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<br /> 2017 FOUNDATION GUIDE z
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<br /> D.F.P.Planning& Design o
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<br /> SCOPE OFDRAWNOER 9100 Baltimore St NE.Suite 106 W w
<br /> 13 HESE CAST•IWPLACE CONCRETE FOUNDATION WALL OUOELN6 DRAWINGS ARE PREPARED AND
<br /> CERTIFIED BY THE HANSON(WOW N COMPLIANCE WITS THE MINNESOTA RESIDENTIAL CODE THESE Blaine,BlM N 55449
<br /> DRAWINGS CONTAIN UR
<br /> STRUCTURAL INFORMIO
<br /> INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD CIF. •
<br /> CONCRETE FOUNDATIONS FOR TYPICAL RESDENTAL CONDITIONS.DITONS.THIS INFORMATION B RELEVANT N
<br /> TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR MO THE FRAYING CCNIRACTOH Z I-,
<br /> THESE°REWPIGS EXPIRE ON DECEMBER 31,2317, w mo
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<br /> !OTE' Revision Data Naso on f LL^
<br /> DRAWING USE aAcTon LISTED
<br /> AAD LINEATIONS DO NOT LOCATE CONGEMRAT W LOADS N EXCESS OF 1,000 PLF OR 14060 POUNDS ABOVE STEP tDU Z o^
<br /> THE ET WITHIN
<br /> LASTEDINTHETITRO EDFKBELOWISLICENSEDBY THE ES GROWTO USE THIS LOCATIONS SNDWN F Zm Xn
<br /> PACKET WTTHM THESE UNRATAYNS NOTED FOR PROJECTS VNIICT1 THE LEONECLIENTS
<br /> IS DIRECTLY UTNE RESPONSIBLE. 3u
<br /> TN:LICENSEE MAY RELEASE TMS PACKET TO ITS WHO/
<br /> NTRACTORS ANO CLIENTS FOR USE N ITE 75'MIN I LL J 2'Ll]
<br /> PROCUREMENT OF WRONG PERMITS FOR PROJECTS WINCH THE LICENSEE IS USING THESE DRAWINGS. t. ,y FULL HEIGHT GARAGE FROST Q a m a
<br /> 1 WALL WALL 'I
<br /> THE IDHNCEION OUOEUNES ARE TO SE ISSUED TO HE APPROPRIATE BUILDING DEPARTMENT N ---
<br /> ACDORDANCE WITH THEIR APPROVED PROCEDURE NOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW LOOKOUT i a
<br /> AND INSPECTION$.
<br /> WALL '• WOOD FRAMING ABOVE IN OTHERS 1510'ONO ANCHOR
<br /> LIITATiON9 ' G Kb N'S LESSANCH10R-. - @S:2 O.C•MAN OR
<br /> 1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS N CLEAR HEIGHT IFRON TOP OF FLOOR SLAB TOTQ ' ,f 1 Lu BOLTS IT NEL EIABEDI �' /'/ SILL PLATE TO MATCH EQUIVALENT METAL \\ ,./-PLATE BYOT E
<br /> I •'f� \ PLATE BY OTHERS
<br /> OF WALL AT SILL MITE BEARINpNOT NECESSARILY BASEMEN CEILING HEIGHI7. m Ly r.- NAA OR / FRAME WALL ABOVE STRAP ANCHORS `�. f.'''
<br /> WWI METAL
<br /> Y.STRUCTURE HEK'Jti 6 NOT TO EXCEED TWO STORES ABOVE TIE BASEMEN. •... ®. (I..1 FRAKIE IA A B THICK STEN
<br /> ].OVERALL BLBDING IS ASSUMED TO TALL WITHIN TIE PgESGRI'IIVE LIMITA770NS O THE CODE.A SITE REAR FROST WALL STRAP ANCHORS j- '11 44 a COM
<br /> SPECIFIC PLAN ONSIREVIEW HAS NOT BEEN FLOOR,
<br /> A €f / 8S.'MAX.FCR C TH37(STEN SLOPE GRADE AWAY y:y i HORIZONTAL TOP CTM BPR
<br /> 4.STRUCTURES CONSTRUCTED OF WOOD ROOT,WOOD ROOF,AND W000 WALLS ONLY.NV PRECAST OR O ELEVATION FROM fONDATUON�B AT TOP OE WALL
<br /> STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS 15 PERMITTED. .. ELOPE GRADE AWAY °. SLAB-pNFORAfIE By OTHER$
<br /> 5-EXTERIOR RADE SLOPING DOWN AND AWAY FRC.TIE FOUARATEWALLS. •• -I>� TYp. 2 SHOWN FOR FROM FOLNDATKn? • MIN.
<br /> A ANY CASE BEYOND TE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL `® REPRESENTATION ' 6- I -�
<br /> ENGNEERBIG DOCUMENT& 25 STEP ;PURPOSES ONLY MILL I, V 11 I_� aZ
<br /> 1-1111 !.-MAY NOT APPLY _
<br /> 6 MIN THICK CONCRETE •
<br /> COLD WEATHER%DELA 6C FOUNDATION,SEE OTHER•\-, ELEVATION 12114 HORIZONTAL BMS -'I I 1•I- 1.1 1-I I 1 0 2
<br /> T.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO MAN A MDC DEMON WHICH WALL DETAILS FOR MORE TWO \STEP SPACMY'RE• EMS • BOTH TOP 6 BOTTOM I w i Vj
<br /> ADEQUATELY PERFORM UNDER TM EXPECTED CONSTRUCTION TOM1O BEC THE USE OF ADDITIONAL / E)GEIOEDAT LEAST 8S.- /""" ST MIN.THICK RETE- iA or
<br /> CEMENT,HIGH-EARLY STRENGTH CONCRETEµDOR ACCELERATOR IS RECOMMENDED AT OPTIONAL CONTROL JOINT"'-ti O // LUEAUHAL.STEM W PTO I �-"1 Y a CONTINUOS
<br /> CONCRETE _'`�' m 1L w
<br /> ^-,_l BEYOND EACH EMD OF STEP MNIMUM THICKNESS TO I O r
<br /> TEMPECONCRETES WARM 1nOH5 EXPECTED LESS THAN C TWENTY DEGREES F. AT EACH END OF STEP MATCH SKI PLATE HORIZONTAL BAR Al FOUNDATION WALL z W
<br /> S.DELIVER NARMµDINATNMFIV MANNER PLACE CONCRETE CARLYNTME DAY WHEN �NFIiF TOP OF WALL -
<br /> POSSIBLE. / Aa 4 NO.BOATELS(TWA. z�LLo
<br /> T.CO NOT ATO ADOITXONAL WATER TO THE CONCRETE.THE USE Of WATER REDUCING AGENTS I5 j FARED}CENTERED IN WALL E o P''
<br /> RECOMMENDED AYHEH WOIMABLTTY CONCERNS EXIST NO CONCRETE ES TO BE PLACED ON SNOW OR N STIR.EARS / 1.4 VJ
<br /> CONTACT WITH FROZEN MATERIALS 't" . -6'y ZIATKA CONCRETE AS'OASLAY SOL) SLAB OTHERSSippE � 9<
<br /> TOP&80TTW ]i �--' OR 36'QC.(SANDY-CLAY SOLI 8Y Li::E.<'1
<br /> 4.REBAR DOES NOT NEED TO BE PRE•HEATEO.BUT IS TO BE FREE OF FROST SNOW.AND ICE. x I 6 H.2••0'DOWELS Li 72'GC.MAX FODUFB)ATk]V WALL
<br /> IS'/AN.EMBED!DOWELS APE `"- OR 2A'O.C.IGIAY SOIL) OO�
<br /> S.BLANKETS CR OTHEF ACCEPTED PROTEC TICK IS HIGHLY RECOMMENDED FOR THE TOP 24'OF THE WALLS NOT REQUIRED IF BACKFILL IS
<br /> DOWELS MUST BE WET SET OR I r F�K
<br /> WHEN THE MR TEMP ERATUE IS LEES THAN TEN DESSESFµDFOR THE FULL MEFGMOi1£WALLMILLED AND ENE°,GRouTED (V o�
<br /> WHEN THE AIR TEMPERATURE B LESS THWE ZERO DEGREES F.
<br /> 5, PLACES EOUALLv NY1 BOfH 5 a R
<br /> "TIE ABOVE COD WEATHER GUDEENES ME GENE RAL.RFCONMENDATEENS AND ALL ACI COLD WEATHER EQ.- Ell }. SIDES IN LATS NOT TO EACH SEE - C ©�'n
<br /> REOCMEMENTS ARE 100E FOLLOWED AT THE RESPONSIBILITY OF THELICENSEE,
<br /> --EY ET-ALTERNATE SIC€
<br /> DETAILS 7 ' -IBYRENFORCED CONCRETE
<br /> CONCRETE WALLS: CU.x40 PSI E 20 DAYS t- STx1EY1FQFCED CONSISTS
<br /> BrN&FQEJTPIO BEE 551 (IB MOTH SEE LA
<br /> MO.5000 BIN OYS O300 BY SI WITH
<br /> RAN APPH SUPPLE Fl NRH FOOTING MAY BE-' (11'MN WDTN FON CLAY A
<br /> CONCRETE FOOTINGS:FA.SONO PSI 23 DAYS(OR 9LC0 P91 YARNµPPPRWEOApAO[1tNE THAT PBDYDE5 BASSEXTENDED PRIMED /r'It BACKFILLOR 16'MIN WORM P
<br /> A WATER AND VAPOR.RESISTANCE A7 LEAST OR EO TALENT TO SOTO PSI CONCRETE BMS ME PLACED AS ~ 22,11.MAX UNBALANCED BACKRLL) t
<br /> AGGREGATE: FOOTINGS.I LI-MAR SHOWN
<br /> WMURS-UB I''.'mu, EOUNALENTREBARTABLE , -
<br /> REINFOTgNOSTEEL: NA-BARS-ASTMABtS GRADE AD FCFBUNDLED HORIZONTAL BARS CONCRETE STRIP / `STABLE BANK r2 1 WALL SECTION T�� WALL SECTION -
<br /> S.BMS-ASTM AVE GRADE 6G 121FH.YEW room° l\\✓✓j SI LOOKOUT WALLL CONDITION ^'I SII:_
<br /> n.MAK SINN
<br /> 61 WALKOUT WALL CONDITION ql
<br /> TREATED Ma PUTS: OP GRADE AL2O R BETTER PIM.12195 II-
<br /> ALLOWABLESOL TI, o
<br /> SEMIND PBESSUPE 1500 PSF ANNA,N PIM.1211E DETAIL A V, �j
<br /> 1.CO NGENEROTBACKRLL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED AMNBAMCOMPRESSIVE FOUNDATION DETAIL /VIII
<br /> STRENGTH OF 2,250 PSI.N AOEBTMON,00 NOT BACKELL UNTIL THE BASEMENT WALLS ME LATERALLY 91 j AT FOOTING STEP LOCATIONS
<br /> SUPPORTED SY THE TEAL.INSTALLED FLOOR CONSTRUCTION AT TEE TOP AND BOTTOM,IIA.ESS I .
<br /> ADEOUATE SHORNGIS INSTALLED ASREM/ETEG SHORING IS THE SOLE RESPONSDERY OF THE GENERAL
<br /> CONTRACTOR
<br /> 2.STRIP FOOTING MAY 3E PLACED AT ELEVATIONS LOWER THAN SHOWN N THE DETAAS
<br /> • 3,T1y'MEPP BYSP-WEE BY CONTINUOUS KEYWAYS MAY BE USED IN LEU OF DOWELS FOR FAL HEIGHT AND UO `7
<br /> FROST WALLS. 0.)J
<br /> A,STRIP WON*TO WALL CENTERLINES MAY BE OFFSET UP TO 2',HOWEVER.A NNMUM OF F DFSTRF
<br /> FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SDE. RN p
<br /> S.PROVIDE CODE REOLIRED FROST PROTECTION TOTE BOTTOM OF AU.FOOTINGS. 0 P5
<br /> A SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6'WREN TEE FAST TEN FEET . -
<br /> UNLESS ADEQUATE TANNAGE OR STEALER ARE PROVDEO. 'vF-1-�'
<br /> TA BOTH MATERIALS AND INSTALLATION OF DANN TLE•WATERH'ROONO CONTROL JOINTS.FLASHING.AND gNCHOR BOLTSDUE WALL- r '-WOOD FLOOR
<br /> 'MUTATION ARE TO BE N ACCORDANCE MPRH THE COVE BY TIE GENERAL CONTRACTOR,UNLESS NOTED \ V T/ SYSTEM STONERS
<br /> OTHERWISE. ANCHOR INFOON MESE
<br /> 14 ALL WALL WIDTHS SHOWN AAE NORMAL DIMENSIONS.UNLESS NOTED OTHEEAMSE OVERALL WALL 5-0S.1P LONGA/IC.0R . WOOD FRAMING i / FLOOR TO SAL
<br /> THICKNESS MAY VARY BY LP TO T5 FROM THAT SHOWN ON THE ORANMGS. BOLTS(r IAN.EMBED; / ABOVE BY OTHERS ,ii �.(
<br /> F.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED TE,BARS BEING SMILED ARE 70 BE WITHIN T NP T2'GC.MAA ONr� 2.6 MN SXL MATE__�`1 I ,//'-'•• ^`H NEGI7DN SEE 192
<br /> OF CENTERLINE MINIMUM SPLICE LENGTHS ARE 30 BAR OMAN-TEM FOR GRADE NO STEEL AND 48 BAR EOLNALENT KETAL \\ ,./% f-.AL PLATE TO WTCN ; W
<br /> DIAMETERS FOR GRADE 60 STEEL TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ME MET. STRAP ANCHORS `\ ,/ �r FRAME WALL ABOVE C -- ----
<br /> 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BMS AT WALL CORERS END NTERSECTICRIS- \ f/�CPTDNAL SLAB LEDGE Aw V
<br /> HORIZONTAL BMS MAY BE PLACED ANYWHERE WHIN THE WALL AS LONG AS AT MINIMUM CLEAR COVER -
<br /> CONTRACTOR IS TO PROVID€-�, / ! I Z
<br /> D ACHIEVED ON ALL sines. CONCRETE SUN-ONGM[E Ili- I
<br /> I1.REINfORCING AAYBT BUNGLED ITP TO A MAXIMUM OF TARES SME,
<br /> TEMPORARY TOP OF WALL `+.. I j GRADE SO BB VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/Ft.3000 PSI w
<br /> BRACING UNTIL GARAGE N.
<br /> -r Mu.CIA-CONCRETE A1DNANE TD cam TMST MN.v
<br /> 12.CWELS MAY BE DWI ED AND GROUTED IN PLACE.VERTICAL BEESANI DOWELS DO NOT NEED TO ALIGN -- --,_-�` l s. A aE
<br /> SLABKSWTAGERAGIS IN PLACE SAME FOUNDATION
<br /> AWAY REBERFOUNDTABLE 6E1RWALL.SEE
<br /> VERTICAL BARS MAY BE t1WlLEpµDEMBEDDED Tv PITO THE STRIPFOOTNGIN DOWELS. '�` i� REBAR 651 FOR BACKFILL TYPE
<br /> TIME BONDWT11TENCONCNETE ANO REINFORCING COAL NOT SE THESE
<br /> REDUCED IF VERY TAROT PR(HOOISMEMI REWIRED
<br /> Iq1 FROM FOUNpATDN ,€' CLEAR HEIGHT BADNESSREFIGHT F•"'I
<br /> PROVLLLATEIDE AL suEOPO 7 VERTICAL REBM
<br /> FORM MIS PRESENT FOR THE CONDRIONSCOHTA►NED WITHIN THEE ORAAVfN(i1 � SSEE BSN) (SDE 451) SAND Ix P9F T'T} SANDY CLAY Al PST CLAY HO PSFAFT) �Ey 0
<br /> WALL LITERAL SUPPONn 1 a
<br /> MARE TOPLATESlEAV ARE lGBE MCFDREO WIfKH'OP EAIUNCTWOAN.`,Mf'AA6 PER SILL SECTION,ALLWALL S.6 WALL THICKNESS WALL THICKNESS WALL TRIMNESS
<br /> ARE TO HAVE AN ANCHOR WIHNA'TOES LEACH END,AN ANCHOR(STOW PLACED AT ALL WALL `-ASF-O'ANDE(A 2P GC.BENT OR t t2' B- ED' tS B' t0' I t2' 1��1�
<br /> CORNERSµD INTEREECTMNS ON WALLS MORE THAN TWO FEET INS€MOTH WALLS TWO FEET CR LESS IN I OBALEC AND EPDXY GROUTED •
<br /> 113.CLEAR rL r t0' W W
<br /> LENGTH REQUIRE A AONIARN OF ORE ANCHOR_REOLAREMENTS FOR SHEAR WALLS AND BRACED PANELS ® 9-0 CLEAR HEIGHT OF F-0'OR LES .r --_------. 52 w 8-0. ZHi NONE NONE NONE NONE NONE NONE ']C NONE NONE_ W�Z
<br /> •\
<br /> MAY BEN EXCESS O THESE REOt11REMENTE TM)NCH WASHERS ARE ONLY RETORTED AT FULL HEIGHT a /•- - (2)N ODITE HORIZONTAL BARS - B DKr'ORL ESS ` I DEBBY CHORE Ilial ris PINI.3DPdGEAROP a IFO'S pH z
<br /> LI `
<br /> FOUNDATION WALLS.BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR MY VERTICAL LOAD SLOPE GRACE AWAY F ROM- \ CLEAR 16011 OF FA'OR MORE - L NONE NONE RgNE N14NE NONE L NRRE F10Aff NOME NONE
<br /> TRANSFER OYER A SILL PLATE OVERHANG CONDITION FCUNDATICN AT A GRADUAL 2% i -III
<br /> GRANULAR MATERIAL MANN) r G WE am VMS mat
<br /> I6 n a*Lime cVMaR INONME1XNQOninN x 0
<br /> H
<br /> IS.ANCHOR BOLTS A'DIAMETER OR LARGER AIENOT REOUIRED TORE CORROSION PROTECTED IN SLOPE PER GENERAL None (]YAAFCONT,HORIZQlTAL BARS 5' NONE MOTE NONE 36' NONE I NOW S6 NONE I. NONE NOII1ElI LAS O(ARSIANAl PT0•OB6iS. Engines( L 0
<br /> NONE NOSE NONE '3E' NONE NONE 96- NOME NONE UEdH Ne IN.OR the$MIe Al ENnewu. C- U
<br /> ACCORDANCE WITH CODE SECTION ROT T.3-s EXCEPTION I. H{N•CONTINUOUS FOIRCITAL O 0-0' F•_-_-....-_-__-- ......
<br /> 16.ALL PRE-MMUFACTLRED FASTENERS AND COMAECTCRSARE TO BE*STALLED MACCORDANCE WITH _-11" - BAR AT TOP OF WALL 7-0' NONE HONE NONE NONE NONE INbNE Si' ' NONE I NONE Wed: •f '+ II
<br /> THIS MANUFACTURERS LY REQUIRED
<br /> T I ~~'�-
<br /> A S-0'OR LES$ L UO
<br /> 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL RETORT FIRST FLOOR VON-BEARING FOUNDATION WALLS NONE NONE NONE NONE NONE NONE NONE MORE I NONE �Wy
<br /> 1&CAFIE ES TO BE TAXES DUR O CONCRETE PLACEMENT TO MRAUQE INADEQUATE HORIZONTALµO �/ M I CONTINUOUS MORSOBTAL y.6• PUN)PIAmo: Nick MORJOn
<br /> 55 VERTICAL BARS @ 2S.'0.C.-----"--'-'-'
<br /> .4 �'\ Gar NONE NONE 38' 'J6' ACNE T•- 2S.' I NONE
<br /> CIAGONAL COLD WILTS.AND TOPREVENT THESE JOINTS ENTIRELY N WALLS WER WATT YERTGAL BARS Ep 2S.'QC.TSP-
<br /> CENTERED INWALL IOAID N �\ '38' •NOTE NONE S6" NONE NONE 2A' 2A' 1 Iy
<br /> REINFORCEMENT.p[K:QUATELY WBRAT€CO'/CRETE AT POTENTIAL JOINT LOCATORS ASREOLf1E0. THE REDUCTION OF CRACKING ti� 91sT-0'OOWELBT 77 oz.-- F-0 HONE Da16: 1-t-7 IleCnse Nu.nDbt: 4B655 *w
<br /> RASED ON PLACEMENT CONDITIONS TOELIMINATE IONEYC0A10ING AND TO ENSURE WFFIIEMBONDNG � 1'AIA CI-0.CONCRETE MAX5•MIN.EMBED! H CONCRETE Fa' 0
<br /> *ACHIEVED. ANO BACKFLNG ISSUES PRIM I \ FONDATKDN WALL I b1489NLpA0E INT NONE NONE NONE 3W NONE'NONE ]5' NONE I NONE CO
<br /> TO TOP OF WALL PINNING ,
<br /> IS.TOPµp BOTTOM O iOUNpATDN WALLS ARE TOW LATE RALLY SUPPORTED PRIOR TO BM.KFL11N0. L --OPTNYAA.T Pl(SD iN5ULAT10N ON 1 J _ 7NE NONE___NONE _NONE NONE WINE.NONE 3C NONE' NONE
<br /> MEMS AND METHODS OF LATERAL SUPPORT AW BY OTHERS. I < ----- r Fc
<br /> *4WD'DOWELS D AB-OD- II' -TT INSIDE FACE AND UNDER , :Ai �` E-0'Oi LESS NONE NOW -HANE NONE NONE I NONE NOW NONE I NONE t.J
<br /> MAX 15"MIN.EMBED)
<br /> Lam_-„�J`"\ SLAB ON-GRADE FOR 24'WA "a NOW IF FL.COW PSI
<br /> ~l''--UNRENFORCEDCCMCAETE I'-�_"--UNRENFORCED CONCRETE STRIP
<br /> STRIP FOOTING SEE SST FOOTING PER CODE OR IN SLALOM
<br /> 1407 SIRS
<br /> SWOP FOR FROST AS GENERAL STRIP FOOTING SIZE GLADE DESIGNER,AS AN ALTERNATIVE OWE �u LW
<br /> AA
<br /> REQUIRED PER SITE DESIGN) USE TARLE SHOWN AT LEFT
<br /> NOL ONEATORY TWO-STORY Pitl_512'08-]tt.AIN 5T2 DATE:
<br /> STRUCTURE STRUCTURE EQUIVALENT VERTICAL DEBAR
<br /> SUBSTITUTION TABLE "'RHI""so ny'a,Pn re..m 6-16-17
<br /> DETAIL ABOVE MAY ONLY BE UNITIZED FCR A LENGTH OF HSTF 2000 PSF 16'RIDE KW THICK EC'WOE•S THICK REVISIONS:
<br /> -'----' -'--"--- I6N2A-.05Q 10".M p 12'(ORME 40•M p F(GRADE AO)IWO 10-I I-17 Cl)
<br /> NOT PSF Err TABLE
<br /> OYEIS THIEL,26WDEA ODIZE THIcK 16E36'.F5®2A'.IAD 16-TGRADE60U•M®I2'IGRADEADj
<br /> NOTE:TABLE ABOVE IS A GENERAL FOOTING SEE GUIDE THAT SHOULD EE VERIFIED BY HOME SITE ADDRESS:
<br /> DESIGNER ANO IS BASED ON ET.O'FLOOR SPARS 5 WED-ROOF SPANS ONE•.12yN(GRADE CAI 10-26-17 CD
<br /> WALL SECTION I-3-17 CC)
<br /> CO
<br /> („E.1) E KEENER'UNBALANCED FILL
<br /> REBAR TABLE
<br /> 1i_i-- WALL SECTION
<br /> 8+,/ FW,.HEIGHT WALL CONDnKAN
<br /> Cry Swim MN 21p:_ DRAWN BY:
<br /> KH
<br /> PEERS W,101111 7.001 ^ 2019.1.NO.
<br /> DAH: JanAT/.2017 `J` 216338
<br /> SMUT I AU 2 SHEET NO.
<br /> 0 COPYRIGHT IUWSON 000LIP LLC 2017 5
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