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W
<br /> u.1_..2,2„.,..„,..,..„,.., not }IOLUUVV'� SCHEDULE ran n475 O
<br /> SHEARWALL B HOLDOWN NOTES(U.N.O.)I Il rLli(ISN 1 I,'.FRS TU IOU dtAIION E U W
<br /> tt:\:h CONIM1tI:^:i
<br /> (I)Simpson Or equal.locate at end of%%smolt u.n.o. Install :RAI'Ili i-1-vn OR MIN IND sNCIIOR 1104) O `^
<br /> per manufacturer recpnmendabon5 for foundation minimum end (� v I //�
<br /> GENERAL NOTES, distance and embedment.deepen foundation as required. T-i it 11HI4.III21 I.11,111-'6d NA U z V)
<br /> tc mvEolroN (2)Conswct cripple wall same as shearwail(SW)above,and 6 Z
<br /> DOUBLE STUDS Aw°0°PsesoKmwxos0.1.110 xsrt� Bathe-end same as snearwail(SW)Below. Z
<br /> _ STRAP (3)Requires 3a or 1,2)la fours tion sal plate ( a Q
<br /> APER P(AN EDGE NA ISHTG sofa CutEmrrn�rubooseD (4)Threaded rod and coupler as required. n �'
<br /> Duo --LC-.
<br /> �amnnel.uM<0teme EsT1eNCTn (5)Common nails.UNO'80x).131'521.'.tOdeO.146'Li', A.L. `�
<br /> NA51M51sacwnswArDSPER VCR13124=0.148'n3 %16d=0.162'53: B'
<br /> .160 sinkant0.14ESW.i Mae -
<br /> MST(65 a cEN TEFL. HD Install HI's on all BussesrraRers.ASS'S at 24•de on%soles a \ �+
<br /> OF 0'JST,wO _
<br /> Ix
<br /> FlLLAO(ALES w1 f80 FRAMING PER wnxvOURga MPrtwAt, srrit potp.000 to sod blkgl:0 lap 24 nIai0 plaro at S'.fdro 11.0.;When E
<br /> PLAN * rEN°nR"a°°R"c"ns AB E°° specified.pacing 1s S.D.than 2A"WC,estate A35's at roof solid YJ I(a
<br /> II RINSES PER PLAN i UNTIL aADO WALL PER
<br /> OR SW EM
<br /> SC blk'ieg to SW top Nate.and msta0 NI or H2.5 on all O
<br /> LOCATION"(OTHERS
<br /> II WALL PER PLAN OR SW 9CH Bussesratten.LTP4.LTPS or LS50 can be substituted for A35,
<br /> NOTE F STRAP OVERLAP IS REGO(1041"4 (7-iii-vir-
<br /> I
<br /> Conn.per Simpson$tmrlti-TIB of equal.
<br /> NAAS MN GULL GO THROUGH BOTH PFM CORP(STOP \
<br /> EERIES RELOCATE MUG ABOVE IT)Minimum 3a or dd-2X sbNl tem'd wi(2}161 v'e?62 do ats..FSTRAPS R EFREOD. ''' 8'NIM attuning pamN edges. PrP(6)Moho,Nes snail be embedded at least r into concrete: �t�A�'� HAm20NTAL BARS theft shell De a mWmum of T.10 Dolts Iter Piece YAm one bolt
<br /> IIPONY WP31 COt8TRLCTiON --- •;( PER SCHEDULE ) located,Wt more than 12'oless than seven bolt characters tram
<br /> 18 ILUTCN ABOVE R 1e•ve
<br /> II ,.EARwuL SPECIP1cpTloNs vE(tTAPl Bons: each end of Me piece.2x mm PT.u.n.o.
<br /> sTMmALOCAYE Ar FROMSHEARWALL01.LonA80/E ��
<br /> VERSO-EDGE
<br /> scnEouLE l AR shep(hne must:.e_,Strl^•turel I sheathes."' U NO
<br /> COMPACTED OFRONT FlLL + FTG DOWELS.
<br /> STRAP LOCATION 512 N.MAX SLOPE
<br /> :1-.11
<br /> _ STD NOOK INTO FTG:
<br /> ABOVE EXTENDS,MN 9AMEAS VERT BPR ()ale ^()tt
<br /> •Y I SPAGNG MA%HEANTOF SHEARWALL SCHEDULE
<br /> /^
<br /> TdMN II rstm A.MAN E. BACKFLL ,,n 04, v
<br /> li NewraownAWWF PER SCHEDULE SHEATHING-APPL)'HI lit.1IIINLilptil:NAILS 151 ROOF TO TOP PLAT.
<br /> II
<br /> OR a3®(ret E.W LOP:NUN MARK BABE PLATE SILL PLATE ANC'I TORS 0 IIIIMM
<br /> /,. h HE STUDS st;len, ^.Ix SSMOCKED }T(NrRR)tt)PPLATI-
<br /> II B'CONC STEM _ 4D NAILS NS) 1 a'WA')(EPS%el
<br /> ��•/� PER SCNEMILE i\O BELOW^lel k pn Asea MI.) •4 SILL PLA IF 151
<br /> 6 e4M,IT PN VERT ,;•c\\p\ 11 rote HI 24'0*
<br /> II YC atO-nc noR /\\/\\//\ SW'-I -1e"t]NH fSr .v I Idl rel., 12-;sc ,r\_ 4 '.c N I U..i,. AN ac.
<br /> 127 EC CCNiy TOP N> \\ W
<br /> - I..�+ IN%/\/VI> /\ v SW-? 'Iti t'Sb I .. it 1 I..1 NJ.: 111- \5: 1 .L `.,() u tea r>U'..c
<br /> TIN GRADE
<br /> �� \\,��j��, - PTG TVX SW-3 7.Te"OSA cirri W 4 ff"is c(12'uc Ucldl iw... i� ,it a I,I,. R-Ua.l AHA As `.,-I.:_ Q
<br /> \"�\� =11^. RSW 71162 OSB'17) 52 u I"...,12-ov'60411 SPF DETAIL I
<br /> f0
<br /> 911TFTG N
<br /> ,'d MN 4'DLA FTC IA Mo.CONT WCOWMEN O I s IN GRAVEL POCKET '
<br /> GRAN BICOST TOE WALL NEEL "FABRIC Q
<br /> GRwvE POCKET BOIL ill
<br /> r +i■ \ ,.4N.. ... .r . ®:.r IOC b®Rp1H FM11.1 „UAW Q
<br /> .n `.0 nem eW ba;0M ra r R $.rra SP � 0
<br /> I=i"
<br /> SEARING
<br /> ..P ..,.. w
<br /> rail
<br /> L C IR1 \, TYPICAL PONY WALL �'‘, TYPICAL CANTED FND WALL w
<br /> '. Section' Scale:NTS=1'.0" $BNew '\..,___„/;Scale: NTS =1'-0" Section New
<br /> uPS`I'A"�r)
<br /> N'+q,engirleering
<br /> ,. W000.yin if U0 n * .
<br /> O(2061180-.vN
<br /> D F.1200)8De._201
<br /> ..t++vrrr rm„Pea 1 n r e Erwave"MR1e.COM
<br /> General Structural Notes-Unless Noted Otherwise
<br /> Now°PER RUN PRP MNG
<br /> w 104 IT ECCE I PER atnN GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC).2012 EDITION.OR
<br /> I H11311 IA)V}RNIM i CiSDE,AS REQUIRED BY LOCAL JURISDICTION ` _
<br /> SIMPSON A350 rn Pc ,, L 1 DESIGN LOADS SEE ENGINEI)S
<br /> ENGINEERING PACKET FOR DESIGN LOA . J
<br /> Se A%ESD2s'ok I
<br /> wo.
<br /> .o4' 00LI.CTl.loI SD%P Du.INSPFCTONS ARE REQUIRED.NOTIFY BUILDIMi DEPARTMENT FOR INSPECTIONS REQUIRED \ �/�
<br /> APA
<br /> DSP r,MTEwI ;.aLKG glT ae / • �. 130 IAX.AI.JURISDICTION, /L'> VTI
<br /> prac`P Aa FOR(31ST EPA ;" 2X TOP PLATE I G�A-Q" MIN
<br /> I•I w,��.ro;
<br /> L. WIDTH FOUNDATIONS EXTEND MINIMUM TO UNDISTURBED SOIL OF 2000 PSF BEARING C.\PACCITY.BOTTOM OF EXTERIOR
<br /> µEOETMLI FOR /�
<br /> PLYWOOD OTHER INFO �� IYIDITNG SHALL RF.I'-6- BELOW OUTSIDE FINISHED GRADE. \`
<br /> co
<br /> , TOP CONNECTION AT PARALLEL JST e NAIL SHTG TO I CO
<br /> Dill ( ■ ('(/MP IAL'I FILL RIS, CONSLST OF PREDOMINATELY WELL-GRADED„LIFTS
<br /> NL. OF ORGANIC
<br /> S, ,... �!� HEADER 3'OC EW
<br /> -1 \.:__-_,.,"'�m•^°' @ MATERIAL..MND DEBRIS.FILL SHOULD BE PLACED IN MOISTURE
<br /> LOOSE LIFTS,tND COMPACTED TO A MINIMUM OF 95 e�
<br /> MIN
<br /> PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST w
<br /> uID,r ac rilli
<br /> (3)2x STUDS UNO PROCEDURES.
<br /> J✓/`7N r / HEADER PER PLAN -, NAIL SHTG TO V
<br /> sSj�j ---i 12 ,. X CONCRETE F:_.StR1 PSI MINIMUM S-L'2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF e.0 Q
<br /> RC L t / <:t EXTEND OVER EACH STUD GALLONS OF WA TER PER 94 LB SACK OF CEMENT MAXIMUM SLUMP IS 4" SEGREGA neN OF MATERIAL%TO BE Z
<br /> :V
<br /> Nye IT. SHEARWALL PREVENTED.
<br /> .H®1a-Mt P- - APA RATED SHTG 101 8tl NAILS @ 3.0C Q a
<br /> I ,,P A PER SW SCHED ALL PLATES REINFORCING STEEL NS BARS AND LARGER SHALL BE GRADE.60 DEFORMED BARS,AND KI AND 64 BARS SHALL BE
<br /> I'RADE'40.IN ACCORDANCE WITH ASTM 1.615 LAP SPLICES 32 BAR DIAMETERS.WELDED WIRE FABRIC SHALL
<br /> 0 .4 CD HOLDOWN HEADERS&STUDS CONFORM H)ASTM A-1.5.AND SIIALL BE KY& WI.4 X WI 4 LAP ONE FULL*1511 AT SPLICES.. I PER PLAN (3)2x PLATES91.0. wplalr ok 8 TOP CONNECTION BY SLAB . NAIL SHTGTIAIBF.R FRAMING SHALL MEET THF.FOIIDWIN(:MINI.MI,'AT STAI.DARDS:
<br /> pys, TO EACH PLATE BEAMS AND POSTS I4X AND GREATER1: DF-La2W�....v-.6 �_ _$ C�y'CJOISTS(STUDSI2E-1' HP52 STUDwCONI PTO r gun":
<br /> *I W-14 CONT pmeesimmufam GLUE LAMINATED BEAMS(GLB) 24F-Y4124F-011 AT CANTILEVERS)
<br /> (2)5/8'0 A.B. 9 8"CONC STEM WALL 2x TIMBER SHALL BE KILN DRIED.GRADES SHALL CONFORM TO-W WPA GRADING RULES FOR WESTERN LUMBER".
<br /> GEnERAL NOTES: EMBED 7"MIN r I /(2)#4 VERT EA FACE LATEST 1DTnON.ROOS,TRUSSES SHALL RE DESIGNED IN ACCCRDANCF.WITH THE TR I.AND THE IBC.ALL ? O
<br /> �' lac 2011EonGN CONNECTIONS PER IBC TABLE 2304.9.1. LL
<br /> /�//;?� CONC SLAB-- #3 TIES @ 8'O.C. /�P� /�
<br /> \, I///S. 35 POE SOUMLENT FLUID PRESSURE "L�, RWFMAPI(RAGI)INSTALL MINIMUM IAT COX PLYWO(10132IID)OR7:I6'OSB 5(IEATING.NAIL ALL SUPPORTED W Ii
<br /> Td TOLL \1j\ s'OU Fre 2e00 PSF SOIL SEARING PRESSURE
<br /> }RartFlLL /\/\//O/\` DRAIN IN s0 PSF SURCNARGE Ile it!.AND txrLNUARIEB WITH Kd AT 6'OC',AND INTERIM WI'PYR)'S KITH NJ AT Il'OC,;BLOCKING EMT REQUIRED.
<br /> `ie. I. GRAVEL POCKET
<br /> /\\�//� VN5 SACK CEMENT PER CUBIC YARD FLOORtPlnil t)11NAG INISTALLARIS WITH10dTT6STURD-ND INTERIOR SUSHEATHING.RTSIH14 AND DUI"NAIL ALL
<br /> z.D4ISI ISISUUMIO WATER
<br /> CONT FTG W! _ lir-Li
<br /> -isri C1 SIFPOKILD I:Ch.CS AND BOUNDARIES WITH l0d AT 6' WITH 104 AT l:"OC..BIA)C1ON0 (Y)
<br /> MAMMON6GALLONS WATER PERSACN (2)#4 TOP ulr Ru)uIRED. 01
<br /> GRADE AO STEEL FOR PSA URGER 3BOT - 1.'-6' MIN. )IISCELIANEOUSTHE,:ONTRACTOR SHALL VERIFY DIMENSIONS.WDCOIIITONS AT)OB SITE.THE C(N)TRACTOR T
<br /> SEOPP AO STEER FOR H 4.SMALLER O ITi
<br /> E I SHALLNINSTALLED.
<br /> II)NOT SCALE DRAWINGS.REQUIRED PRE-FABRICATED
<br /> ED TE PERMANENT CONNECTIONSAND
<br /> AND SPER HAVE
<br /> A-
<br /> ran ". BEEN INSi:1LLEU.p)NOT SCALE DRAWINGS.FRLFABRtCnTEb ITEMS Ti)BE HANDLED AND INSTALLED PER LL.I
<br /> BFARNG BptXFlI!WITH FOJROLG MATERIAL
<br /> r
<br /> SOL DO NOTCREATE AN UNEQUAL BACKER/UNTIL _ MANUFACTURER'S RECOMMENDATIONS. N M
<br /> FOOTING BACK FILL Is COMPACTED IN PLACE 1,.-. �1I� r- co COMPACTED FROM FILL A"3U8W
<br /> WIND DESIGN WIN CRITERIA• Q CO O
<br /> na 12 Omr 5.MAX SLOPE "r URer WI,WWF ULTIMATE WINDSPED D-55 MPH RISK ICMPORTANCETEGORY II.
<br /> Q N
<br /> GammaB•MN CRs3.p)1ruc<W ULTIMATE WIND SPEED 110 MPH IMPORTANCE.I-1.0
<br /> R TYPICAL RESTRAINED FND WALL RAISED SHEAR WALL (RSW) WIND rxPosTiREB K -1.00 ,--I o
<br /> SEISIMIC DESIGN CRITERIA:
<br /> ,.,_________/,. Scale:NTS =1'-0" Swan Mew Scale: NTS = 1'-0' Section View 001 EQUIVALENT LA TERM TOME PROCEDURE 1 1 1
<br /> IMPORTANCE W
<br /> '3 le-L0 Ss-1. /SE
<br /> SITE CLASS.D 0 0.40
<br /> SEISMIC DESIGN CAT.D Sbs-013 _`L
<br /> SOS.FDRCTt RES.SYS.A.15. Sm-0.23 SHEET:
<br /> DE.SNLS BASE SHEAR- 06011 IAN Cs-0.13
<br /> RISK CATEGORY II R=AS
<br /> 9 ////--7 7/:i)
<br />
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