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", - -- =.�G �■ ----- ----- ----- 'I�'/,1}----�-\ r _ _ yyy <br /> PADS OR 16.x AST CONCRETE 1.6.1.4.W4 , °PRRE DP CONCR[;F D .-� - -- 4, T-A-oR s� <br /> irk <br /> VW Ak <br /> tI In ,516 4.1f1L; tll II z9:,-A '''''. I IIk. 1 Ik31- A. ® ® Y%• 1 .. <br /> ANCHORS AT %_AWLiE111 t Nt I651 reXl hIs.RhFI W aWTxaW=W�sk-: _ ® 0 <br /> 3 MUST INSTALLED BEFORE BOTH..IS SET. C.M.S.BLOCKS APPROVED JACK STAND Y _ ® Fa'4 F� <br /> I-BEAM BLOCKING&TIE-DOWN I-BEAM BLOCKING r <br /> I --�. �rTy'�-.1� <br /> r l ■■ {� — -l— — �1-----}�- ■ r -B$.-- 1:R-r)�� <br /> ...,NY,rolsr ,-s(Au 1 Vac t, 0 <br /> . � <br /> o ® k YA. <br /> j ® e <br /> IBD,_W4MP i �• a <br /> irk <br /> ,-OGM (CONNECTOR <br /> SWIRnxG ►BMW I "Au %�Irr--��nnµl-.;-- ----�- ' -�- , -----{�-------E11------�� -----{f• Kum -a-- -- -) <br /> iik <br /> II <br /> CONT.P.T.3.a til _ p n , �_--- --��-' -----�'---— ----- 1�1 --4\1 • ' 1 <br /> .D,•P.T.,W00 <br /> n of nR m".6 I _ ■r—� Li PRECAST CWLRER PADS D _ ___- <br /> ��1� eONTcv.T.R.1 L 14 FI_.e : • N F�K -.. 1_ — — 1 1 ■ ■ — r ® i <br /> ts I.-:r salmi I■AY 1— -®--- {m,"4-EE, 1 <br /> l z.'_PI•I'N •, SOL ANCHOR \ I Q` _ --- Q *_Y53%« k \ e l Q <br /> • _ ® ® A •_.� <br /> 5 SIDEWALL SKIRTING 6 I-BEAM BLOCKING&TIE-DOWN m I © 4' <br /> (CPT... B <br /> ANCHOR(TYR.) j/ ' <br /> �MAu .LLI�-1■1- �4�_- -t[0--_I2" -- (Lif�— -1■1-\�y-� -�VE1■1-::11 <br /> /1 ��WYY "NAA��P \ I v <br /> BENFRAI NOV, GFNFRN NOMN.Irant) <br /> I.FwNN Azr.szsv R ENDNero..ONLY FOR USE exe ucao6IE ewers tor.(., .CONCRETE MASNaY UN:v(.1u)IOW.NET COMPRESS.SMEWOM•1350 P... <br /> OU3CR wN81Wf4..IO P[R1Cd0 WSP[OTOx F $TiVCTRK .ORlty ETC; <br /> RENRED <br /> (LOOSE OR SE11710 MFRS.P.T.TW O WITFLICRATIV.LOOSE TE-DOWBS.ETC) '.PEN SLOW. <br /> -BLOCKS 2 NMI.PROPERTY LINE&IBA.IS,Y. -ALL SHALL1SENL El <br /> SET Nix YNRE eo VERTICALLY. i D O <br /> 3.WRONG DESIGN LOADS: USE SINGLE <br /> STACK <br /> TA K O d LOCKS SHALL BCSLNSTALIEO AT RICWT ANG:ES TO N.M. / , Y-O- T-O- -0•� <br /> EAM <br /> POOP..__.10 P&P OM. -HMV Of STACK.ALL NOT MEW 3 BLOCKS NOTE:TEOOVNS ARE STOP&ANGLED FOR CLARITY. ANCHOR SPACING(TYPICAL EACH SIDEWAII) <br /> WW0.........13D N.vN.EY+OwRE'C'(VyT) ,N PRACTICE INSTALL PARALLEL TO FRAME RAILS <br /> 1LOOR:::::0 P.SE.OR 21 I«. ,EVE TW-00.4 SISTER MUST BE INSTALLED BEFORE ME SUMOA'C YWULES ARC SET P.PUCE. <br /> RWN TGOORYCU54 0.508-I.0.SOI•C.e ANCHORS: <br /> CXDRS SNAIL BE AUGER TYPE UNLESS NOTED OMERM.. <br /> 1.A59UN¢p SOIL NJAWABL[BEARING comma 1C BC 1ND P.S.E.(.RIFT Yn1n LOLL -USE ANCHORS.STRAPS B CONNECTORS.MIST MOH INNWNALLY NAE YIN.ULTIMATE FOUNDATION PLAN <br /> B6r2 OFROALJ. OF 1STR lea.PHO MM.NSS MOWINVWORKING GPAUtt OF N.UL IM <br /> INµ4TALL ANWORB PFR IAAIKITITT RSIRUCTWS. 3_(Oyb <br /> S.AT GRADE PERIMETER FOOTINGS 10 6f ACCEPTABLE TO LUCK BUILDING OFRCIAL. - WORS YUST pF PERINICKIY nWTENEO TO ASwFE CORRECT IFNYPN. <br /> 6.OVERALL OWENS...ARE ERN OOP.OF 3•B SWIM BM TB 3•e BERNAL RNA AMOUNT CF VENTING REgNREB IS NIERYREO BY DINGING ME SNARE FOOTAGE OP ME SCALE:1TC•1'd• OINK ' (J(�if�{!� -Kw <br /> u WPM°BY ISOM ME RESULT EQUALS ME NET SNARE FOOTAGE GE WNW.REQUIRED.ME 40 F4 :- �• • 'P <br /> SUS UN WST BE TREATED WTI1'1 T NIGHTAPPR BE <br /> 000 ST PORCHES. <br /> WI D AND 1!S •° �1 T.USE 6 MIT.M.A.PNVEMttFRE UA'O[R MINE BURNNG W M.gN15 OVERLAPPED,R'. REWIRED ENT°PERMS PU[EO SO AS TC PRO`ME CROSS WRITa.ETW OF ME SPACE MO 1'E ,^ I T <br /> IL.CE VENTS UNDER COWLS OR THERE MET NIGHT OE COVERED BY Ppxp ei OR OECWS B.WORD:TOW SHALL SE BE YAWED <br /> E. <br /> -ALL P.T.PION SANE BE YARWf S TO S C FOR GROUND CONTACT'. B <br /> -p z 3 z 31•P.i.AOfD MOWS M BE CUT TO TENON BEFORE PRESSURE TREATING. .�<Y165RB� 4a,•n+R <br /> 9,WNW,.CLEARANCE ER.BOTTOM OF FLOOR am TO GROIN.TO BE Ie. <br /> &suzeomu5Wassox wmaa Nv 18189 <br /> OFBUA2mND■TTaEaI EPROM. ■ MOBILE OFFJC�/HOAR for: ` '.1(..•Kn '" <br /> SPTOY NDT N' 8 :CA " 48K60 Lease Unit �'x �+��/ENOL O.AS MBE WT0BSE%CEPTA4KmPAREOR00E + s7 ■ <br /> GATE REVISION BY DATE REVISION BY DATE REVISION ON comoss No.eue ocousleEi 0 ORANNID. Ma06Pam 18 BLMP-12 PPS 11118 <br />