material'. J8 Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716 3, STATE 4F ;* B2 Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716.�,.'-fit BC FloorValue@ Summary BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist Header for the hanger TFL1716 is a Single 2-1/2" x 16" I joist 40015B58285DSD9C3CA40EDE796BEOF9 ttw tsamoax.o.anawcramtwyxgrramauama fatauua�wrou; e1 t". c;c om uI w tln eaw aeawn aD¢ee usr4 a s;axl ♦Sffi6@&tTkf°d3€tYASCRMatB"a/t#.9E&4a$'Yv�i@@C @n9 SF � fM°aS53Sau/Lmistt¢nsaS@mha@Ex attlblb +Ydnftt K GF�Hf. Page 19 of 23 08oise cascade Single 16" BCI® 4500s-1.8 R (Joist) . BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be reMe)WfiN Ee te'tf by a qualified engines t r appropriate excert.toassure. a eauacu—oriorto aPREl VA, TftQWRAA@Mj"pWAon b u'rtdfng�odesat�cepted�detigrr°� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAW), VERSA -RIM PLUS@ , Page 20 of 23 ffil� (90oise Single 16" BCI® 4500s-1.8 �SS� J8 (Joist) BC CALC® Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 9 I: : 1 : : : : : : : : 1 : I V . . . . . J3A 03-04-08 Total Horizontal Product Length = 03-04-08 BM1 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J3A, 2" 323 / 0 81 / 0 BM1, 2" 407 / 0 102 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft2) L 00-00-00 03-04-08 Top 40 10 16 2 Reaction from J7 Conc. Pt. (Ibs) L 01-11-02 01-11-02 Front 550 138 Me Controls Summary Value %Allowable Duration Case Location Pos. Moment 614 ft-Ibs 15.0% 100% 1 01-11-02 End Reaction 509lbs 47.1% 100% 1 03-04-08 End Shear 498 Ibs 25.2% 100% 1 03-02-08 Total Load Deflection U999 (0.008") n\a n\a 1 01-11-02 Live Load Deflection U999 (0.006") n\a n\a 2 01-11-02 Max Defl. 0.008" n\a n\a 1 01-11-02 Span / Depth 2.4 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material BM1 Hanger 2" x 1-3/4" 509 Ibs 31.8% 47.1%D TFL1716 ��i -tZ! "0 No 0471$ `. BC FloorValue® Summary BC FloorValue@: waiiiiiiiiiiii Subfloor: 3/4" OSB, Glue + Nail, Minimum Enhanced Premium Subfloor Rating: Premium`. STATE OF Controlling Location: 00-01-04 �•, . Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist 40015E 58285D3D9C3CA4DE DE 7966 ED F9 RC �R. Jf.0s7181i N CS4 �3G4Nasrt2�¢sx mY� iSMA-f YuffiMtR)iN+1CM4. rnnmacag�sc� uasu�amznt ncsse�ua3iesaa 4 ors croskc Page 21 of 23 Boise cascade No= Single 16" BCI® 4500s-1.8 J8 (Joist) =-:=;u BC CALC® Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be n6vvileWfi �u & e te8 by a qualified engine fr appropriate expg tgo§N! � A ggy9y,Fpriorto an)+�nearel I uchvw eMas"�•� ev ` �°R0 ' ui a° ii r o-� Ia icular aPR(lQPrwsS?l�?iiai on WHIM eagecepted�rleSiymn properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS® , Page 22 of 23 0Boise cascade Single 16" BCI® 4500s-1.8 A�SEI� J8A (Joist) BC CALC@ Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: J1A 9 F' . . . . . . . . . . . . . . . . . . � 02-01-08 Total Horizontal Product Length = 02-01-08 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J1A, 2" 192 / 0 4810 B2, 4" 446 / 0 110 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ftZ) L 00-00-00 02-01-08 Top 40 10 16 2 Reaction from J5 Cone. Pt. (Ibs) L 01-04-10 01-04-10 Front 525 129 n\a Controls Summary Value % Allowable Duration Case Lacation Pos. Moment 244 ft-Ibs 6.0% 100% 1 01-04-10 End Reaction 556lbs 37.7% 100% 1 02-01-08 End Shear 534 Ibs 27.0% 100% 1 01-09-08 Total Load Deflection U999 (0.003") n\a n\a 1 01-04-10 Live Load Deflection U999 (0.002") n\a n\a 2 01-04-10 Max Defl. 0.003" n\a n\a 1 01-04-10 Span / Depth 1.3 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material JIA Hanger 2" x 0% B2 Wall/Plate 4" x 1-3/4" 556 Ibs n a 37.7% Unspecified BC FloorValue@ Summary If' 44718 BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Di c `Osure Minimum Enhanced Premium Subfloor Rating: Premium Use g Boi C sca So'. Controlling Location: 01-01-00 su bje �. �t,e ,`.f tE� T ent (Rl1F A"W. must be reVlp,�fiM&Ve cTby a Cautions qualified engineer " t %fir appropriate Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. exp%ltgq,@pMI;9 a 4 ,,prior to Header for the hanger TFL1716 is a Single 1-3/4" x 16" I -joist anyeotnn.exarvelyauchro u�a uNas a IV., eviaenc .0TdSU¢aowry Tor a parucuiar appJl0VAJhMWpgAqa1,0AVA on Notes buffdlnglcode aceepted°desigm y Design meets Code minimum (U240) Total load deflection criteria. properties and analysis methods. Installation of Boise Cascade Design meets User specified (U480) Live load deflection criteria. engineered wood products must be in Design meets arbitrary (1 ") Maximum Total load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes. To Hanger Manufacturer: USP Structural Connectors obtain Installation Guide ask questions, please call (800)232-0788 BC CALC® analysis is based on IBC 2009. before installation. Composite El value based on,3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. BC CALC®, BC FRAMER®, - ALLJOIST@ , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 23 of 23 e a Gable Stud Reinforcerient Detail, AS'CE 7-101 160 mph Wind Speed; 15' Mean Height, Enclosed, Exposure G, Kzt = 1.00 Or+ 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,>.15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, IPA mnh 1 inn CnPad. 15"'Mann Holnht. Pnn+.lull. Fnrldsad. Fymnsure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L• Brace w (2) 2x4 'L' Brace xei <0 2x6 •L• Brace .T (2) 2x6'L' Brace. . Group A Group B Group A Group B Group A Group B. Group A Group 'B Group A Group B [- #1 / #2 3' to, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14, o, 14' 0' lJ. _ 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' ' Stud' 3' 8' .. 5' 91_ 6' V 7' 8' 7' 11' 9' 11 9' 6' 2` 0' 12' 6' 14' 01 14' 0' , Q' F Standard 3' 8' 4' 11' 5'3' 6' 7' T t' 8` 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 0J #1 4' 0' 6' 81i 6' 11' 7' 10, 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' to, 6. 7' 6' 10' 7' '91 8' 1' • 9' 3' 1 9' 7' t2' 2' t2' 8' 14' 0' 1 14' 0' d N D L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' .5' 9' 2' 9' 7' to, Ill it, 8' 14' 0' 14' 0' stud 3' 9' 5' 3' 5' 7' 6' Ill 7' 5' 9' 2' 9' 7' to, 11' IS' e' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 21 6' 7' 8' 4" e' il' 9' 8' 10' 4' 13 1' 14' 0' U 01 / #2 4' 5' 7'. 6' 7' 9' e' 10, 9' 3' t0' 7' it, '0, 13' 1t' 14' 0' 14' '0' 14, 0" C S P r #3 4' 2' 71,11 7' 9' 8' 9' 9' 1' to, 5' _ 10, 10, 13' 9' 14' 0' 14'- O' 14' 0' U Stud 4' 2' 7"1' 7'' 6' 8' 9' 9' 1' 10, 5' 10, 10, 13, 9' 14' 0' If, .0' 14' Ol- Q H F f ' I Standard 4' 2' 6' 1' 6' 5' e, V 8' 8' 10, 5' SO' 10' 12, 8' 13' 71 14' 0' 14' 0' #1 4' 7' 7' 71- 7' 11' 9'.0' 9` 4' 10, 8' 11' 1' d4' 0' 14' 0' 14 0' l4' 0' S P #2 4' 5' 7' 6f 7' 9• 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14, 0' �:. #3 4' 4' 6' S` 6' 10' '8 6' 9' 1' 10' 6" 10° 11' 13' 4 . Y4' 0' .. 14' 0' 14' 0' D P L Stud 4' 4' 6' 5' 6' 10' B' 6' `. 9' 1' 10, 6' 10, 11' 131.41 14' 01 14' 0' _ 14' 0' Standard 4' 2' _ 5' 8' 6' 0' 7' 6" 8' 0' 10' 2' 10' 10' Ill 10' 12' 7' '14' 0' 14' 0' #1 / #2 4" 101. 8' 3' 81' 7' 9.' 9' 10' 2.' 10' 7' 12' 1' 14' 0' 14''0'' 14' 0' 14'`0' Ci S P F #3 4' 7' 8' 2' 8' 5' 9' of 10' o' it, 6' 12' 0' 14' 0''. 14' 0- 14' 0' 14' 0' UU i I(� Stud 4' 7' 8' 2' B' S' 9' 8' 101.01 it, 6'. 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X. _ r Standard 4' 7' 7' 0" 7' 5' '9' 4': 10' 0' 11' 6'. 12' 0' 1{'.b' 14' 0'. 14' 0' 14' 0' #1. 5'.1' 8' 5' 8' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0` 14' 0' 14' 0' S P #2 4' 10' . B' 3' 8' 7' 91_91. 10' 2' 11' 7' 12' 1' 14' 0' 14', 0' 14' 0' 14' 0'. #3 4' 9' 7' 4' 7' 10' 9' B. 10' 1' 11' 7= 12, 0' '14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' .10' 9' 8' 10, 1' 11' :7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0` Standard 4. 7' 61 6' 61' 11' 8' 8' 9' 3' 11' 61. 121,01 13' 7' 14' 0' 1 141 0' 14' 0.' able Truss ' Diagonal brace option, -1- - - vertical length may be doubled when diagonal i8' brace is used Connect I L diagonal. brace for,600# 'L' at each end. Max web I- Brace total length Is 14'. - - .2x6 DF-L#2 or - better dlagonaf r Vertical length shown brocel single 8, - in'toble above. .or double cut. 1 I L 1.• .45' (as shown) at .. upper end. ontinuouS 'Be aring ow '$In, ". Connect tliagonot at midpoint of vertical web. '' Refer to chart qk 1, A above for 6 tk#oii —VARNINGIe READ AND FUUMV ALL NDTES Q! TNIS DRAVD80 ..D&62TANTe FURNISH THIS ➢RAVING To ALL' CONTPACTDRs Da1LDW TW BSTALLM. _ . �`` P \GEdVS Trusses ,¢gain`s extrene care In. fabricating, hwndMg, shipPing, hstalung and bracing RBferW. to and fouow the latest edition of (Dultlin9 Component Safety, Information, by TPI and SECA) for+.,safety ' ,HCSI practices prior to perfor"Ing these functions. Instolters i Wl provide t¢mporary bracir.g per PCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord A' - r, shall have a Properly attached Npld %Wng. Locations shown for Permanent lateral restroht of webs,. face d f7 .1. 1i1 ILl�tut_J�liL1j B7 or B10, as ap a 1. 8. Apply Wales to each installed per BCSI sections the snail have and of truss obr P,oshtiw as thorn above and an 43, 7 ar RIO, as rnl¢ss not¢d otherwise. position iR I'! OF Refer, to dro:hgs 16OA72 For standard plate posmlonS. �� '. AM r11N ocimmw Alpine, division of ITV guitding'Canponent Group Inc shalt not be resyonabW for any d-latim from fdture to 1KA&d the 11u5s In conforrwnce with ANSI/TPl 1, or for handling, shlp*o, tNs drawing, any nstatlation & bracing of trusses, A seat ran this droving or, -v page ➢shag this drawing, trdicates acceptance of PrpfeSBarwt erglneerwg t�yy solely for the design shnwn. The sultaheity aM use of, this drawing �44"fVWN Dnve Onve far on strue� tl+e reapan�+91ty of the Du4dng Designer per ANSLTPI I Seel y ri(y ids"??93fAx1z!hai�.ttl �3389 LalioTronl sM City. Mo l For wre Information see +JUs ,Job's general notes page and these nett sites ALPINE rllrAlpinenv,eoml TPU wrr.tWhstArg) SBCeu wrw:sbeMdustry.ongi Imo+ xwteesafearg 0 Bracing Group Species ;and Grades, Group At S nice -Pine -Fir Hen-Flr #1 / q2 .Standard --#2 __Stud 03 1 Stud #3 Standard Do u las Flr-Larch Southern Pinehewx #3 #3 Stud Stud .Standard _.Standard Group Bt Hen -Fir #1 & Btr #1 Dou las Flr-Larch Southern Pthexw. #1 p1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). a*.For 1x4 So. Pine use only Industrial 55' or Industrial 45 Stress -Rated Boards. Group B 'values may a .be .used "with these grades.. Gable Truss Detail Notes, wind. Load 'deflection criterion Is L/240, Provide uplift connections, for 75 pill over continuous. bearing (5 psf TC Dead Load). Gable end supports load. from -4' 0' outtookers with 2' 0' overhang, or 12' plywood overhaTig, Attach 'L' braces with lOd (O.I28'x3.0' ruin) naps. )K, For (1) 'L' bracer space nulls at 2' o.c. In IS' end, zones and 4' o.c. between zones. )i )Wbr (2) 'L• bracesi space Halts at 3' p,c. .In 'I8, end zone"s nhd: b' o.c, between zones, It? bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertical Lennth No S llce Less than 4' 0'- 2X3 Greater than 4' 0', but 3X4 less than .11' r6' Greater than It' 6' 4X4 '+ Refer to common truss design for peak, splke, and heel plates. Refer to the Building ➢ee:igner for conditions not addressed by this. detail. REF ASCE7-10-GA1316015 DATE 10/01/14 DRWG A160,15ENC101014 TOT, LD, 60 PSF SPACING 24,0' Gable Stud Reinforcement Detall ASCE 7-101 160 mph Wind Speed, 30 Mean Height, Enclosed, Exposure C, Kzt = 1.00 13rr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOD Or, 140 mph Wind Speed, 30' Mean Helght, Enclosed, Exposure D, Kzt = SOO Ori 120 moh Wind Sneed. qn' Mean Hninht. Partially Fnrinand. Fvnnsur-o n. W7+ = i.nn S , 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 `L' Brace x C17 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 +> #1 / #2 3' S. 6' 3' 6' 6' 7' 5' 7' 8' B' 9' 9' 2' 11' T 12' 0' 13' 9+ 14' 0' - S P F 03 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 81.81 9' i' 11' 31, 11' 11' 13' 7' 14' 0' , U Li P Stud 3' 6' 5' 4' S' 8' T 2' 7' 7' 8' 8' 9' if 11'" 2' it, 11' 13' 7' i4' 0' Standard 3' 6' 1 4' .7' 4' It' 1 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14` 0' #1 3' to, 6' 4' 6' 7' 1 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12' 2' 13' 11'' 14' 0' —� S P #2 3' B'. 6' 1' 6' 6' 7' 5' 7' 8' 9' 9' 9' 2' 11' 7' 12, 0' 13' 9' 1 14' 0' 0i D F L 03 3" 7' 4' 10' 5' 2''1 6' 5' 6' it, 8' 9' 9' 1' to, 1' 10, 10, 13' 8' 1 141 0' Stud 3' 7' 4' "10' 5' '2' 6' 5' 6' II' 8' 9' 9' 1' to, 1' '10, 10, 13' 8' 1 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' It, 9' 7' 12, 2' 13` 0' U __ #1 / #2 4' 2' 7' 2' 7' ;5' 8' 5' 8' 9' 10, 1' to, 6' _ 13, 3' 13' .9' 14' 9'' 14, 0' :p _ S P F #3 4' "0' 6' 7' 7' 5' 8' 4' 8', B' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U O 1 H F Stud 4' 0' 6' 7' 7' "0' 8' 4' 8' e, 9' 11' _ a0' 4' 13' 1' 13' 7' 14' Of 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' to' '4' `. " it, to, 12' 8' 14' 0' W.V. . #1 4' 5'. 7' 3' 7i.G6 8' 7' B' 11• 10' 2' 40' 7' 13' 51 13, it, 14' 0, 14' 0' S P 02 4' 2" 7' 2'" 7' S' 8' 5' 8' 9' 10, 1', to, 6' 13' 3' 13' 9' 14' 0' .14', 0' #3 4' V 5' 11' 6' 4' 7' 11' a' 5' 10, 01 10, 5' 12' 5' 13' 31' 14' 0' 14' 0' D F L Stud 4' 1' 5' it, 6' 4' 7' 11' 8' S' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0'" —' Standard 4' 0' 5' 3' 5' 7' 7'" 0' 7' 6' 9' 5' " . 10' 2' _ .11' 0' it, 9' 14' 0' 14, 0' CS S P F " #1 / #2 4' 8' 7' it, B' 2' 9' 4' 9' 81" 10, 1' Ill 61 14' 0' 14' 0'' 14' 0' 14' 0'' #3 4' 5' 7' 7' 8'.1' 9' 2' 9' 6' 10' 11' It' 5' 14' 0' 0' 14' 0' 14' 0' U H F Stud W, 5` 7' 7' B' 1' " 9' 2' 9' 6' to, Ill 11' 5' 14' 0' -14' 141. 0' 141, 0' _- 14' 0' X 0 f 1 standard _ 4' 5' 6' 6' 6' It- 8' 8` 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' E#1 4' to' e' 0' 8'3'9' 5' 9' 9' 11' 2' 11, e' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' e' "7' ii' 8'2'9' 4' 9' 8' Il' 1' lY 6' 14'0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9'1'9' 7' 11' 0' 11` 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' B' 9' V 9' 7' Ill 0' 11' 6' 14' 0' 14' O' 14' 0' 14' 0' Standard 4' S' 6' i' 6' :5• e' V 8' 7' 10' 11' 11' 5' 12, e' 13' 7' 14' "0' 14' 0' Diagonal brace 'option vertical length any be doubled when diagonal brace Is used, Connect 'diagonal brace for 690# at each end. .Max web total length Is 14j Vertical length .shown In table above. dlagonal at of vert:cat 1 �11 AN ITW WWA�NY 13389 Lakefront Deive Earih City, o 63045 Truss its. jK -L' L -� I Br ce 3iE31E 2x6 DF-L #2 or better diagonal. T 1 braeel single B; or double 'cut. 45' (as shown) at L 1 upper end. u ontlnuous Benr Refer to chart above, for max g69b Yllulr 80l .... vVAWMlRa RFAD AND F^'_ LUV ALL NOTES ON TIM BRAWIHM .. w.WMTANTTHIS BRAVSNG TO All CRITRACTORS e1CU)BING THE DISTALIERS.. vsses rtquVeextreme care In fabricating, handling, shIppina,. installing and bracing• Refer to and n the latest 'edition of SCSI (Bdttling ranponent ScFety Information, by TPI and SBCA) Par safety �o�� \�.. :dces pdar to performing they¢ functions. Installers shall provide temporary brodng per BCSI. ss noted,otherelse, top chord shot( have properly attachedstructural sheatdng and bottom chord z No t have A property attached d cell4+g. locations shorn for pernonent lateral restraint of eb5 t have bracing installed per ST secaons B3, B7 or Bia, as opplirable. APP? plates to each face rr" ,puss and ppoosition as shorn above and on the Joint Details, unless noted otherwise. -_ ,r to d damps 160A-Z for st—dare( plate positions. Weie, a division of ITV Bwldli+g Components Group Inc shalt not be responsn"'for any deviation Fran ' AT.E OF ' drnwhg, any Wure to build the truss In con ornance with ANSI/TPI 1, or for hbni ting., shppina, tilatlon 6 bracing of trusses. + .Q seat on this drawing or cover page listing this drawing,. Bndcates acceptance of professional Q ri �.. -. w—INrespatsarRity, solely far the desigt shorn, The sultobNity and use of this wing f"1 ih any s ugture Is the r'espgnsliAty•ol' the Bkddtrp Ilesllpw:r per ANS1/TPI 1 SecZ For more Information see this ,s pb'general notes page omd these web sites, jS ALPINLI wwr atpineltw.con) TPB. www.tpwlst,orgr SBCM rww.sbcpdustry-01W.ww10ccsnfo.omg. 0 Bracing- Group Species and Grades, Group AI S ruts-Plne-Fir Hen-Flr #1'/-#2-Standard1 #2 rd Stud... #3 Stud #3 Stud Dou 14, Fir -Larch Southern Pinewam #3 StN3 Stud ud Standartl Standard Group Et Hen -Fir #! 8 Btr #1 Dou las Fir -Larch Southern Pinesax Ol #1- #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). ■.For Ix4 So. Pine use only, ustr or Industrial 45 Stress -Rated Boards. Group 8 values Maly be used with these. rades, 11 Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous- bearing (5 psf T.0 Dead Load), Gable .end supports load from 4' 0' outlookers with 2' 0' overhang, — 12' plywood overhang Attach 'L' braces with 10d (0.128'4.0' min) nags. " For W 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. X )KFor (2) 'L• braces- space malls at 3'.o.c. In IS' end zones and 61 o.c. between zones. bracing must be a.mininum of"807 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 1 2X4 Greater than 4' 01, but I 4X4 less than 12' 0' '.+ 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-.GAB16030 DATE 10/01/14 DRWG A16030ENC101014 AX. TOT. LD, 60 PSF IT Relnfoi Memb Ga Tr Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member length. Gable vertical length greater than 48' 'L' Dr 'T' brace required Gable Truss Plate Sizes Refer, to appropriate Alpine gable 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 2X4 2X4 *2X8 \ V No racee brequired d } In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nnlls- 10d Common (0.148'x 3.',min) Nails at 4' o,c. plus (4) nalls In the top and bottom chords. Toenalled Nolls- 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 Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PE➢101014 See appropriate Alpine gable detall for maximum unreinforced gable vertical length, 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (loosed on appropriate Alpine gable detall), Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr, Size 'T' Increase 2x4 30 Y. 2x6 20 ar Our\\\�f� �� AN ITW COMPANY 133891akefrontDfNe EeAhCay,M063045 oWARN@tOFa REAM AND FOLLOW ALL NOTES ON WS MRAWOM s�POtTANT" FURNISH THIS DRAWDIS TO ALL CONTRACTORS *unlam,r. THE DISTALIMM fpnllo: the lntutaraanxton of` ifheuid�o-,g°ioRporrntlsovr�t5�plehwRcr atbn, by 1 ing and erryy°Cw sec) Refer sofarty llMassractl`mt�dbotherr to wise atop ch chord shalt how properly attached provide structiral pshwthing nM batten SCSI. chord shall Nave n property attached rtpa rol.1V Lomtan. shown for permanent lateral restraint of webs s unlessapplicable.no Apply plats to each face per above I or Details, shall have and of truss and ppoossltbn ns sham 11hove and on tM JoIor Metals, unless rated otherwise.e_ ionInsas or the position Refer to drosings 16OA-Z for dstandard plate positions. from deviationshipping, thlspine. a drowlr division anyfailure to bull the truss In ca o�m°nce with ANSI/Tbe PI I,, oGro ar for Installation b clag of trusses.'0' Naldn°' A seal an this drawingw cover Ilstb this drn o of drowinlorol page g hW. to lcntes and use •rgYrr 11 n colsly far tie tlrr� ehown. The c*r par and un of COft2. drowYg far any siructUre W. tM respornelky of tFr a�7dNR Dsslgnrr Per ANST/Tpi 1 See2. For nore InfWmatlon sea this Job's general notes page and these web cites. ALPINE, wn.al MeltcronN TP11 wet InstorgN SBCN msbc t ar ]CC, nw,kcsnfe.o 4An,.° phi a �tip + iR„ ae. Nti 7OS2 �� »y's„ STATE O€ z ti •iit�t�Aaia afi ' .co,5*.asaseai Riwm»ussra - ...F. r,..,,...�. MAX, TOT. LD, 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24,0' 2 )K Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip Frame Details Hip Frame Stepped Hip System Trusses n i Jc c c �#1 Hip ti-Pitched and Sheathed Chord Area Hip FrameeNE B Bottom Chord o- Attach hip frame to flat chords' of stepped hips at all overlapping points with (2) 0,131'x3.5' nails. Bottorff chord of hip. frame to be attached kto #1 hip with 0,131'x3.5' nails @ 6' o.c. maximum spacing, Hip frame (umber is SPF, So, Pine; HF, or DFL Standa;^d, Stud grade, or better, See Engineer's sealed design for setback,. 1< _�V lumber, plating, {odding, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, � Setback -- -= Stepped Hip System Trusses Use this detail fors ASCE 7-10, 180 'mph, 30' 'Mean Hot, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer. ASCE. 7-10, 160 mph, 30' Me --an Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Chclosed, Cat II, Exp C, chords of stepped hip system must be ,So. Pine lumber, Structura duels must properly attached directly Residential; Wind TC DL=4i2 psf, Kzt.=1,00 To hicat�PY?i� i �! f+arlins, be —VAl v READ aND FMLDV ALL N=S ON DM WAveva REF HIP FRAME WMTANTa. FURNISH MS DRAWING Ta ALL CQITRACTCWS DaCLU11Dl4 TW-NnN.LERS. .�` �Q` �G�fvsfi Trusses requ" extreme care in fabrkaitng, handUng, sNPPN, I-Wil�p ma bracing. Refer 'to," V '� DATE 10/0.1/14 folio• the Intes< edttidn of HCS( <&ieding Cwiponent Safety Infmrmtlan, by TPI and SBCN For safety y praCtfces Prbr to perFarrNg theso functlons. Installers shell provWo unparary 6radng. per SCSI. = '6 Unless noted other d.., top Chord. -Shoat Have Pr t and openly attached structural seen rung botton.Cnora - = HIPFRIS01014 y hall have' 0 PnoP�Y nttachad rigid calling. Lncatbmi: shorn for permanent taterct restraint of'rebs. DRWG shall Iwve brocaig Installed per SCSI. sections 23 07 or 810,as op ic¢bt0.• Apply` plaice to corm Faca of truss and posltlon as ohn•n obove and an the JoInt Det*As, urdesi noted 0<hentse. CV+f a E OF Refer to dre L10. 16DA-Z for stmdard ptote, Positions. .4 Atphe, a d0sbn of I V HuRdlm?Q Components Group. Ire. shall rot be responsible for nnY devtatbn from n O`. AN rtWdOW,1PANY tWs dra•1mg any falture to buttd'the truss to conformance with ANS[/TPI 1, or, for handllhg, shipping, Q-t Instaltatbn & br..Ng of trusses, fq, A seal an this draaing,or caver pngr Ust1mg tWs dra•ing,:bidbates acceptance oP fessbnat - eng4,eer4tg respensO�Nty solNY for the"design stave. The sultabeky and use of this tlrn•Ine •� q (I�y'A ECe '�� r119 front far -structre is the responffiOltof �dingD��sebEimry Shes(tes� M0for more hformattan See this job's Page raAll Ty4ALFING vaptneltvcoml TPIi rntpinskorvuj1\tti6 n � • w Valley Detait - ASCE 7-10i 160 mph, 30` Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, bF= L. #2 or better, )KIK Attach each valley to every supporting truss with, (2) 16d box (0,135' x .3.5') nails toe-nalled for ASCE 7-10 160 Mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psi, Kzt = 1.00 Or ASCE 7=10 140 'mph, 30' Mean Height, Enclosed Building, Exp, D, Wind. TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shalt be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, (— 2X4 X4 --- 8-0-0 Max --� 4X4 Supporting trusses at 24' o,c. maximum spacing, ®DfFanmTrc. Unless specified otherwise .on engineer's sealed design, far vertical valley 'webs taller than 7-9' appty 2x4 'T' reinforcement, 80% leng-�th of web, same species and grade or better., attached with 10d box C0.128' x 3A'> halls at 6e o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at raid -length of web is permitted with diagonal bracing as shown In DRWG .BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. ❑r Purlins at 24' o.c,, or as otherwise specified on engineer's. sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's seated design. **w Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured. atong,the slope of the top chord, ++ Larger spans may be built as long as -the, vertical :height does not exceed 1.4'--0', Pitched Cut Bottom Chord Valley 2X4. Valle Spacing Square Cut Stubbed Valley �I Bottom Chord End 'Detail. :X4 SQo- IxumaG IM UMALLERS. odpine a division of ITV Md jtruss In Group Inc. shatt nat be responsible for an devlat,on f AN ITW OOMPANY this draoV any F1Wr ae to bald the trIn contarnarce h1th ANSI/TPI 1, or .for Imn lftq. %Np*Q, InsW,w. , bracing. of tr'uere& A sent on this drnwo,g. or ewer page Uctfng tW dmidng, thacater aceeptaace of profertlonal nglneerkq re Rltf�'soletY far the design shorn, The sutt"tty;6.Vd a of tNr do-ft f3Jf19 Leie[ronl Ddve Far any rfrktkt ic: +he retpor�tty of um ➢W'Eng Designer' Per ANSi/7PI 1 S.C.& Earih My, f I Mv. far gore Infornatfon see tNs job's general vote�rpo ge and these web sites AVIND wwwalpineltw,cenf. TPU wwetphst—gj SDCA,. ensbtlmldstrY•orgl ICD wesJcccofeorp� STATE OF 04 Optional 'Hip Joint Detail Partial. Framing Plan LL 30 30 40PSF REF VAL DL 20 15 !PSF DATE 10/0 DL 10 10 10 PSF DRWG VAL LL 0 0 0 PSF LD. 60 55 57PSF .0' D 4 Piggyback .Detail - ASCE 7-101 160 rnph, 30' Mean Height, Enclosed, Exposure C, Kzt='1,00 160 mph. Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg,.located anywhere in roof, Exp C, Wind DL 5.0 Psf (min), Kzt=1.0. Or 140 .mph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg, located anywhere In roof; Exp D, wind DL= 5.0 p'sf (min), Kzt=1.0. Notes Top ,chords of trusses supporting plggybnck ,cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain. purllns, 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. xx Refer to Engineer's sealed truss design drawing for Dlonvback and base truss specifications. Detail A - Purlin Spacing = 24" o,c, or less Piggyback cap' truss slant Walled to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 p3 grade scab Up to 12 (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x7) at 4' o:c. 4 2' 4.' Attach purlin bracing to the flat top chord using 42) 1.6d box nails (0.135'x3.5'). ! 2, The top chord,03 grade 2x4cscab may be replaced Purlln'Spacing = with either of the followingt (1) 3X8 Trulox. 24' o.c. max plate attached with (8) 0.120'x1-.375' nails, (4) Into cap TO & (4) Into base truss TO or, (1) 28PB wave piggyback plate plated to the piggyback truss TO and attached to the base: truss TO with (4) 0.1201x1.375' nails. Note- Nailing thru holes of 'Top. Chord. Scab (Typical Each End) Flat top chord purllns required at both wave plate Is acceptable. ends and at 24' max o,c, spacing In between, Detail B I Purlin Spacing > 24' o,c, 12 .Up to 12 Piggyback cap truss' slant nailed to all top chord purlin bracing with (2) 16d box nails .(0,135'0 5') and secure top chord with 2x4 k3, grade scab, "<1 side only at each end) attached. with 2 rows of 10d box halts 0,1281x3'> at 4' o.c: Attach purUn bracing to the flat top chord using a nlninum of (2) 16d box nails (Oa35'x3s'). 4' Top Chord Scab (Typical Each End) Chorult d Feat top chord purllns required at Depth both ends, purlin spacing > 24' o:c. Note, If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max, and use"Detalt A. ad$,e$iii it 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 targer thorn members. Attach to each face @ 8' o.c. with (4) 0.128'xl.375' nalls Into cap bottom chord and (4) In base truss top chord. `Trutox plates may be staggered 4' o.c. front to back- faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathingg ggussets (each'faceVAttach @ 8' o.c. with' (8) 6d common (0.113'x2') nails per gusset, '(4) In cap bottom chord and 0) In base truss top chord. Gussets may be staggered' 4' o.c. Front to back faces. 2x4 Vertical Scabs. 2x4 SPF #2, 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 plggybnck plate to each face @ 8' o,c, Attach teeth to pig*Yback at time of fabrication, Attach to supporting truss with (4) 01120'x1,375' nails per face per ply. Piggyback plates may be staggered 4 o.c. front to back faces, -wVAW0Qsw MAID AND F1111IV ALL NBTES ON TMS neAVM .�`� v. lft<<. REF PIGGYBACK ■�1NPQITANTQ. FSNISH TtUS BRAVING. M ALL CONTRACTDRS MMUBWG INE DWALLERS �\�� ,� Trusses require extreme care in fabricating, handiin8,.shippin&.Instatting and lirec¢i* Refer to and \� p �lya��n �r� ��i :DATE 10/0.1-/14 Collor the latest' edition of. 'iSl <Bu&dng Co ponent Safety fnformatkn,'by TPI and SBCA) for safety �L `V V prutk¢s pNor to.performing theca fwcN s. Installers shalt -provide te'porory bracing per VZL A Unless noted oth¢rwise, top chord shall havep piny attached structural she. Nrg and bottom chord + N ` DRWG ' PB160101014 v shall` have' a, properly attached rlald trill* Locations shown for permanent lateral restraint of rebs Z �. shall havtruss bray si Insion ilea Per SCSabove and an the J ar. Bet as applicable. " Apply rwise.'ta each face _ it t of truss and position as .forshown above and t tho Joint B¢tnlc; WI¢ss noted otherwise. Refer to drawings 16HA-Z for standard p[nte posltbns. Alple, a d(vW- of IN Meting components Group Inc sh ll,not'be responsible for any deviation Cron �t AN. IRNCOMPANY this dmwlg, any fortune to ",I the truss in eanfornmca with ANSI/TPI 1, or for handing, shipping, u installation b bracing of trusses. A seat on this drarl,gl or cover page listing this droTh. Ha& tacceptance of professional e earl* responsID-U scl¢ly fr the design whom The suitability,and use of this drawing . ki f- am struet+ae b respw-sibalty of the MOM Designer .per NSI/TPI 1 Seca Ean9clry M s3D0 5 For one Information see this jobs general antes -page and these reb sttes, .. ALPINE.--tolneltr.conl -TFII www.tolmstorni SBCle rww.sbeinductrv.oeai ICD wwrlccsafaarg I CLR. Re nforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) is specifled 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 seated designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified n 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- Re-inf. Scab Reinf, 2X3 or 2x4 1 row 2x4 .1-2x4 20 or 2x4 2 rows 2x6 272x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 I row 2x6 172x8 2x8 2 rows 2x6 2-2x6W T-reinforcement; L-reinforcement, or scab reinforcement to be same species and grade: or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply -C1) scab to each face of web. T-Reinforcerient or T-Reinf, L--Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (d,128'x3A',min) nails at 6' o.c. Reinforcing member- .Is a minimum '$07 of web: member length. T-Reinf. L-Reinf, Scab Reinforcement, ...... .. .. . Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d M128N3.6"Min) nails. at, 6`' o.c. Reinforcing member is a minimum 80% of web member lengths Stab Reinf. KZ "W&q O- READ AMt FOLLOW Au. M M ON TM tA]AtfMI ��`"" { tt g� SL rVfj i/ TC LL PSF REF CLR Subst. .. . . -WMTANT— rJMMH. TIM OKAYING M ALL CMffRAC= D1CLlr M TI£ INSTALLERS. Trusses require erlreme care to Pnbrkat1ng, handing, sMlpphg. Instnleng- onil broc4g. Refer to and A`f/� `�"` 2} ,�- \ T s / �. TC. DL PSF DATE 10/a1114 follow the mtest oe ton of 6CS1 Mkeing'femponentSafety rnfornatlon, by TPI and SHCAI for safety- prn�Uces prior to perfornbp these fuxtlons. Imtatters shall provide tenperary bro= per��`YSA �� DRWG BRCLBSUB1014 " na. Unless noted otherwise, top chord shah.have property attached structural she* np and bottdn chordhav stiall have a properly nttochetl-Ngld ceAing. l.ocntbns shorn Fr p b Installed oS BCSI sections H3, or ,,,,7 . app nanent lateral restraint of webs sh611 Appty plates. to each• Pace c f�(j `/G/ C EL PSF 111��\iJitl�� P.1 r,-A.kaete, 1 pctngo. ,unless noted atherNse. i truss and ppoopHon ns siw•n above and on the Joint -F J Refer to deavings 16OA-Z for standard' plate poOtlons. Atpine divlsl- of "ITY Rvild4,g Components Groupp Ina resp.rable for any. deviation,frpn '. �[.' LL (�,CjF — n AN ti1N COMPANY shdt.notbe thIs drawtnp, any fogure to buAd the truss M conformance with ANSI/TPI 1, or for hw4ln8 sh ppug, ❑T. LD. PSF hetntlattom 6 brldnQ Oftrusses A senl.on thls d-aeing ar cover Papeng th . Ilsilis drn Ing.. indcates acceptance of prgfessioral ergy�e�r�p ty salety for the tlasfp+ shorn The wAt4Wty orrd use of this drov0,p for trs Ims the hesponsWNty oP the MffinR IterAVier per ANSUM 1 See2. �! y/��. t� S✓ 1(' - (�` .. DUR. FAC, 13369.1,a`ikefionl.Drive Earth City, MO 630•t5 any uctura For, more intornatton ea ihts Job's .general notes page and these eb sites, ALPINE..wveutolneltw.com, we TPtI vtpbtitoro, SOCMrw.s rb[lmdust-ol ICO vralccsafoaro y� �'�� gd. ��if )A, n, rat�i .4 SPACING Cracked or Broken Member Repair Deta.it Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces' May be increased for Duration Of Load or web member, This design Is valid 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 detalL (B) = `Damaged area, 12' 'max length of damaged section - (L) = Minimum naidng 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 (engthW = <2).<L) + <B) Scab member length (S) must be, within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c„ rows staggered. Nall Into 2x6 members using three (3) rows at V 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 �F-- L ...0._ .. L �rypicat ~I'. + O + O + O + 0 0 + O + O + O + ' Stagger + = Back Face 10d Box <0,128` x 3', min) Nailsi O-= Front Face. 2x4 Member - Double Row Stagger( 2x6 -Member _ Triote Row StaQaere. Nail. Spaeinq Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 1W 9754 10554 1295# 1415# Web or Chord 2x4 24' 975.# '1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 22454t 2620# Web or Chord 2x4 30' 19104 1960# 8315# 2555#' Web or Chord 2x6 2230# 2365#. 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 r 42 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48° 3460# 3540# 4.070# 4445# Welo or Chord 2x6 5165# 5280# — 6095# 6660# s L Nlhlnu. B I: ➢Istnnce L Knlnun L Btstanee B L s Q FnIlI rr�� -Refer -VARNItd3.ss READ AND FMAAW ALL NOTES M THIS. DRAVRM 'nlNPmt7ANTn .FURNISH TNIS� ]BWVIIiG 1D 'ALL fXR1TRAC70RS INCLUDING. THE INSTALLERS, Trusses require extreme care. In fabricoift, haraDtng, shtppi,;; In.t:1Ul nd br $ng. Raftr to ¢M fottov the infest ¢dldon of 8c" CB "' component Safety InforMtlmn, by TPI. ontl SBCA) for safety practi[es prWr to p¢rforr ,these functions. Installers sYail provW¢ temporary bracng per 11vi and barta. chord shall. haw o property attached rlgldRMI sepng. L13, B7.s eBI "n for .permanent Lateral testto a of webs .,'114 Hated otherwise tap chard shall have properly attached permanent Lateral shah hove brnci Installed per BCSL sections B3, BT.pn 810, as op�kobla. Appty plates to each Face of truss and po lion as foam above and on the ions D tn4s, un ess naletl otherslga:. to drosings 160A-2 for stontlard ptnte poSNbns: � �'•- �v �- _._ ,,. vJ":. m, . r $ `�� GIN +!�°� `�. �- ell•: rr 3l.�' No. ; a �: REF MEMBER REPAIR DATE 10/Oi/14 DRWG REPCHRD1014, - AN RWOOMPANY 13389Ls'xof,o, O%,vs, Earth City, M0630a5 I', Atptr,e, a divislon of ITV Building Conponents Group Inc. shall rmt be'respons8se for any devI.Vb fro. this =ing, any failure to bu8d the truss In conformance with ANSI/TPI 1, or For handy ng, sKpw a, Insttitlatlpn & bracing of trusses. A seat on this drawing or cover page 1lst4 this drorb,p, 6xicates acceptance of professbnal ¢nglneTIT respanam8lty adety for the design shorn. The suitaWlty and -use of tNs tlrawing far any structure is the rasporu4llty of -tho'&A*V Dec!Wo per ANSUTPI'I sect: Gene page and these v¢b. si<es� For more' Infornwtlon see. this job's, rat notes ALPINE- wwwAlpinultw.cory TPD vvw.tpInstorgt SBCA, www.sbcbfdustryorgl ICG awlccsofoarg .�e•.�t j�.,w o� �✓ Ow ah� �n' - . Per `'"tI e^.� ��h fffj vVn p�/,i �+ a>•% tt*' ff! NA,, 'p/f \\\ f!!/1 i11\ SPACING 24,0° MAX 0 v w - STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4; �, QE MAX I LENGTH TG� ILLER r ff 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 <960f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT _ 4'=0' O.C; , MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF ,MAY BE USED UP' TO 24' MAX, -'FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). 3KLATERAL BRACING IS NORMALLY_ REQUIRED ON THE STRUCTURAL BOTTOM' CHORD OF THE. ORIGINAL TRUSS: SINCE, MANY FACTORS AFFECT THE NUMBER OF REQUIRED` BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, .ETC. IT IS NOT POSSIBLE. TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO, DETERMINE THE REQUIRED BRACING FOR THE. STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM `CHORD PURLIN SPACING). -BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT lb'=0' O.C1 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 Q LP0 9 ANJTW0DMRa,NY 13389 Lakefront Drive Earl City, MO 63W5 usses requireextrene care ■ the latest edtkm of, BCS :flees prior to Performtrg 11 ss noted othatulse; top cho have a properly attached l have bracng bnstalted per- toss aM podtion as shorn to dyer ,as 16CA-Z for s� dne, m 8vtslcn of ITV BAdin ding, any faeure to bulti Motion 6 bracing of iirusse: seal on ttds dmvkV or corn ieer4q re.pons�Ntyy solely B7 or BIe, as 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 NOTED ON THIS SHEET DO NOT .USE THIS DETAIL FOR: 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2, INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3. LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 4. DRAG,LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED -ON THIS DETAIL, 7 VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). _8. FALSE FRAMES ON CANTILEVER •SECTIONS OF A TRUSS, NOTES FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDE WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION_D NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY - USE. AN ;ALPINE WAVE 20, GAUGE 3x4 MIN. PLATE AT HEEL, CONNECTION, USE ALPINE WAVE 20 GAUGE 2X4 MIN: PLATES AT EACH END OF. EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, IF NEEDED,, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). -'PLACE FALSE FRAME CHORD IN -PLANE. WITH THE TRUSS. - CUT VERTICALS 'TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN_ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0J28'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE -A 12' LONG 7/16' PLYWOOD (OR ❑SW GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) it GAUGE <0.120') x1.375' NAILS INTO, EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME :BOTTOM CHORD: MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). Components Group Inc. shaa.not be respanslble T ony,, hAl n f the truss In conPornance r11h.ANSI/TPI 1, ar for hnndtirig, s1,16019, r pa gstY.g tNs'.drorbp, bidicates acceptoii[e ofprafesslo ml or the design shaft The suR.Wty and use of this dm.kv sUlty of the Bued, Q il-10— per ANSLTPI I Se.& n sea this job's general rates page end these reb sites- Q` oC;EA/ 6 � SAA E OF f REF BC FILLER DATE: 10/01/14 P A. SCAB 2X4 OVERHANG DETAIL ASCE 7-05. 120 Mph wind, CAT IL, EXP C, ASCE 7-10 160 mph wind, EXP 'C, Or 140. mph wind, EXP D, 30.00 ft mean, hgt, located anywhere In roof, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's seated design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) naps 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; N❑TEI Add 210# uplift (max.) to reported truss uplift for wall connections. i-WMTAW- FURNISH THIS DRAVM TD. N.I.. aWMCTORS D7CLU W THE WSTALLERS. Trusses require extreme care In Pahrkatlng, hnndUng, BhIRPing, MstoiUng and brndnp 'ReFer to and - ` p�lil`j fo1W¢ the latest edl'J- of BCSI ®ulWtg Conpor'ent`Snf¢ty Information, by TPI and SSCA) for safety , proetk¢s pear to p-forming these ftmetbns.. Installers shall pro ves@ temporaryy �b�ra:g per BCSL Unless noted othenlse, top Chord shalt have prop@riy attached structural shieotwng�andbotton chortl No y shall have d properly, attached rigid calling. Locntlans sham PC, pernnnent lateral restraint of webs '1 1� 'hall Mva tiratlng installed per 6CS[ sections 83. B7 or Die, os applicable. Apply plates to Poch facer 1 L� Of SrUSS OM pOcitldn nG fihOM- Oba- and on the .101/It ➢etals, Unl@66 n0t@ti 4th@MWe. - 'Lr� Refer to drn "s I60A-Z forstondord ptate positlons. c A� OF Alpine, a dlvlsion of ITV Moon Components C—p Inc .Full not be respons7ble For an AeWntan. from 7-7- AN p (TWCOMPANY this o'rawtng nrry folure to build -the truss in conforhance ellh ANSUTPI 1, or for handling, shippin8, .Q mstnllotion 6 6wcmg of trusses, ^ I?- A.seal an thL^.drnwlnp or cover page IlstMg this driring; Indicates Acceptance of professldrat �t'�b+ �4�`' engineering respansihRlty sdNy for. the d¢sfgn shown. The sWtablity and use of this drawing v, f i '8989 t.aketronl Dine for any strueturc is the respor ,ilttY of the Sulldhp Designer per. AHSI/M 1;'Se22 p` �\ For more information see, this Job's'generol motes page and these web sites' �$4fp � �V�A- EarthCiy,M11063ga8 ALPM15 wscalpet¢Itw.comf TPl- eww,tpinstoeg) SBCA' ensbi lndustry.orgl IC6--Jccsafe:org f/4 lit TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC, LS5/12 SPACING 24e REF„ , 2X4 SCAB O,H,, DATE 10/01/14 DRWG O.HSCB2X41014 4 It 12 -=(2) 16d TOE NAILS — VARIES OP11ONAL SCIS50RS BOTTOM CORD 8—,0-0 MAX. SPAN TYPICAL, END JACK_ (2} 16d TOE NAILS 12 VARIES' .+�� ---(4) 16d, NAILS See Connection Detail �._ oPnONAL WEB CONFIGURATON —(4) 16d NAILS See Connection Detail 11-3-12MAX. SPAN TYPICAL CORNER. JACK (CJ) N.T.S. 77PICAL CORNEW SET INSTALLATION TILE SHINGLES: TOP LIVE LOAD: 20 20 TOP DEAO,, LOADI 15 7 BOTTOM .t}EAD LOAD: 10 10: TOTAL: 1 45 _... 37 . STRESS INC. 1:25 1.25 WIND DESIGN_: M 160 MPH, PER ASCE 7=10 . V. O.C: **WARNING*' Read & F llow all notes on this drawing, furnish this drawing to all ontractors including the installers: EJ Jack m W (BJ) � CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & B07TOM e J 2x4 SYP Nailer 16" Long occ LC' 6'=0° Maas• Top. & Bottom use 16d �pa'\, Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. oF?IONAL WEB CONFIGURATION B 0 12 VARIES (4) 16d NAILS See Connection' Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �MARr�ffs s p NamMANUEL MARTINEZ, P:E. FLORIDA REGISTERED ENGINEER LICENSE # F'E 47182 �-33 STATE OF : 441 vb ' do U R N SAC l- � f �® S+<t1AAAAB _ _