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12970 SW HALL BLVD STE 110 L ., ,4. F. ...c ,r sk` , .. .,.I .. v 1 .. .:.-. ( 4y> .u. a ,t,3, R. ..:I' l t 1, I �. :a+: � rw t' , 3Si+21 t1l �l, �#'� t a , ;1, RP �..-.,. .I� I 4 Imam IWO .., [REMOTE AREA. MAGN03SDF I NEPA 231C MAX. 20' ST&OCE INAN1 � 1 ( FINISH COATING ) TENANT 2 V I T A M I I V � 41 GPM OVER 1000 S0 FT W/ 500 GPM HOSE BASIC FIRE PROTECTION TO REWORK UNDERSIZED RISERS # ----- -- - - - -- _ - - - --- - - - _ - _ -- _ -- --- T CT 1p C�O�O O ��QP1ipd9ei I l��l�v�0 ��OLO O l ti l l 10 21t II Mt 4 4i 5 I 5 S 5 6 6 6 5 6 6 6 6 5 5 5 5 4 — 3N -- 11/ —_ - --- - -- -- I — I PIPE ELEVAnoN 20'-0' ,9 0 10-0 10-0 II 10-0 10'0 10 I I I II 0 10-0 10 PIPE ELEVATION 20'-0' 10 0 10-0 6-0 4-0 10-0 10-0 10-0 0 10-0 10-0 10-0 10;-0 10-0 io'0 10-0 10_0 0 0-0 ,o w _��_ .... �---- 10.0 ,o-0 10 cn O U O O ( C-� I 4 O O O O O O O v 0 O O O O O O o O O 'l N I 1 cV N I I I N N I N I I I ' I 1 1 ` 1 �' I I N I N I N I N N I N I N 1 m N I N I N O, O, N rn r rn rn Z N tl1 W -C 14 0� II IIl II ' ) � i II �MEZZANINE I1 II 11 a (_n -- O O O O O O O Ci O O O O 1? I O O O N n r p N rn N rn I� �n N Oj N 11 I I N Oj I I N I N Oj Oj 3` rj N O N O N O N O N I • I N 1 N I N I N I N 1 N I N I N N I N I N I d i a• rn m m m rn mLL 02 o+ rn c� rn m m rn m rn rn rn m a� m rn c* o' I 1 cn 0 0 0 0 0 0 0 0 0 o a o 0 0 N I N I N I 1 N 1 1 $ I x' 1 x' I $ 1 N I N I N I N I N 1 V J — rn a, ^ rn ^ rn ^ o, rn rn rn o o u o c o 0 0 0 o it o o I o c, J N I N •�.' I �` I S'` �•' I p,t--'- O, rn rn m rn ^ rn ^ rn -- rn rn ^ m m ^ m rn ` PAINT �I N BOOTHS VITAMIN II cr T (n W.Rm RACKS • O O O O O O O O O O O O U O O �� O O O O O O O O C? I O O O? O O — rn " rn " rn rn " �' rn rn rn rn v, LLJ HOSE RACK DETAIL �` I i I > I ?, I 'S.' I }�. 1 �' 1 �'. I �' I , •S.' 1 1 '�. 1 •S.' 1 •�.' 1 ' t '� 1 •�•' t '�'' 1 �^`, 1 II ' L.'-' 4 b CJ 11 NO SGLL C J 3 I > I �. I ? 1 1 _ 1 �. >' 1 `.I. 1 a 1 x a I I 1 Q CD f a o 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 ? o II } o o o o a O C, PIPE ELEVATION 21'-0' CD 1— PIPE ELEVATION 21'-0' L- OT T4-0 1 2'- ' � SHIPPING PIPE ELEVATION 21'-0` PIPE ELEVATIONz LLJ CD r- CLI O O O O U O O O O O 4 O O O O OO O O O O O O O ? G O rJ I 1 �• �• 1 I ? ? I �` I I ? I �• I I I i I I I 1 �• 1 > I `��• I �• I � rn rn rn rn rn rn rn rn rn rn rn rn rn rn a, rn rn rn rn rn rn rn rn •_ FA�EQF 11�QD�TITQS Q BAKE OVENS I` - t i N 01 C 0 E E Rl 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 JF FFL Fax: 503, 684-3636 —EFr- m, h\s . F I h Iil 7��0 3vrjo I ' �G\ GIN 5 7 I r1 H e( / V I N. Kr a a lFr a FFF i N k 1A Ila, — � REVISIONS: r J ABBREVIATIONS BUILDING INFORMATION PROJECT INFORMATION TABLE OF; CONTENTS ADJ. ADJACENT MECH. MECHANICAL BUILDING COGS: 199"1 U.&.C. W/ OREGON AMENDMENTS AFF. ABOVE FINISH FLOOR MIN / MN. MINIMUM CS COVER IF !FET < ALT. ALTERNATE MISC. MISCELLANEOUS BUILDING AREA: 298A1 S.F. ALLUM ALUMINUM MNT. MOUNT. / MOUNTED 9%MER 1.0 51 TE PLAN. APPROX. APPROXIMATE MTL, METAL CONSTRUCTION TYPE. 111-N iI – APPUCANT= C�ONI"RACTOR "`•MER ARCH. ARCHITECT N.I.C. NOT IN CONTRACT (HISTORICAL DOCUMENTATION) THELMA HUMPHRIES PlAGNO PACIFIC NICOL/ ENGINEERING, INC. 20 BUILDING: ALAN BD. BOARD NO, NUMBER 8800 S.W. COMMERCIAL ST: 8800 S.W. COMMERCIAL 6T. 90.25 S.W. CENTER ST. 3.0 OFFICE PL,j.NS BLDG. BUILDING NOM. NOMINAL. EXISTING OCCUPANCY: F-1 GA, CLEAR ANODIZED I.sF.S. NEAR SIDE AND .=AR SIDE (HISTORICAL UPAUMENTJ4TION) 71GARD, OREGON 7iraARO, OREGON TlaARD, OREGON 97223 4.0 DIFi AILS N.T.S. NOT TO SCALE <360> 695-4256 1503> b,'0-2086 I _ O.G. ON CENTER PROPOSED OCCUPANCY: s-I CONTACT : 5RUCE DE60HNER CONTACT ; JAMES 0. ANDREWS PROJECT: _ GEM. CEMENT OD. OUTSIDE DIAMETER 1 GER CERAMIC OPP. OFF051TE # C.J. CONTROL JOINT T.T. PRESSURE TREATED CLG. CEILING T.L.. / PLAM PLASTIC LAMINATE SITE INFORMATION TENANT Cr1.0P . CONCRETE MASONRY UNIT GG PATTERNED COLORED CONCRETEIMPROVEMENTS COL. COLUMN PLYWI:-. PLYWOOD GONG. CONCRETE PNT. / P.T. PAINT CONT. CONTINUOUS P.S.E. PENCIL SHARPENER BOARD ADDRESS: 12970 TIGARD,D, OR 97223 HALL BL VD. VICINITY MAP12970 S.W. HALL BLVD. CORR. CORRIDOR O.T. QUARRY TILE G.T. CERAMIC TILE RAD, RADIUS TIGARD, OREGON DET. DETAIL REFRIG. REFRIGERATOR CURRENT ZONING: IL LIGHT INDU'67R�4L DIA. DIAMETER R.D.L ROOF DRAIN LEADER DN. DOJJN FEINF REINFORCEMENT PROJECT INFORMATION CURRENT USE: PAINT / COATING FACiI_ITY AND DW DISHWASHER REQD- REQUIRED VACANT WA',PEI40U6E 6PACE D.S. DOWN SPOUT FES, RESILIENT CLIENT: DWG. DRAWING R.E.U.H. RECESSED ELEC. UNIT HEATER PROPOSED USE. OFFICE, WJdREHOUSE AND -- — EA. EACH RM. ROOM THE APPLICANT 15 PROPOSING TO OPERATE A WAREHOUSE / DISTRIBUTION CENTER DISTRIBU7I,;)N ' MAGNO E.IF.S. EXTERIOR INSULATION R.O. ROUGH OPENING IN A PORTION OF THE EXISTING BUILDING TO COMPLIMENT THEIR BUSINESS AT THE LEGAL DESCRIPTION: TAX MAP: 2 DA AND FIN15H SYSTEM SC SEALED CONCRETE NEARBY MAGNO HUMPHRIES SITE. AN ACCESSORY 480 SF OFFICE FACILITY Is L_ 10 A/4 E.J. EXPANSION JOINT S.C. SOLID CORE TAX LOT: 100 HUMPHRIES, INC. ELEC. CLI=�TRIGITY OR ELECTRICAL S.F. SQUARE FEET BEING PROPOSED IN THE S.E. CORNER OF THE BUILDING. FOR AD-A. ACCESS TO THE PARCEL "I C` � ELEC. ELEVATOR SCG SMOOTH COLORED CONCRETE ONCE, A RAMP 15 BEING'S PROPOSED AT THE S.E. CORNER ALONG WITH THE REQUIRED s� VEHICULAR PARKING SPACES. A "FORKLIFT" RAMP 15 BEING PROPOSED AT THE N.E. E. EQUAL sHT. SHEET 617E AREA: 1.49 AC. 8800 S.W. COMMERCIAL ST. p sw CORNER OF THE BUILDINGN�N2/,1 TIGARD, OREGON EXIST. EX!STING ST. STAIN . �C� EXP. EXPANSION SIM. SIMILAR BUILDlNCx AREA: ?9,8.31 S.F. E.U.N. ELECTRIC; UNIT HEATER STD. STANDARD PART OF THE PROJECT CONSIST OF RELOCATING A PORTION OF AN EXISTING PROJECT AREA: 9,422 S.F. S �� EXT. EXTERIOR STC. STAGGER PARTITION WALL WHICH HAS BEEN PARTIALLY COMPLETED. THE EXISTING AND A F.D. FLOOR DRAIN SIL. STEEL MODIFIED PORTION OF THE PARTITION WALL WILL BE CONSTRUC'T'ED AS A 2 HOUR PROPOSED PARKING: 41 SPACES F.E.C. FIRE EXTINGUISHER CABINET STOR.. STORAGE WALL. THIS Is NOT A ISUILDING CODE REQUIREMENT, BUT Is BEING REQUESTED Bl F.H.G. FIRE HOSE CABINET 5TRUCT. STRUCTURE THE OWNER y�y Date: 12—CO FN. FINISH sust. SUSPENDED FL./FLR. FLOOR SYNTH. SYNTHETIC STANDARD SPACES: 21 s�' Scale: r F.O.B. FACE OF BRICK T.O.S. TOP OF STtEEL COMPACT SPACES: 16 ITE Drawn by: DJL F.O.S. FACE OF STUD TEL. TELEPHONE TIGARD F.R.T. FIRE RETARDENT TREATED THK. THICKNESS ADA (HC) SPACES: 2 CITY HALL Checked by: JDA GALV. GALVANIZED TYP. TYPICAL Job No.: 00-1106 GYP. GYPSUM U.O.N. / UN.O. UNLESS OTHERWISE NOTED BICYCLE PARKING: 2 HGT. HEIGHT UTIL. UTILITY _ FANNO CREEK Drawing No.: P-COVER HORIZ. HORIZONTAL V.G.T. VINYL COMPOSITION TILE – HR HOUR VERT. VERTICAL ID. INSIDE DIAMETER V.W.C. VINYL WALL COVERING INSUL INSULATION WC. WATER CLOSET JST, JOIST WD. WOD GL JT. JOINT W.P. WATER PROOFING 2 CITY OF TIGARDLAM. LAMINATE WT. WEIGHT M.O. MASONRY OPENING W.W.F. WELDED WIRE FABRIC ...... ..... � '�uved. .'. .............................,.(,~<'): ' IftoneMv MACH. MACHINE W/ WITH A6QrrlVed. .•.. ( �, F only the worts as described in: P ►MIT N0._& S Lefler to- F k,w MAX. MAXIMUM W/O WITHOUT XTG. EXISTING ................ ... .......... TENANT IMPROVEMENTS PF,-: RMIT SUBMITTALCOVER SHEET SHEET Hall Blvd.#110. 12970 C s 13UP200'-00233 2 of G f NOTICE: IF THEPRINT OR TYPE ON ANY I I I 1 1 1 III III III III III I I III III III I I III III I I'1 r� I I III I I III 1 1 1 1 1 III III III III III 1 1 1 1 I III lip 1 11 I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11! 1 1 1 1 1 1 1 III III 1 1 1 1 1 1 1 III III 1 1 1 1 1 I IJ I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I 4 I I 6 I i I $ I I 1O 11 1 _ _ l-__ I �1 IJ04L ; ITIS DUE TO THE (QUALITY OF THENo,36 ORIGINAL DOCUMENT s�II IIIII IIRIIzIIII.IIIjjII,IIIIII IIIII119111zi �z I �1z s1z z T1z, oz � s1t Ieft � Gi ► 8T I s1T1 � >blT slT � zli Tt l � TI 11I{11111 113 ll1 �1111I111 11II�IWIIIIiTlllElll1�Lf1�11z1L1 llT�lil►aII�►iH��ILI J j �\ `\ LXINIC011 t IK 9025 S.W. Center St. - Tigard, Oregon 9722, I D. Phone: (503 620-2086 FACILITIES NOTES: r POWEFc � � � �v Fax: (503 684-36136 I-' POLE P PROVIDE 2.4" OF TOP SOIL WITH 3" OF LEAF MULCH COVER. U3 r ALL SITE 111PROVEMEMTNS CRAMPDRIVE DOCK,ETC. ARE s • \ PROPOSED OVER EXISTING A.G. PAVEMENT, NO NEW v MANHOLE IMPERVIOUS SURFACES ARE CUEING CREATED BY THIS PROJECT. I i 161-_l' THE PROPOSED TENANT �MROVEMENT3 WILL CONNECT TO { THE EXISTING 3"A 6ANi rARY SEWER LINE ON SITE, AS NOTED. \ �`\ �\ CEO PRQFF\ I THE CONTRACTOR SHALL LOCATE AND FIELD VERIFY THE DEPTHOF THE PIPE. �` ` `\ ��`� G I N F (�l/� NEW PARKING RIGON ! i k l8A. , APPROXIMATE i GENERAL `\ STREET BOUNDARY--i SERVICES �� MANHOLE 1 I EDGE\ I EXISTING INGRESS OF A.C. KING A.C.. PR \Y AND EGRESS FROM N 1 TRUCK �� �' \\ Q\), S.W. HALL BLVD. MANUFACTURING I PARKING CALCULATIONS ! 1 LOADING--,,, DOCKS BUILDING AREA: BOWDEN ENTERPRISES:— 20,409 9F. NEW PARKING ' OFF:CE: - 2,943 3F GRACE OFFICE 1,360 8F. Clot FLR)SF.l2nd FLgURNt-;QM 5T, I \ 1,693 R) ENTRANCEWAREHOUSE — 9,8,02 9F. «,PPROX. LOCATION) \ PRODUCTION: 9,191 9F. MAGNO HUMPHRIES: - 9,4.22 S.F. OFFICE: 480 SF \ \ �' � � \\ \ \ WAREHOUSE b,942 SF. (FW2VI0UGLY GL ALI-COAT) -- EXI9TIN,:�; `� `� dcIATlPIb \\ `,. `\ REVISIONS: CURB OC OL PANCY I V ■ P-1 ` \ �� • ` PARKING REQUIRED: - 35 SPACES WCTCO ` AREA 20AM&P. OFFICE ■ 3,423 S.F. * 2.7/1000 ■ 10 SPACES MANHOLE WAREHOUSE 18,804 9F. * .5/1,000 ■ 10 SPACES ` TRAFFIC PRODUCTION 9,191 SF. * lb/1,000 ■ 15 SPACES �• PARKING PROVIDED: 41 SPACES TRAFFI EXISTING STRUCTURE �. �\ 2SO31 SF. \\ 107'-ro" x 277'-6" \ �\ �\ TAX MAP NO.: 291 2 DA r 4X LOT NO.: 100 \ \ \ ` PoNRCEL NO. 1 RAMP BUILDING 3 - ROYAL RE-r-) MAPLE (2"0) ACER PLATANOIDc'S ROYAL RED PROJECT: _ �'� \ \�,\ ED ►F��OUBE \`�, ������ 5 CHEP.xY LAUREL l5 GAL. BL GTE \ 2 DouBL ILE VIBURNUM l5 GAL.) MANHOLE �U ' TOTAL �,e a-1 \ \ � TENANT PRUF:,jS LAUR. OTTO LUYKEN � ,' \ \ IMPROVEMENTS VIBURNUM TOMENTOSUM `, OPFICE . 4W OP. uwP,��lOuea • s,� e.�. \ _ - \ 12970 S.W. HALL BLVD. 3 - AZALEA (5 GAL.) AZALEA HIi`.'.O-CRIMSON `� WATERTIENMTD `\ \`, TIGARD, OREGON VALVE SPACES-� NEW Ix �. v NEW PARKi I Com/ LOQDI1 RAMP ` SPACES � ��,'„���,���, CLIENT: Ir EX13T11'�G �`\ �\ FIRE �j` � � ��' LOADING DOCK �'. \ \ HYDRANT `Sa `, 18 ED �, CANOF T' / `\ MAGNO �� ' RAMP �/� CSPRINi,LED� `'�,d / FIRE DEPT. .\ HUMPHRIES, INC. LANDSCAPE ISLAND PLANTINGS WATER VALVE ���`, - NEW PARKING 8800 SW COMMERCIAL ST. PROVIDE: 24" OF TOP SOIL WITH 3" OF LEAF MULCH COVER. �`.\ `�•' SPACES ;�� c TIGARD, OREGON WATER `. ` ANDSCAPED ISLAND e .i \ ` SEE ENLARGED PLAN GATE R °( I MANHOLt�. ` c � APPROXIMATE POWER I `� .o 1'H!S PAGE \ \ 51 r�EET BOUNDARY—) POLE I `.� —TIE INTO EXISTING 5.9. LINE EXISTING 4"0 SANITARY \ SEWER LINE �:✓ `� Date: 12--12-00 ___�'� Scale: 1„=30' EXISTING ACCESS FROM '� /— Ac .�^`� �` I Drawn by: DJL 9.W. HALL BLVD. �'\ •l ,%'` `�* Checked by: JDA PROPERTY BOUNDARY- I � �\� ��;°�'4�� � Job No. 00-1106 �- -- -- -- -- - - --- - - ,� ,;; �`' DraAing No.: SITE-1 \ ,mss o APPROX. : ,'�� CYCLONE FENCE PR!.�JE-T BOUNDARY WAS ESTABLISHED BY LEGAL DESCRIPTION LOCATION---, \\\I \� .► OF PARCEL 1 A9 DESCRIBED iN DEED DOCUMENT NO. 91-024122. OF BUILDING - `•� / FIELD RECONNAISSANCE VERIFIED ACCURACY OF DEED. BUS PARKING AREA NICOLI ENGINEERING 19 NOT RESPONSIBLE FOR THE ACCURACY OF � THE LEGAL DESCRIPTION. ,�� GATE EASEMENT FOR INGRESS AND EGRESS TO PARCEL 1 A3 DESCRIBED IN LEGAL DESCRIPTION. 41 EASEMENT FOR AUTOMOBILE P471<ING FOR PARCEL I ° ' A8 DESCRIBED IN THE LEGAL DESCRIPTION. AN Q� SITE PLSITE PLAN --- 1"=30' SHEET Hall Blvd.#110. 12970 • � g')P2001-00233 6 L. n ;. w o avaa+aarq ,rmev+x rrer s ,.Mv vu�rz............ NOTICE: IF THE PRINT OR TYPE ON ANY i l i I I I Ir I I I I I I I ( ( ( I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �I rIl Intl 1 III III III 1iI1 III i 1 1 1 III III r ►��(�t f1r rli t1t 1 1 ►I1 111 1I1II1'i1IIII 1111111 1111111 1111111 1111111 III III tII ( 111 � I(1I1I1 1111111 1111111 iIIIIII IIiIIII s ___---� _ -- 3� ---- ---41 -__. iI ( 6 ( ? I 8 9 10 1 I 12 l l -- _ _� _ _.�- - _ Ljo,)L �i IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT Ti01£ 67i 8 Z LIZ t Z U1Z 6 I B I G t 9�T Z t ti 9 4 16 fi Z I�IY17I ! I i 111111 I IIilll �il I I IIIi ►�Illlll ►III 1111111 � � iII 111111 IIIIIIIIIIIIIlllllllll 11 llllll � 1 11jj ii II TT � , 1 �II,IIlII�1111L111111111J1It�11111JJ11JJ1111J� ll lllllll,l�lll 1 , N 01 c o �1FILL PIPE W/ CONC. (SMOOTH TOP) s STOMOE MCKS DEFERF ED PERMIT'S FRAMINta1 NOT,SKEY NOTES-_ _ 9025 S4. Center St. - Tigard, Oregon 97223 * RACK SYSTEM DESIGNED 4 SUPPLIED SPRIN R S`rgT€M * WALL FRAMING MEMBERS ARE TO BE EMERGENCY ExIT LIGHTS W/ Phone: 503 620-2086 BY NORLIFT OR OREGON, INC. 2 x (b DF-L N0.2 OR BETTER BATTERY BACK-UP POWER SUPPLY Fax: �503� 684-3636 0 - 14 GALV. PIPE * CONTRACTOR SHALL BE RESPONSIBLE FOR 11�\,_-DIRECTIONAL 516N WHEN REQUIRED * SUPPLIER IS TO PROVIDE ALL MODIFICATION OF EXISTING 5PRINKLER SYSTEM * ALL WOOD IN CONTACT WITH CONGRETE 9 NECESSARY ENGINEERING FOR TO ACCOMMODATE NEW STORAGE RACKS AND OR MASONRY SHALL BEE PRESSURE TREATED. PARKING WITH D.M.V. in GRAVITY a LATERAL LOADS. TENANT IMPROVEMENTS. SURFACE MO�'VTEp FIRE EXTINGUISHERS DISABLED PERMIT ONLY 4" 4, GALV. PIPE * PROVIDE NECESSARY DRAWINGS AND * REMOVE EXISTING GARAGE DOOR AND INFILL VIOLATORS SUBJECT TO PAINTED GREEN W/ 2x6 AT 12' O.C. FRAMING, PROVIDE METAL TOWING UNDER - CALCULATIONS 45 REQUIRED TO SECURE DOOR AND FRAME, AND INSULATED GARAGE OP,: 811.620 AND FINE `� „ „ APPROVALS FROM THE GOVERNING AUTHORITIES. DOOR WITH ELECTRIC OPENER UP TO $250 UNDER - 3 3 - — DE81CyV LOAN ' �CTRICAL SYSTEM �p P►�OF ORS b11.615 I ,,---CONCRETE MLAT10N--, - — - — - * SEISMIC ZONE: 3 `� f * CONTRACTOR 8HA"L BE RESPONSIBLE FOR /c�`� C IN MOUIF!GATION OF EXISTINELECTRICAL SYSTEM * CEILING JOIST: 250 PSF � �� TENANT SPACES: TO ACCOMMODATE HEWAREHOUSE / D (HEAVY STORAGE) ,50 r"I s * NEW TENANT WALLS SHALL BE TENANT IMPROVEMENTS. VAN- ACCESSIBLE a `� I I ` INSULATED W/ R-19 BATTS W/ 1 PERM VAPOR BARRIER * PROVIDE NECE55t`RY DRAWINGS AND III ` I 1- L * H CALCULATIONS A5 REQUIRED TO SECURE - . � � NEW CEILINGS JOIST SHALL BE 1 GA FILE NO. UP4135 •4 -_ �G`�` -`�11.-� INSULATED W/ R-3rD APPROVALS FROM THE GOVERNING AUTHORITIES. Z WALL _ _— L CONCRETE NOTES 1Ti.T>7-1TJ TIT�1T FLUM51NG / HVAC SYSTEM_ * BASE LAYER 5/8" TYPE `X" GYP BOARD OR VENEER WAREHOUSE SPACE: BASE APPLIED BASE "PPLIED AT RIG IT ANGLES * CONCRETE STRENGTH 2500 PSI - 5" MAX. SLUMP * CONTRACTOR SHALL BE RESPONSIBLE FOR TO EACH SIDE OF 2 x 4 WOOD STUDS 24" O.G. WITH 66 I WAREHOUSE WALLS SHALL- BE INSULATEO MODIFICATION OF EXISTING HVAC SYSTEM COATED NAILS, 1 1/8" LONG, 0.285" SHANK, 1/4" HEADS, * PROVIDE 6% AIR ENTRAPMENT FOR EXTERIOK 8K1NA(1E BICYCLE RACK W/ A MINIMUM R-II RATED INSULATION TO ACCOMMODATE THE WAREHOUSE AND 24" O.G. FACE LAYER 5/6" TYPE "X" GYP BOARD OR CONCRETE. CONTRACT 1014 MAY CHOOSE OPTION OF TENANT IMPROVEMENTS. VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS OETAINING REQUIRED R VALUE FOR T14E OVER BASE LAYER WITH &I COATED NAILS, 2 3/8" LONG, * PROVIDE "LIGHT" BROOM FINISH a ALL EXTERIOR WALLS (FURRING CHANALS, FRAME W/ BATTS, * PROVIDE NECESSARY DRAWINGS AND 0.100" SHANK, 1/4" HEADS, 8" O.C. STAGGER JOINTS 24" D.G. SURFACES. RIGID INSULATION, ETC.). OPTION SELECTED CALCULATIONS AS REQUIRED 'TO SECURE EA. LAYER AND SIDE. SOUND TESTED WITH STUDS 16" O.C. SHALL BE APPROVED BY THE CITY OF TIGARD. APPROVALS FROM THE GOVERNING AUTHORITIES. AND WITH NAILS FOR BASE LAYER SPACED 6" O.G. I 1 211'-8" EXOTM PROJECT NuIPROVE'AIENTs AREA EXISTING GARAGE DOOR loi= II F i I - vU SLOPE 1 0 STORAGE RACK SYSTEM REMOVE t REPLACE EXISTING GARAGE- 2:12 4 -' SEE NOTE ABOVE DOOR AND REPLACE W/ MANDOOR AND x 8'-0" O.H. GARAGE DOOR � N SHIPPINr' I 1@ 4 11 VERIFY INFILL OF EXISTINCs- _.___ __._..._,.._.... OPENING. IF REQUIREr MAGW HIIJMOFAi 8 TYP. REPLACE W/ 2 HOUR WALL ADD 4DDITIONAL LAYER OF 5/8" OCCUPANCY TYPE 6-1 ? \ I NEW HANDRAIL CONSTRUCTION AS NOTED TYPE "X" GYPSUM SHEATHING TOTAL. AREA 9,422 6F. AT RAMP ABOVE. TO THIS W."-LL. WAR--HOUSE - 8,942 3F. OFFICE 840 SF..!_---.-...... 4' HIGH LOADING DOCK � RIC-� L.._..._.---• ......._.........'_...._.__._.. ._ . __ .. ...._ ._. .._._.'._..._...._._..__._.__.___. _............._..-_.._.—'_..__--..___._._.___.._� � PROJECT: BOWMEN EN I --VERIFY INFILL OF EXISTING — OPENING. ;F REQUIRED OCCUPANCY TYP! ■ F-2 REPLACE W/ 2 HOUR WA (FRdl"1 HI6TORICAL DOCUMENtb) ___..... P _..._ ...__. __,..___...._ .._.__...... .... _.�.. ..._ C' LL TOTAL AREA • 20AM 6F. Cr`h13TItUGTi�N A5.NOTE 1, _T_ � TENANT ABOVE. , WAREHOUSE . 9,862 S.F. ► I IMPROVEMENTS _ ,._..�___.____..__._._._.��._._..__ M PRODUCTION - 9,191 SF. 1 OFFICE 1,350 S.F. (let FLS c--- ._. ._...._._._... ._..______... �� r•:--._..._..._.__....- 1._...__.._..:.._........_._._....•_.._...._.� r 1,539 S.F. (2nd FL) 0 j 0 12970 S.W. HALL BLVD. TIGARD, OREGON h i I I —EXISTING STAIR OVEN FLOOR SCALE SSED SYSTEM TO REMAIN 1 I I SEED NOTES ABOVE f WAREHOUSE AREA 9862 S.F. � w_.__. l EMEWzL:NCY u CLIENT: _......w: ` `:: V._...�.__ :_�:.-._ ::� '. `.i A3� EXIT LIGHT-- ') o�-EiCYGLE I Pty ;K NG — MAGNO AMA - 29011 S.F. � — _ HUMPHRIES, INC. BULDM 1 PAINTED � II — WALLI f" �5TRlF,C5 8800 S.W. COMMERCIAL ST. PRODUCTION AREA I I'--EXISTING WALL Iw- ► TIGARD, OREGON I 9,191 SF. —� I I HAS BEEN ,.._i......_....._....._,._._._._... _.. _. . . - i OFFICE �� �— - - — :,�'=Rliti� E!�, T)~I.i:'1r,✓r it , I I REMOVED _ ..... 0 e ,- a.,•�t a,`t STIr"- I I _.._.__ _....._....,_ I...__...._..._.._.__._......_L_ -W H TOP , OFFICE —2,943 SF. FIR15T FLO,:)R ■ 1,350 SF, I I I _ C 1 _ Date: 12-12-00 SECOND FLOOR = 1593 S.F. I I `""" - `-"-"'-` I LUNCH ROOM � PROVIDE BRIDGE D---- �� VjFIAG IN 9 �' 11 r...._.....__...._......,._.___._._._._-_..�_...__._.._..._.._._......_..............._...._....._.........._.._ RACK SYSTEM AT _ Scale: 3 32 RA T I ��� E ca -� E:_ crRIG.«L ~,*aEl_g I _ I I I ENTRANCE IMPROVEMENTS - -- Drawn by: DJI_ CI-EANINCi rHOSr-'HATE: C,0;X)t`iATE i�lE 1 I I OFFICE ■ 480 6F. ��\ I -4 4 Checked b JDA I�I 1 I I SAW CUT E:{ISTING G.M.U. y , _ ...._.,._.... _ _-_.... _... _ ... .._ _ - = y� l._........._..-_.__ .__.__..._._._.-._._..___.._..._-.__._..._..._. .._.._._.... ..__..._.._-___.._._......__..._.__� I I INFILL AND INSTALL NEW )- i 1� I 4 9 lob No.: 00-1106 __�..•-.E•LFCTRICAL r-4NEL.v �W-. I'VWIE a+~ t!;`i :1-E r�?i:i� 3010 MAN DCO e k" " 21� ` I I �LL. _ Drawing No PLAN r •L c:,( _ i SLOPE DOWN - ! ,; LAN IN 1:12 st m `9 E -- -- LANDING EXNITM �'�' 1'-0" -0" AOGE 0 6" EXTRUCED Milil APRdVE 64jEM AREA y RA CURB �9 NORTH - - - — BUILDING PLAN 4 0 8'_6"-.34'-0" 3/3219=10-0" P ED _IMPROVEMENTS �-LAtIDSC,AP D ISLAND BUILDING PLAN SHEET0 a H811 Blvd,#11U. 1197 ' • k3UP2001-00233 4 0( I ' NOTICE: IF THE PRINT OR TYPE ON ANY lirIIIIIIII IIII IIII IIII I�I III I !Illil 11►I III III II! fll II! IIS III 1 1 III III III ill Til III III IIiIIII III III IIIIIII TIIIIII I II?II III IiIIIIII !I ! SII IIIIIII III IIII ! lill�jll --- IMAGE IS NOT AS CLEAR E.S TI IIS NOTICE, -- I ''�- I-- I - I. I 14� -I- -I- I � IT IS DUE TO THE QU"AlITY OF THE 1 1 No 36 it"-':`" ORIGINAL DOCUMENT � I� i 6�Z 8�� G�Z 8IZ I �l0 6�Z EZ 7�7 tiZ OIZ ""I'l Rf[ �r 9li 1S;11 16]i ell 7�t if t 0�T � 18 j8 � �9 '` IlII1111L1k E I IZ �I�11» Illlillll Illllllll�llil IIIIIiII! IIII IIII II!IIIII!Illu�illllllll IIII ILII IIII !III�IIIIIIiII iliiIIIII IIll1llll 1111 Ilil llll�illl lli'�llll tllililll l!II III lilll IIIIIIIIMuII►<«<uli IIIiIIIii IIII�I�II uII�IW lull aiu - u u�u►�� �Il► IuIINiI J , I i M ' Nocolu1 I 9025 S.W. Center St. — Tigard, Oregon 97223 / 14'-4" _- -' Phone: 503 620-2086 Fax: 503 684-3636 l, rrI I ------------------------------- C 0 U N T H s., ------------ ---- ------------00UNTFR i i 3 -._,.. _....._...._.... I SIM. 4 NO FOOTING REQUIRED - I PR AT TH13 WALL--�_ !j �GINF�4\Jim, I _ _.._. �.._..... ` OFFICE i - I dl F-2 -EXISTING STAIRS ' - -- ,'����: SW - 2 i TO REMAIN Q ------------ LOCATE ADDITIONALDASNEG LINES INDICATE I CEILING JOIST AT 5W.-2. ,- - -- -----------_-__._ --.--_---____-- __-- 0-1 ' SHEAR WALI_ SHEATHING F-3 ! PROVIDE 16d NAILS AT _73 LOCATIONS I ,�,✓ 2 12" O.C. - STAGGERED U AT EACH SIDE OF WEB _ INTO TOP PLATE Or- WALL. F - I 3 I IIB WALL. , LUNCH ROOM 0 ITA 4 c J I 0 i I I F-2 I I � I i ---- �ja---- I L---------------- --- ------- ----- ----HD - 2 _ _ _ SW - 2 i 2'-4' ' -------------------------- -- ---- ---- IL 13/4" x 16" TIMBERSTRAND LOCATE ADDITIONAL CEILING JOIST AT 5.W.-2. LSL LEDGER USE PROVIDE 166 NAILS At = ; ; 4 REVISIONS: 3/4"40 TOGGLE BOLTS 12" O.G. - STAGGERED STORAGE 5TAGGARED 0 24 O.C. AT EACH SIDE OF WEB JI IN CMU. AT GONG. USE Q 1 3/4"OEPDXY ANCHORS = i 5 INTO TOP PLATE OF 3010 i ! I I NO FOOTING REQUIRED MIN. EMBED 3 1/4" 4 SIM. I i I i AT THIS WALL 10'-2" 4'-10" C CEILING FRAMING PIAN B FLOOR PLANAND A FOOTING PLAN a 1/4" I'-0" 1/4" ■ I'-0" I/4" I' 0" SHEARWALL LOCATION PLAN -- NOTE: PROJECT: DECK / FLOOR SHEATHING: USE 5/8" TIG KEY NOTES PLYWOOD SHEATHING W/ 32/16" RATING OWAREHOUSE SITE NAIL PATTERN: 8d COMMON NAILS B 6" O.C. 1. x 6 pF. L. NO. 2 OR BETTER 12 O.C. AT EDGES AND 12" IN FIELD. GLUE SHEATHING AND TENANT TO JOIST O2 2 x 6 D.F. L. NO. 2 OR SETTER 6 16" O.C. IMPROVEMENTS 12.970 S.W. HALL BLVD. HEADER SCHEDULE SHEARWALL SCHEDULE FOOTING SCHEDULE TIGARD, OREGON HD - MARK SPECIFICATIONS SW - MARK SHEATHING LOCATION NAILS SPAAC NG EOL �1 AWCH R�OLtd EWA P08TS MAW C-PICATICNS CLIENT: HO - I 6 x 12 DF - L NO. I OR BETTER _ 3W - 1 1/2" GYP BD. BOTH SIDES 5d COOLER 7 O.C. _ 5/8"4) At 30"O.C. F-I 12" x 18" CO*JT. FOOTING W/ (2) 04 BAPS TOP / BOTTOM HD - 2 6 x 8 OF - L NO. 1 OR BETTER 5W - 2 1/2" GYP BD. BOTH SIDES 5�+ CoOLER 7 O.G. 5/8"a AT 30"O.C. F-2 12" >c 30" CONT. FOOTING W/ (3) 04 BARS TOP / BOTTOM MAGNO HD - --7- 2 x 6 DF - L NO. 2 OR BETTER SW - 3 1/2" CDX PLYWD. ONE SIGE 8d 4" O.G. HD2A 5/8"0 AT 30"O.C. 4 x 6 F-3 12" xx l2_CONT. FOOLING W/ (2) •4 BARS TOP / BOTTOM SW - 4 1/2" CDX PLYWD. ONE SIDE 8d 4" O.C. HD2A _ 5/8"0 AT 30"O.C. 4 x E HUMPHRIES, INC. 5W - 5 1/2" GYP BD. ONE SIDE 5d COOLER 4" O.G. 5/8"0 AT 30"C.C. 8800 S.W. COMMERCIAL ST. SHEAR WALL ANCHOR BOLT NOTES TIGARD, OREGON SHEATHING-4!1.4F---HOLD ALL ANCHOR BOLTS SHALL HAVE A MINIMUM OF 10" EMBEDMENT. A. D. A. D E T A 1 L- S DOWN _36" MIN. 11L Date: 12-12-00 36 MIN. Scale: 1/4"=1'-0" 12" 12" MIN. MIN. _ A.D.A. NOTES _—_ _ _ _ Drawn by: DJL 3. THE HIGHEST OPERABLE PART OF ENVIRONMENT4L AND OTHER CONTROLS,I. CONTROLS, OPERATING MECH�",N15M15AND HARDWARE, INCLUDING Checked b JDA DISPENSERS, ELECTRICAL AND CO�iMUNIGATION SYSTEM RECEPTACLES y'SWITCHES THAT CONTROL LIGHTING AND VENTILATION ANDELECTRICAL CONVENIENCE OUTLETS IN AC�"E551BLE SPACES, ALONG ON WALLS .^.ND OTHER OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST Job Nc.: 00-1106 ACCESSIBLE ROUTES, OR A5 PARTS OF ACS55615LE ELEMENTS SHALL ONE OF THE RE,4GH RANGES SPECIFIED IN SECTION 11092 AND NOT LE85Drawin No.: LPLAN — "r N COMPLY WITH 5EC1 ION 11093 2 OF 0.5.5.C. COMMUNICATION 3 SYSTEMS RECEPTACLES ON WALLS SHALL, BE MOUNTED _ g - - THAN 36" ABOVE THE FLOOR (SECTION 1109.3.2) 2. HANDLES, FULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON all MIN. DOORS, WINDOWS, CA5INET8, PLUMBING, FIXTURES AND STORAGE KNEE CLEARANCE- 6" MAX. FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION 11 MIN. TOE CLEARANCE BY WRIT OR ARM PRE55URE AND NOT REQUIRING TIGHT GRASPING, DEPTP7 PINCHING OR TWISTING TO OPERATE, 1►4E FORCE REQUIRED TO ACTIVATE (A) BACK WALL (4) SPOUT HEIGHT AND KNEE CLEARANCE SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. DOORS SHALL COMPLY WITH SECTION 1109.9 (SECTION 1109.3.1) 54" MIN. 12" �42 MIN. 48" MIN. 19" O CLEAR FLOOR SPACE FOUNDATION, TOILET FLOOR, SHEARWALL, ---PAPER AND FRAMING PLAN r 1\7- SHEET r �, 17" MIN. Hal Blvd. #110. 1 BUP2001-0023, (B) CLEAR FLOOR SPACE (f3) CLEAR FLOOR SPACE 0 5 of 6 .- ud�:' I .�".'�',�..��":. ""�!"�' ,::::: o;�.. ,.�.,�,r..�,.,,r.,,�s.:rk�n.,_. .•. ..,...,_.. ,. .:�r�.,.,»„ w.�.,,;r�,=a���+c�� ,�.«�craw�.�, NOTICE: IF THE PRINT OR TYPE ON ANY III III I I I I I I I I I I I 11 I 1 1 I I 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 111 111 r 11111111 1 1111 I l 111 I l 11 I I I I 1 11 11 111 111 V I I I LI I I I l 11 1 11 t 1111 11111111 f l u l l 11111111 I J l l l l t f I I I 1111 1111111 I I l I l I 1 1111 I I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, - --- 1 L--- -L- --- 1 --I }31_ - I 4L I- - l I- - 61- — L -- _"�L I _gl_ Il ---—I _ -101_ I 11� 12� J04L (�J No 38 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT -- � -- ----- - _- - ------ -- ------- ------ _ p�£ E3Z 8 Z G1Z 9Y y Z ib�Z >iZ �Z 1 Z U17, 6Ii 8f l Gf T 9iT �'li 6 T tvlT Z i T T I �i 6 8 1G l9 19 Z lllllll�T�YII� ' I I I I IS�I. IIIIIIIII Illlil IIII�II Illlillllll IIIIIIIIIIIIIIIIIII iIIVIII iIIIIIIIIIIIII�IIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII Illllllll illlllllllllll�lllllllll�Illlllillllllllllll�IIIIIIIII�IIIL�llllllall�111111ll1�I1111U11�11111111111111ll1 T l� 111 24:K �IIIIIIII�III�1111111111� III 1C0 I FACE or- I & I I } - I ' «4 BARS Q 18" 9025 S.W. Center St. - Tigard, Oregon 91223 /11__�p.G. EA. WAY 2 x b STUDS Phone: 503 620-2086 I «.: DOWELS 18" LONG Fax: �503� 684-3636 INTO EX'STING SL-AR ' W/ HIGH STRENGTH 1/2" GYPSUM BDARD I GROUT a 32' Ox.; ---13ROOM FINISH OVER 1/2' PLYWOOD. SHEAR WALL FINISH FLOOR / I/4 /-- PROVIDE SMOOTH TRANSITION SCI IEDULE ON 5�-IEFT 3 d ° / BETWEEN CONCRETE t A.C. __- U2" GYPSUM BOARD i =T SLOPE /NEW A.G. PATCH, MAX. SLOPE OF NLE:I W A.,., PATCH. MAX. SLOPE OF / r' 2xbF.T. SILL �I --"---------__ I" VERT. t0 12" HORZ. • a L1 1 VERT Tp I?" HORO Z SLOPE ERT. TO 12" HORZ. !11 Y♦'SRI r-0 I?'�l-to_, - --^ 11 LL II i 1 R-.• ° ° '1 STING A.C. � SAW CUT EXISTING 5/8 A.B. W/ to �1�C ) 0F�s`\ ° r r ............. 4 — SLAB-TYP. 4" EMDEDr1ENT AT 3b" O.G. /t1��'�IN k- < LJ • r ° a ° d _ �° - l4) " 4 BARS CONT. ° a - REGON • d II N. K \ ° COMPACTED 3/4" MINUS ° — 04 DOWELS 12" LONG • _;� • CRUSHED ROCK COMPACT \ INTO EXISTING SLAB C TO 95 r. RELATICE DENSITY --•� 4 • 12" �--.-(2) «4 g,gRS W/ HIGH STRENGTH GRGUT 0 32' O.G. PROVIDE COMPACTION l2) 04 BARS CONT. REPORTS FOR EVERY 12" 12 OF LIFT TOP t BOTTOM � 181 T —ter 1� LOADING RAMP LOADING RAMP END OF RAMP DETAIL NON BEARING SNEARWALL ROOTING //�� 4 1 1 1211 011-011 1 1/211 f 11-011 �L I I/L t1 al'_011 1 1/L11�11-/1111 FAGS OF EXTG. ' b CONCRETE WALL I PERIMETER NAILS •I PERIMETER NAILS I PERIMETER NAILS 8d O.C. (SEE 8CHEDULE)`_____­1� 5/8" SHEATHING I (SEE SCHEDULE) WEB STIFFINER i SIMP50N U414 (2) lbd NAIL —_-- (2) Ibd NAILS--ter HANGER AT 12 J.G. ____ _2 x b STUDS 3/4"0 ANCHORS BOLT 1/2" GYPSUM BOARD j 1/2" GYPSUM I: t W/ 3 1/4" EMBEDMENT OVER 1/2 PLYWOOD SHEATHING. SEE IEP OXY IN CONC.) REVISIONS: SEE SCHEDULE ON i SCHEDULE ON SHEET 3 4"0 TOGGLE BOLTS IN 1/2" GYPSUM BOARD x-16" TJ! / L9m +� ON SHEET 3 ll) Ibd CHORD T,� TJ O.C. CMU +� 24" O.C. STAGGARED SEE SHEAR WALL Ibd NAILS AT 12" �� TOP I°E EA. SIDE -� TOP t COTTOM SCHEDULE ON SHEET 3 �w O.C. -STAGGERED Ibd NAILS AT b EACH SIDE -CHO oz. Ib" TJI/L9© Q 12" O.G. T1`- TOP PLATE. i " EMBED`1ENT AT 36" O.G. Ib RIM JOIST -1 3/4"xlb" TIMBERSTRAND LEDGER _ I ' Ib" TJI/L9m n 12" O.C. --� -, SAW CUT EX!s71NG / -----2 x 6 P.T. sll_L I AB / 4 � DBL 2 x b TOP � a` (2) 'bd NAILS- (2) 16d NAIL3 1/2" GYP. B.P. AT 12" O.C. ! SIMPSON S/H2 5 W/ (8) 0ULA SCREWS � DBL. TOP }£- DBI_, TOP fE- _ - -� ir 2xb STUDS- I/2" GYPSUM i 2xb STUDS- _ BOARD�--� II 1/2" GYPSUM SHTG. SEE - - +� 12 O.C. SCHEDULE ON SHEET 3 2 x 6 WALL 04 DOWELS 3:�" LONGS 3m«FELT BUILDING �� INTO EXISTING SLAB Com;'• • _�� ---� EXISTING CMU / GONG. WALL W/ HIGH STRENGTH � PAPER BETWEEN NEW WALL. t EXISTING CONC. 5/8" WEDGE GROUT • 32 O.G. PROJECT: 9(d" ANCHOR AT 4'-0"_1DONT pAp a BOTTOM -`L SECTION A SECTION B _ 30" FELT BUILDING WAREHOUSE SITE - EXISTING SLAB I PAPER BETWEEN NEW AND TENANT ✓� --,._ WALL t EXISTING GONG. IMPROVEMENTS 12970 S.W. HALL BLVD. TIGARD, OREGON BEARING WALL 'DETAIL g BEARING WALL DETAIL 5 LEDGER DETAL' BEARING WALL FOUNDATION 2 11/2"■1'-0" 11/2" 1'-0" — - 11/2"=1'-m° I I/2"■1'-fd" CLIENT b' MAX. t (oil bll 5'-�' MAGNO I/4° TYP. GHAMPHER �` HUMPHRIES, INC. EDGES- GHAMPHER .._-- GUARD RAIL FACE OF EXTG. EDGES SEE DTL, 12 CONCRETE "4 DOWELS 12" LONG 8800 S.W. COMMERCIAL ST. GUARDRAIL, SEE DTL. 12 I I INTO EXISTING SLAB TIGARD, OREGON � «5 SARs Q 18" O.G. I i W/ HIGH STRENGTH a HORIZONTAL- \ ' GROUT Q 24' O.G. 05 BARS Q 18" O.C. � � ' --`'� ' _ T.S. 2x2x3/16 AT TOPRAIL HORIZO`T'-,L ' ' i i 4" CONCRETE SLAB `\ AN " PROVIDE "4 BARS « ,• D VERTICAL POST. PROVIDE 4 BARS , 1 I , W/ 4 BARS 24 O.G. I + „ +� 24 O.C. �_� L , EA. WAY. BROOM FINISH- tt1 i LJ a' 18 O.C.818„ _� i � 411 _--------~---2 ,c b STUDS Date: 12-12-00 Ti � VERTICAL BARS - 12" ' 'I 12111r� `�� - ---12 18 O.C. �~ 1/2" GYPSUM BOARD. Scale: 1 1/2"=11-01f -- 'S ✓ER i IGAL BARS - t.S. Ixlx3/Ib" RAILS Q 181 O.C. ` SEE SHEAR WALL Drawn by: DJL ----' `--------- ' .--._ -� SCHEDULE ON SHEET 3 Checked by: JDA w PATCH A.C. TO - �� • �� OL` N0.: 00-1106 MATCH EXTC.i. d i I PATCH A.C. TO 2 x b P.T. SIL!---- 5/8" A.B. W/ 10" ---- _ > I • MATCH EXTG.--�� w \ EMBEDMENT AT 36 O.C.UG EXISTING A.G. W_ \ Drawing No.: p-dais CHAMFER TOP OF \\ } _ SSAAWBCUT EXI3TING \� 411 CONC. WALL - - J jl LLJ_ BOTH EDGES.7- 1 • • _ �E-_ \ - El . o �A CONCRETE WALL AT 12, b" CONCRETE SLA1? C'� _�__� • --o LOADING DOCK - • --- W/ 4 BARS Q 18 O.C. _ I AND RAMP. /�1 EA. WAY. 5ROOM FINISH ell `J BACK FILL W/ 3/4 MINUS OPTION 1 OPTION 2 . L \ BACK FILL W/ 3/4 MINUS • CRUSHED ROCK COMPACT 4 DOWELS IBI� LONG _ - - II 11 �-CRUSHED ROCK. COMPACT « I� � • _. •5/16 PLATE W/ �4�/ib HOLES TO 95% RELATIVE DENSITY C _ FOUR 1/2" GONGRFTE ANCHORS PROVIDE COMPACTION INTO EXISTING SLAB "psi=T ALUMINUM GAN IN TOP OF WALL.. W/ 2" EMBEDMENT. TO %% RELATIVE DENSITY REPORTS FOR EVERY W/ HIGH STRENGTH - PROVIDE COMPACTION 12" LIFT. GROUT +� 32' O.C. - (2) 4 BARS - CONT. GROU f GUARDRAIL INTO CAN W/ 61 61 « REPORTS FOR EVERY I IS" HIGH STRENGTH (4,1�©m PSI - MIN.) • • 11" LIFT. • 1�------____ _�__��-_-__�" TJP < BOTTOM EXTERIOR NON-SHRINK GROUT. 5->4NU --BL 4&T, 6I40fi"' F'Rji"1E ANC) P,41NT �\_1— (2) 05 BARS - cor;��. DETAILS (2) "5 BARS - CGP�T -______...._--HAND.01RAIL DETAIL (0`9� RAMP DETAIL SHE.E T � 6 ADA RAMP DETAIL � BEARING WALL FOUNDATION Hall Blvd.#110. 12970 I i/2"=i'-m" i I/2"=1'-p" I I/2"•I'-011 11/2"■1'-0" L4 * 0 DU P2oo1-0002s3 NOTICE: IF THE. PRINT OR TYPE ON A14Y r(I"f f I f(III III i I! I I I I III 1 1 1 1 1 : III III I I II I � I � I ! 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