Loading...
HomeMy WebLinkAboutPlansATTENTION: The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for your particular area and or application. Retain a registered professional engineer to design a foundation which meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compact- gra.i.ba.ez-"...............�,.,.�,.� INGRESS/EGRESS 36" DOOR 18" DIMENSION "W" = 41'-4" DOORWALL 18" 22A" 24r ■■I II 11 II 11 I! I 241i" 221' 18" SIDEWALL 11 11 11 II II II 1 ECONCRETE NCASEMENTS WfTHOUT MOB 1 — NO. 6 TIE BARS 0 8'-0` MAX. - CENTERLIUNDAT3NE0N NO. 6 TIE BARS 0 8'-0' 11 1 FLOOLQA R aji WIRE MESH 6" X 6" BY NO. 6/6 221" 1111%\ 24• CONCRETE ANCHOR SEE DETAIL SIDEWALL (29)ARCHES, DIMENSION "CI = 61'-10 1/2" 2 22k" 18" INGRESS/EGRESS 36" DOOR NO, 3 STIRRUPS 018" 0/C 4 - NO. 4 BARS 12" 8`-0' OR LESS 6 8'-0" CONCRETE ANCHOR. OR LESS SEE DETAIL 18� WIRE MESH 8'-O" OR LESS )N8T ELQQ B'-0" OR LESS 12" rNJtC� . 01txiY.uir MAWi."O'N 1'k 22" 12" 6 MIL POLYETHYLENE MOISTURE BARRIER 4` CRUSHED STONE OR WATER -WASHED GRAVEL oh" TOP SIZE) ._.I 7" 4" CLEAN GRANULAR COMPACTED FILL NO. 6 TIE BARS CONCRETE ENCASEMENT SECTION THROUGH LENGTH 6. r Ihe 12" TOP OF STRIPPED GRADE i--)0 egq,>1ee( 5fibly TOP OF STRIPPED GRADE NO. 3 STIRRUPS 018" O/C I"�IfI1 17.1 1=m 1=111= �IIII.11` iii=i.��� �,r 4 - NO. 4 BARS J 22» �BLl�t!'7. %dOp �75 j'PyI l FOUNDATION — 2 GROUT 5000 PSI STRENGTH MODEL: Q40-18 CUST. NAME: BERRY PETROLEUM ORDER NUMBER: 75450 SECTION THROUGH NOTE: Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures must be in accordance with factory pecifications to retain structural arranty. PERFORATED STRAP NQLFACTORY SUPPLIED (AVAILABLE AT MOST LOCAL HARDWARE STORES) CONCRETE ANCHOR (NOT FACTORY SUPPLIED) CONCRETE ANCHOR DETAIL INSIDE SIDEWALL GROUTING ENDWALL GROUTING OUTSIDE CONCRETE TROUGH FOUNDATION GENERAL ARRANGEMENT ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SC.AI NTS ISI-IrcT• 9 nc A ATTENTION: The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for your particular area and or application. Retain a registered professional engineer to design a foundation which meets local by—lows and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compact' -vriliLP-P-__........ ........... . INGRESS/EGRESS 36" DOOR D00RWALL 18" 223¢' 24iri" 24) " 22X2" 18" ---- 11 11 11 SIDEWALL Lu 1l 11 11 - CONCRETE ENCASEMENTS WITHOUT ELQQR NO. 6 TIE BARS 0 B'-O'MAX. - FOUNDATION — NO. 6 TIE BARS 0 8'-O" MAX. II I I 11 11 11 1 11 IFLOOR I WIRE MESH 6" X 6" BY NO. 6/6 i 11 ii 11 11 18' 22" 2 NSIDEWALL 11 CONCRETE ANCHOR SEE DETAIL (29)ARCHES, DIMENSION "L" = 61'-10 1/2" 24,1i" 22X2' 18" INGRESS/EGRESS 36" DOOR NO. 3 STIRRUPS 018" O/C 4- NO. 4 BARS 4" 8'-0" a" -O" CONCRETE ANCHOR OR LESS OR LESS SEE DETAIL WIRE MESH 22" 41710. Vitw`si ,VIw.K3i:iw.Mr71a 8.-O" OR LESS WITHOUT ELQQB 6'-O" OR LESS 4" 12' "r 6 MIL POLYETHYLENE MOISTURE BARRIER 4" CRUSHED STONE OR WATER -WASHED GRAVEL (1h" TOP SIZE) — 7" 4" CLEAN GRANULAR COMPACTED FILL NO, 6 TIE BARS CONCRETE ENCASEMENT SECTION THROUGH LENGTH NO. 3 STIRRUPS 018" O/C 32" 4 - NO. 4 BARS I— 22" TOP OF STRIPPED GRADE I-1 III=119-i T I -III- I -t2" 6 TOP OFJ STRIPPED GRADE FOUNDATION — 2500 PSI STRENGTH GROUT — 5000 PSI STRENGTH MODEL: Q40-18 CUST. NAME: BERRY PETROLEUM ORDER NUMBER: 75450 SECTION THROUGH NOTE: Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures must be in accordance with factory specifications to retain structural warranty. PERFORATED STRAP NOT FACTORY SUPPLIED (AVAILABLE AT MOST LOCAL HARDWARE STORES) CONCRETE ANCHOR (NOT FACTORY SUPPLED) CONCRETE ANCHOR DETAIL OUTSIDE INSIDE INSIDE SIDEWALL GROUTING ENDWALL GROUTING OUTSIDE CONCRETE TROUGH FOUNDATION GENERAL ARRANGEMENT ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SCAI F• NTS ISI-Irr-r• 9 nr A PROPOSED LOCAPON MODEL 040-18 POWERBIL T ENGINEERED STEEL BLDG. FOR NEW 60FT X 40FT 18 GA. STEEL STRUCTURE POWER DELIVERY STA770N METCALF EXCAVATON MAN—CAMP BERRY PETROLEUM PAD 111--697 EXISTING TRAILER EXISTING ENTRANCE TO PAD FROM GARDEN GULCH EXTENSION ROAD ATMM8 " NOT IN USE ** APPROXIMATE LOCA770N OF EXISTING COVER—ALL L Berry Petroleum Company 73 Slgxele Road Slice B(Parachute Field Moe) Parachute, CO 81635. PROPOSED STORAGE STRUCTURE REVLSriNS 2110/200 SHEET SHEkr 1 or 1 ZWOVKOL5C ° ; e" 1> _ 1•XH-01 N ,1 r C4' -___.TY —_ Metcalf Excavation Incorporated 795bwele Qfie1S, 9P®eiir.rle. C0816351M/0a (578 265-6331 PAD 111-697 STORAGE STRUCTURE NEWCMIP %NU1.91M3 T75 -R95 s. FIGURE 1 Regional Location Map Berry Petroleum Operations Garfield County, Colorado PeTRA &M2005 B�117.20 AM o _ 15.0oo FEET (121") r:OOF PANE L. 5 6 X)") ROOF PANELS 1 • A/l toad% mastcrrry /y w;% 2009 r e c n?.rd nm-iik/4t.ia/'eis /$5ftl//than (pec /tic✓I-717r71S APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT Date By FIELD COPY NO INSPECTION WITHOUT Ft' THESE PLANS ON SITE page of MODEL: Q40-1 8 CUST. NAM : BERRY PETROLEUM ORDER NUMBER: 75450 z 0 tenz 517F -WALL CL-EtWA\C PAPA =BOO CL A?A'\IC AfiA L 0 C LJ 0 OUTSIDE STEEL 0 N r- 0 CEJ r r. Ll LC) Tip 1' 2 3S, 1" 1 OUT/OUT STEEL L VSION 5' 1'' 1.17' NOTE: I -HE SHORT PANELS MUST BE ALTERNATED FROM SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE A STAGGERED JOINT FOR GREATER STRENGTH, eSC GENERAL NOTES: 1. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW BE IMPOSED ON THE "STRUCTURE" 2. THE FOUNDATION ON THE DRAWING IS A SUGGESTED SOLUTION ONLY. CHANGES MAY BE NECESSARY DUE TO LOCAL BUILDING REGULATIONS. 3. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 2000 PSF. AND AT LEAST 12 IN. BELOW FINISHED GRADE. 4. SLAB ON GRADE SHALL BE PLACED ON SOIL CAPABLE OF SUSTAINING 500 PSF. WITHOUT APPROPRIATE SETTLEMENT. 5. BUILDING MUST BE GROUTED INTO TROUGH, INSIDE AND OUT TO MAINTAIN STRUCTURAL INTERGRITY EXCEPT WHEN USING WELDED BASE PLATE CONNECTORS. B. CROSS TIES MUST BE INCASED IN CONCRETE WHEN CONCRETE SLAB IS NOT USED 24 1/2" ARCH DATA: DESIGN DATA: STEEL GAGE: 187 1 /2„ 50 KSI MIN. YIELD fl GALVALUME SHEET STEEL LIVE LOAD: 80 PSF BASIC WIND SPEED: 140 MPH 3 SECOND GUST WIND SPEED: 150 MPH MATERIALS: 1. CONCRETE STRENGTH AT 28 DAYS TO BE -2500 PSI 300 0 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM SPECIFICATIONS. ARCH PROFILE THES ONE E BUI 'SIN NO DE YS WITH AN SH LL C F. ' k AL CHA BY THE BU ) ING oPP'c LANUST ITE OR AY •CC R. C N TO B EPT AT ECTI CT ESE EA' CL. °RY N ENDWALL ED EAD DOOR n r t l 8LCD-ID-10-1787 0 L 030 L aaL m storage aWell Pad 1-11, Parachute ATTENTION: The foundation shown may not conform to your local by-laws and has no warranty as to its sufficiency for your particular- area and or application. Retain a registered professional engineer to design a foundation which meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. DIMENSION "W" = 41'-4" I-- — 18" 22;i" 243f2" DOORWALL 18" 11 II II fl 11 11 11 24;42.° 223" — 18" i SIDEWALL I I 1 NO. 6 TIE BARS Hill1 Ei 1 ;1111 II II :at 11 t 8'-0 CONCRETE / ENCASE.MENTS �� W111UT FLOOR mAif CtENTERLINE Id FOUNDATION FLOOR WIRE MESH " X 6" BY NO. 22" 24)" y 12" -a" 8'–O" OR LESS SI 1 Y\ NO. 6 TE BARS 0 li 8'-0° MAX_. I 11 i EWALL CONCRETE ANCHOR SEE DETAIL (29)ARCHES, DIMENSION "L" = 61'-10 1 8'-0" OR LESS ELOOR CONCRETE ANCHOR SEE DETAIL WIRE MESH 2" 24-.)7,z" fl z LU 0 (1) 22_3-2"ti L 18" 8r W0" OR LESS WITHOUT FL04E 8.-0" OR LESS 4" 12" 6" O 0 - NO. 3 STIRRUPS 018" 0/0 4 – NO. 4 BARS ---/ 1 22" >! Ce 12 6 MIL POLYETHYLENE MOISTURE BARRIER 4-" CRUSHED STONE OR WATER–WAST-IEC? GRAVEL (1}2_" TOP SIZE) 4" CLEAN GRANULAR COMPACTED RI NO. 6 TIE BARS CONCRETE ENCASEMENT SECTION THROUGH LENGTH NO. 3 STIRRUPS 318" 0/0 4 – NO. 4 BARS 2 n " A 2 N N 0c See emqmeered round. Pry► A-er:ft it Pink, ,{1?) TOP OF STRIPPED i GRADE =I!i-I€1-i1i-1!i= N ., 12 TOP OF– STRIPPED GRADE 4" t;-111 17 -di E I�Elii ii1E FOUNDATION - 2500 PSI STRENGTH GROUT --- 5000 PSI ST RENGTH Cff tx w 6 MODEL. Q40-1 8 CUST. NAME: BERRY PETROLEUM ORDER NUMBER: 75450 MOTE: Inside grouting should be higher than outside grouting to prevent water seepage. Concrete grouting procedures must be in accordance with factory specifications to retain structural warranty. PERFORATED STRAP NOT FACTORY SUPPLfEQ (AVAILABLE AT MOST LOCAL HARDWARE STORES) CONCRETE ANCHOR (NOT FACTORY SUPPLED) CONCRETE ANCHOR DETAIL INSIDE SIDEWALL GROUTING N(31OUTSIDE EN DWALL GROUTING CONCRETE TROUGH FOUNDATION GENERAL ARRANGEMENT ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 1 SCAI I"'! NTS I RIArrT• nr g MODEL: Q40-1 8 CUST. NAME: BERRY PETROLEUM ORDER NUMBER: ENDWALL FOR DETAIL NOTES: REINFORCING STEEL NOT SHOWN. REFER TO SHEET #4 1 k v�\ See A braced emsvmee✓eat -Ry.v►dThovt pi'vt s . Rm out5,&" SIDE 'ALL FORM DETAIL 75450 CONCRETE TROUGH FOUNDATION WOODEN FORM ARRANGEMENT ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SCA ..F! NTS cl-IFFT• r)r R 2" 18" ,7 4 NO. 4 BARS NO. 3 STIRRUPS ©18" 0/0 r HIGH CHAIRS INSIDE BUILDING '—ienii-="t^—---'a.......t.. �� iii -I I- 1 II I -I I I-nd I i— i = _—HIE I-111-111-111-111 III11-1 I I—III—III—III-1 ENDWALL SECTION BACKING PATCH -� TIE BAR (WITHOUT FLOOR; !K TIE BAR (WITH FLOOR) MODEL: Q40 18 OUST. NAME: BERRY PETROLEUM ORDER NUMBER: 75450 FASTEN SECURELY WITH WRENCH U -BOLT NOTE: Use two U -bolts per splice. Encase tie bars and U -bolts in concrete cis shown on Sheet 2. TIE BAR SPLICING DETAIL NO. 6 TIE BARS 8,-O" 0/0 TIE BAR MUST BE ENCASED IN CONCRETE Sec ewgineer 4Ltudfr*071 R n kec1 40 emit of pl m 5 2„ 2„ n N 1 NO. 6 TIE BARS -� C 1)/2" --- G 5"1 ..1110.... 2" yr 2 NO. 3 BARS NO. 3 STIRRUPS ©18" 0/C 4 NO. 4 BARS HIGH CHAIRS 8'-0" O/C INSIDE BUILDING ENDWALL STIRRUPS SIDEWALL STIRRUPS ir2"- iJ 5" 2" 7-.2 NO. 3 BARS NO: 3 STIRRUPS ©18" 0/0 14 NO. 4 BARS HIGH CHAIRS :I I I-1 H--- I E H LH I [ 1) 1 AL 'is° I rn-111E1 ffi1.1II.I111 111IIII#fI I Iit11 I-1 11 11—i l 1-11 ! 111 1 SIDEWALL SECTION WITH FLOOR INSIDE BUILDING 1!t 11 I L-1-7:111.--:: FT -,!1-1 1 1111 }. z 1.. SIDEWALL SECTION WITHOUT FLOOR REBAR TABLE BAR NO. DIAMETER MIN. LAP NO. 3 3/5 1)-0" NO. 4 r2 1,-4„ NO. 3/4"2, -0" _6 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 5 :AI. F! KITS I c(-IrraT• A nr g 39'-11 --- II MODEL: CUST. NAME: Q40-18 BERRY PETROLEUM ORDER NUMBER: 75450 Q40-18 SOLID PANEL # LENGTH SWO 216 SWI-SW2 216 SW 3 -SW 4 213 SW5-SW6 208 SWL -SW3 201 SW9-SWI0 190 S 11-S 112 177 S 13 -SWI 4 159 SWI5-SWI5 135 S `17-SWI8 103 SWI 9 S 29 54 1 ekl'1"3 geiuireof pgrvtde. 1 exi+ofev4 f ti5 emtlw�I. Per ;an cGC, ctopterto • Lack,, Lkbhe s, LL- t4 „9 s r zea s 9 c Scher- IPOS • Ltykf -vat frhavi der zooq 18c, Chifete 11. 9 WALL DETAILS ONE ENDWALL SOLID 8C ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR SCAI...F- NTS I c1IRVT• nr g a 13' ?1 13.15 NI 14 Z•5 2yoo �04 ctizey m) 39)--11 Nairn Wan) iriv rer !7-613,3 -v- MODEL: Q40-18 CUST. NAME: BERRY PETROLEUM ORDER NUMBER: 75450 CZ &'+5 jzejul v cA S40 18 14sH X:..14' ...OPENING PANEL # LENGTH OW 1-0W 2 210 OW 3-0W 4 203 OW 5-0W 6 194 OW 7-0W 8 182 OW 9-0W 15 168 OW 11-0W 12 151 OW 13-0W 14 121 �y ABOOPENING OPENING PANELS OW 15 ®W 16r0W 17 OW 18-0W 19 51 OW 0W20 -0W21 48 pRcvtdc .1- Side Glnn0l1cd clay 1A15 PMI, w4I. �i✓ zoM r9c- C6kf e(t lo• • Lock4, L.frkk5, taclz9s per Zocer X9c, $ecizv4. tooB • blit - Idtbein per' �4 gC , C44 -pit' /Z WALL DETAILS ONE END ALL SOLID & ONE ENOWALL WITH AN OPENING OR OVERHEAD DOOR SCAT F' NTS 1 RI -IP -1M A nr c GENERAL NOTES I. WORK SHALL COMPLY WITH THE 2006 INTERNATIONAL BUILDING CODE (IBC) AND ANY APPLICABLE STATE AND LOCAL ORDINANCES, EXCEPT WHERE OTHER NOTES ARE MORE RESTRICTIVE. 2. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ANY JOB SITE VISIT BY THE ENGINEER 15 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. DESIGN CRITERIA ROOF 80 PSF SNOW LOAD WIND SPEED G0 MPH EXP C 4. FOUNDATION ENGINEERING DESIGN 15 BASED ON DRAWINGS BY POWER BI LT STEEL BUILDINGS INC, PROJECT NO. 75450, FOR MODEL #Q40-18. 5. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS WITH THOSE SHOWN ON ARCHITECTURAL DRAWINGS AND METAL BUILDING DRAWINGS. PRIOR TO CONSTRUCTION, NOTIFY THE ARCHITECT AND ENGINEER OF DISCREPANCIES REQUIRING CLARIFICATION OR REVISIONS. TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS MAY NOT BE INDICATED ON THE PLANS BUT SHALL APPLY UNLESS NOTED OTHERWISE. SUBSTITUTIONS TO STRUCTURAL ELEMENTS TO BE APPROVED BY ENGINEER. FOUNDATIONS FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR COMPACTED STRUCTURAL FILL. SOILS ASSUMED TO BE SILTY SANDS OR GRAVELS WITH AN ALLOWABLE BEARING PRESSURE OF 2000 PSF MINIMUM. 2, FOOTINGS SHALL HAVE A MINIMUM OF 42" EMBEDMENT FOR FROST PROT ECT ION. 3. CONCRETE FORM WORK SHALL BE ADEQUATELY TIED TOGETHER AND BRACED. EXCAVATIONS SHALL BE CLEANED OF DEBRIS. WATER AND LOOSE SOIL SHALL BE REMOVED PRIOR TO PLACING CONCRETE. CONCRETE I. CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT MIX AND DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 AT 28 DAYS. CONCRETE QUALITY, MIXING AND PLACING SHALL CONFORM TO AGI 318 AND IBC SECTION IG05. 2. CAST IN PLACE CONCRETE SHALL BE PLACED CONTINUOUSLY, WITH NO COLD JOINTS UNLESS INDICATED IN THE DRAWINGS. MATERIAL SHALL I3E ADEQUATELY VIBRATED TO PREVENT THE OCCURRENCE OF AIR POCKETS AND HONEYCOMB EFFECTS. ROCK POCKETS AND VOIDS SHALL BE REPAIRED. 3. NO CONCRETE SHALL BE PLACED SUBJECT TO FREEZING CONDITIONS OR ON FROZEN GROUND. REINFORCING REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE GO. REINFORCING STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. 2. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." 3. REINFORCING BARS SHALL BE AS LONG AS PRACTICAL AND BENDS SHALL BE COLD BENT. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS OR HUNG FROM FORMS. 4. NO REINFORCING BARS SHALL BE SPLICED BY WELDING. ALL REINFORCING BAR SPLICES SHALL BE LAPPED 36 BAR DIAMETERS OR 24" MINIMUM, UNO. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE. 5. VERTICAL DOWEL BARS IN WALLS AND COLUMNS SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM, UNO. 6. 7. MINIMUM CONCRETE COVER REQUIREMENTS FOR REINFORCING STEEL, UNO: 3" WHEN CAST AGAINST AND EXPOSED TO EARTH 2" WHEN FORMED AND EXPOSED TO EARTH OR WEATHER i" WHEN NOT EXPOSED TO WEATHER OR GROUND cccwp scif 6 S o-. Lo*JJ t 2 ia° Z ouicr.?sls ZOO Tcrpe of Gm411• . n 6 .D®ovs, locks, LrrJ4ts,L+4cl,9s. per 20041 rge, Sat loos, Light -V4( p.ew wog r9c, Cattr✓1Z GROUT TROUGH PER BLDG MANUFACTURER 4" GRAVEL 0 1'-10" PER PLAN a a CLEAN GRANULAR COMPACTED BACKFILL, TYP o 4 • •° • 4 a d e C —4 #3 AT 18" OC (4) #4 CONT UNDISTURBED NATIVE SOILS -1=I_ -� =or -=n =ii�i=1ii=111= ==.=11 Q AFI = o1=11.-11 ]r 11 TYPICAL PERI'ETE 3/4" = II -0" 2 e; , Reild, block 014 f - dace- !Den -hens . CGILT eudWRt0 1'- 10" #6 CONT TO EXTERIOR OF FOUNDATION CONCRETE TIE BEAM TIE 3/4" = 11-0" 61'-10" 58'-2 " I'-10" 6" y)4- 1"-0" 7' -4i" 7'-3" 71_311 71-3" 7'-3" 7' _3" / 7' — 3" 7'-4" 4" //J� I'-0" i CONCRETE PERIMETER BEAM - CONCRETE TIE BEAM GRAVEL FLOOR (S r) • FOU N DAT I O 61'-10" PLA 1/4" = 11-0" NORTH / c Z El Z V z to )iiic Q u u_ t e 11,, II ^I g � M 11 J � Z.; ^ H c t;u rs V cz -gyp N (-4 0 U L 0 U z pu_m Q � � > OO < Up co• W • 111 w LU Lo J 0_ = co < U (• 7)<o Er -0 Q CZ U Q D U H I O U vI — w u2 LU Q H pL n� 4J (./ co L a_ .44 0 N -c z Q H z171 —1o O z Q wQ • LU LU LL <5 Q -revisions: rate: I 10/05/10 po� no: 10094 —sheet no: S1