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7125 SW HAMPTON STREET-3
30062 A ci �+do P 71 x 1OE rip E rfl E OE -.- OE F— FjaS J:L'13LEX SUPPLY AIR TYP EXIST. � kd RF_CEPT. !' YAP.) VENT (TYP.) / i I WALL, TO --- --- REMAIN—- 0 EMAIN--_ — Stair Office Office II ~ Office _ Office II Office Office Office �� Of#ice E Stair E10,�6 x 12;0 . 10/10 a 12/0 10/6 x 12/0 10,/6 x 12/0 15;'0 x 12/0 E E 12/0 x 12/0 E E 12/0 x 12/0 E 12/4 x 15/10 TYP. E.'XIST. •� WALL TO REMAIN 40�/ l' 2'-157 I I EXIST. r-- TYP EMALL Compu er I I TO BE REMOVED — _ -n Nilr Elect Stor TYP. NEW .I St ,, Stor II II I PARTITION (+ 54") Reception* � or 12/4 x 4/4 IN AF CLOSET I — — -- - -- b TYP. EXIST. �E -1� I BALL TO REMAIN J, ��- - � I II Rece t. � 1 / �I 10/8 x 1 /6 ` Tel. Equip. SHELVES �-� [L Conference 14/8 x 8/6 , \TYP. EXIST. �—� / L �0 --� � I � � -- --TYP NEW WALL -; WALL TO �� TO CLG. REMAIN I I I I y �. ± . _ ._._.._....._ CA EXIST. NEW. — ' MATCF1 EYIS' LT r i --D.C. 120V/20AMP D.C. 120V/20AMP I 1 1: R� TYP. EXIST. J -� WALL TO Office Office Office i REMAIN 13/7 x 15;2 to/b x m/10 10/6 x 11/10 coffee Library Computer/Equip. l /6 x 20/6 10, 6 x 20/6 13/7 x 0/6 Men OE E_ OE EE - - Lobby / Stair W W W I GENERAL NOTES: CL TOTAL GROSS SQ. FT. 5291 SQ. FT. I 1. VERIFY ALL EXIST. WALL LOCATIONS BY DIMENSION COFFEE 201 SQ. FT. AT SITE PRIOR TO CONST. NOTIFY OWNER ;! ARCHITECT Ii! CONFERENCE 125 SQ. FT. OF ANY CRITICAL DISCREPANCY. LIBRARY 215 SQ. FT. 2. VERIFY ALL HVAC ELEMENTS, GRILLES, VENTS & EQUIP. COMP./EQUIP. 278 SQ. FT. AT SITE PRIOR TO CONST. C� COMPUTER 48 SQ. FT. 3. VERIFY ALL EXIST. STRUCTURAL ELEY G.N T LOCATIONS S OR. TOTAL 201 SQ. FT. BELOW EXIST. 9'-0" CLG. LINE. CITY OF TIGARD TEL. EQUIP. 43 SQ. FT Approved.............................................................[ RECEPT. 190 SQ. FT. ............... LOBBY; RESTROOIviS 604 S FT. Fcrlc�tiy th,y �C.."curd � i SIDE STAIRS 2 0 90 =180 SQ. FT. ScoisIter"o: F ...............................................I lat;,:ch.............................................. .(•}�' �. Job Adc',jcj: By: •""; �` Dat©: _ _FLOOR PLAN-- - DEMOLITION—scale: 1 !4" - 1' -0'. FW„ . . TUALATIN VALLEY F;2E MARSHAL OFFICE NO : AF'pi10V1:O . . . . . . . . . . . . . . . . . . . CONDI ONALL.Y APP110VE'D . . . . . . . (� AnPOOVAL CIF' Pi ANS 19 NO <,N APPRgVAL Of 0704410/ ' 11 OVIORICAHTS, r_ ILL1I.�•rY�A, �. ►►�,oNf� A Ki OF II �� FII I�I 111 111 ISI 1111.11 1lellll (�II111 I�I'lllt ��..,_ rr '_... _ ` (' I I I I I I I I 1 `Illtlt 111111 1111111 11111) 1111111 11111)1 111111 1111111 1111111 1111111 1111111 11111111 t111f1! 1111111 IIIIIII 1111111 �" 1 ? 3 4 5 S 7 8 r NOTE: I F TH IS M ICROF 1 LMED — ----�.�.-. — _-- _ 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO (HF QUALITY OF THE ORIGINAL DRAWING. OE 62 62 LZ 92 SZ bZ CZ ZZ IZ OZ 61 91 LI 91 S1 bl EI Z II 01 6 9 L 9 S bI C Z 1300j'" �111enllllnllnllllulllullul�nnlln�leullul�nnlnlFllullu►�hu�lii�ll�ullnul1u11u1►�uulFt111nuln�;il,l ,IIII�IIIIIele1�11111N1e11111�1111�111111t1!Illillllllllllllllii11111111111111111U1��11�1111�11F111111�1111111111111elllll�iL!qulllulllu�1111111111u11IIIIIwII1n r - APRIL 20 19 92 rsnuel �O �: be --- _ - - - 17 E - -�E TYP. EXIST. (J) � . ``=-- EMSTING DITPLEIi SUPPLY AIR WALL TO 7 RECEPT. (TYP) VENT (TYP.) _-- - REMAIN-- l V Stair Office Office Office Office Office Office _ Office 14 Office E Stair E10/6 x 12/0 10/10 x 12, 0 10/6 x 12/0 r 10/6 x 12/0 1.5/0 x 12/0E F 1.2/0 x 12/0 E 12/0 x 12/0 E12/4 x 15;10 _ a 41 TYP. EXIST. WALL TO REMAIN r Cz W Q Compu er a - f fitor. r( S Elect Tip. NEW Stor or I PARTITION (+ 64-�- Receptionist Stor 12/4 x 4/4 .� i CLOSET •� TYP. E)GST. WALT. TO j REIdAIN--- Recept. + 10/8 x 12j6 j I) �� Tel. E u]. EXIST. P �� SHELVES Conference - _ -� � --e" I 14/8 x 8/6 TYP. EXIST. �-------� � �~-- � -TYP NEW WALL WALL TO � TO CiL(i. -- EXIST. ,MATCH EXIST --D.C. 120V/20AMP _ -D.C. 120V/20AMP d \– TYP. EXIST. WALL TO Office Office Office REMAIN —___._._.__-_1, \ � - I 13%7 x 15/6 10/6 x 11/10 10/6 x 11 10 � �--��; �� � Coffee Library � Com titer/Equip./ / \ 10/6 x 20/6 10/6 x 20/6 13;7 x 20/6 d � �-- I Women 4 Men OE EOE _ EOE - - a E E E E �` � I Lobby / Stair W W Z _�-_ ___ ------ -- GENERAL NOTES: �. o TOTAL GROSS SQ. FT. 5291 SQ. FT. 1. VERIFY ALL EXIST. WALL LOCATIONS BY DIMENSION COFFEE 201 SQ. FT. AT SITE PRIOR TO CONST. NOTL^Y OWNER / ARCHITECT CONFERENCE 125 SQ. FT. OF ANY CRITICAL DISCREPANCY. --- LIBRARY 215 SQ. FT. 2. VERIFY ALL HVAC ELEMENTS, GRII.LES, VENT',-, do EQUIP. COMP./EQUIP. 278 SQ. FT. AT SITE PRIOR TO CONST. COMPUTER 48 SQ. FT. 3. VERIFY ALL EXIST. STRUCTURAL ELEMENT LOCATIONS STOR. TOTAL 201 SQ. FT. BELOW EXIST. 9'-0" CLG. LINE. TEL. EQUIP. 43 SQ. F' . �1 RECEPT. 190 SQ. FT. LOBBY/RESTROOMS 604 SQ. FT. SIDE STAIRS 2 ® 90 =180 SQ. FT. FLOOR PLAN W scale: 1/4" -- i '--0" ---- N0 . N or � L - � � Y .,�.,�,..� +1 _ _.. _ --__- ,_... y.. --:.��{ dii:'..4.+}:'N�:.N�S�,:i':'.+Raaenr..'- r • ,."....._.. . .. - ` I fr 111 I f1 III I r� II'i I I 1 `) r l l I 1 1 1 1 r`IIIIIIIl��IIII�IIII'111 ��I III .�II II11 111111111 I 1 III III 111 111 1�1 111 Il111111�'. . ._„ .. .,._.�..,..._._.._.-__..,.... ' I��`--` � I I I I I � 1 1 1 1 ! I I I I ( 1 I I �I I , ..-,-.. I I~I I I I I *I I I�IIlIl11i11111i1i111flllllllililililrir11111111 _ i " 4 ! NOTE: IF THIS MICROFILMED) I 2 -- 3 4 5 6 7 8 g IIO _ 11 12 DRAWING IS LESS CLEAR THAN THIS NOTI.Cki 'IT IS DUE TO TNF 9UAIITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 SZ b2 ce 22 12 0? 61 61 LI 91 51 bl FI Z 11 01 6 61 L 9 IS b E'•-. Z 1011"' ,,III,IIIIIIIIIIIIIIiIIIIII�IIIrlrlrrllllllf�lilllllllllllllllltlllull,N'IINIuu,1,llllllllllllllllllll�lllilIIIIIIIIII11111,'IIIII IIIIIIIIIIIII11%ji Ill IIl1111111+IIIIIIIIli 11111111I11I1Ili 11111111111tilllilllh�IullllullnllllullnulllubwllfWnll�lullilutlll1111111)nIIn11lI(UI�II) APRIL. 20 ' 1999Q � •. .•.,• n.,.rN .�.-..4'TAlMJ11mq�MN w/v�,�erw..� , 7125 SW HAMPTGN STREET i l_ 1 ' { { '1 1 r�.� . ... � '��'� + sem. � � __ ,•h\ 00 71 cu a, �4-J n br O ru •�+ E C �� cs of V '4: . •��; tjto ed (T a Ln OR C A c ti v s U l � a '� t� J W CMC 5 � ° � CD j4� fl '*..: ' ,{Ik. •, ' {'f", AP :s _i'T.. -* +�^yea,"�F -fr:ft v+�,,r��• � �{, s � .'qAM �,,t4ty I +moi. 3 '�C .`pC {�yy .�+'�.�"Yl!`"'' � �C' 'j 'P -�t� � �{�. .'� .�•IM' m'•.;. ``lbw,,., � � ,• 41 iw r INSPECTION NOTICE J City of Tigard Building Department � P O. Box 23397 �1��I 6� 1 jard, Oregon 97223 ( i yr" Phone: 639-4175 (G�r Type of Inspection Date Requested Time--_ --� -- A.M. P.M. Address -- Permit #__ Owner Lot # Builder The following Building Code deficiencies are requireIe be corre d: Presr.ntert to - - - V Approved Inspector (� Date Disapproved - CALL FOR RH INSPECTION [--I YES I I NO P a.,,4+ir ,,,�rM"rb5{ iioriy6�F iX:k9": JP�,PSIN��q.�� TUALATIN VALLEY FIRE & RESCUE < AND B.EAVER'TON FIRE DEPARTMENT FIRE MARSHALS OFFICE 4R J i (503) 526-2469 POSTED: OCCUPANV CONTRACTOR BLDG. PERMIT 0 PROJECT NAME ,(/ PLAN REVIEW 0 LOCATION . 7/2- 5— S cel. // i'+?�JJ'4��J S, I/e l C> Z ' JURISDICTION: 1= Be. 2= Du, 3= I:.C. 4= T , 5= Tu. 6= Sh, 7= Wi. 8= CC 9= 6`C 0= MC COVER YINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing U Separation walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other t-/ L Date: A, Inspector: CITYOF TIGARD ; MIT NO,. PERMIT PERMIT NO„ : BU89?_049 (CITYF TNGARDCOMMUNITY DEVELOPMENT DiPARTMENT r°°" r TE ISSUED: 10i 5/89 89 1{Q5 S W Hall Blvd P o Bo.23397,Tigard.Oregon 97223,(503)639-4'75 SOB ADDRESS: 7125 SW HAMPTON ST TAX MAP/LOT 2SIlAC1400 SUB: I_T: BY,: LAND USE: CP LOT SIZE: VALUATION: $ 50,000 SETBACKS FRONT: REAR: WORK CLASS: AL_TERA1'ION DWELL.UNITS: LEFT: RIGHT: tL)SE TYPE: COMMERCIAL NO.BEDRCOMS: EXT.WALI_ CONST: CONST.TYPE: VN NO.BATHS: N: S: F: W: OCCUP.GRP. : B2 PROT.OPENINGS: OCCUP.LOAD `�5 PI: S. E. W. TOTAL AREA: 5320 NO.STORIES: 2 1ST: 5320 ROOF CONST: FIRE RET'., HEIGHT: 2ND: AREA SEPAR? RATED: BASEMENT? 3RD: OCCUP.SEPAR? RAPED: MEZZANINE? BASEM'T FLOOR LOAD: SP GARACE: FIRE SPRf.L�? ALARM:^ L FI_UW(GPM) DETECT? TYP_Es Hp_CF'�RC YE __��-------------�]f,�!YF.;i--------- PLAN CHECK BY: ber REMARKS: Tenant Mod fo-r G.V.N.W. Inc. REISSUE OF N^, Ist floor LAST REISSUE FE FS W Inc G.V.N.W. PERMIT $P83.00 N P.0 Box 303 PLAN REVIEW $183.95 E ti WillsolTville Or' 97070 FIRE DEPT $113.20 PHONE: (503) 682 -2505 STATE TAX $14. 15 OTHER c DEVELOPMENT CHARGES: SDC(STORM) N SDC(STREET) F A PDC1a ) (r: PREG'AID ( $297. 15) U ►' TOTAL : $297.15 RECEIPT NO. This permit is Issued subject to the regulations contained,n Title 14 of the TMC. State of Oregon Specialty Codes,zoning regulations REf�UIRED INSPECTIONS and all other applicable codes and ordinances, and it is hereby agreed that the work will be done in accordance with the plans and FRAMING specifications and In Compliance with all applicable codes and GYP. BOARD ordinances, The issuanr,e of this permit does riot waive restnctw, FINAL_ covenants Contractor and subcontractors shall have current cily business tax permits This permit will expire and become null and void if work 1!:not started within 180 days,or if work is suspended or ahandoned for a period of 180 days any time alter work has commenced It shall be the responsibility of the permittee to assure all required Inspections are requested and approved olfvo Signalw Issued By - _ __.__ 'C-ALL FOR 1 N9PE£f f 04 634-417'5 SEPARATE.. PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE � a CITY OF T I CARD OREGON 10-4-89 Mr. Jim Van Lente 15645 SE 114th Clackamas, Ore 97035 Re: Tenant Improvement - 7125 SW Hampton St. lot floor. Dear Mr. Van Lente, The plane for the above referenced project have been reviewed. The following shall apply: 1. The "Lobby/Stair." is part of a one-hour exit corridor system, the door from the tenant space shall be a 20 minute rated tire assembly. Windows opening into the corridor shall be minimum 1/4 inch wire glass In metal frames. If you have any luestione, please call me at 639-4171. Sincerely -�J~ Bract Roast Building official 13125 SW Nall Blvd.,R0.Box 23397, Tigard,Oregon 97223 (503)639-4171 ----- -, - .,... .. ».mwn.r�-,..•v--•,,."••^ai .,.,r,,,0........,_ <ar. ,-.,w.T,..........,a..,•.�... ....,,..�„,.•^.�'�'A!1�-werewrt*.^....?. SIGNt PERMIT APPLICATION COF 1 l(;ARD Date ' March , 1979 No. f r The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 7125 s.w. Iiampt:on ;,greet APPLICANT: Owner Lessee Authorized Representative stow VinP. _ NAME/COMPANY __yIQai.1'rt Li au nalwan _ Tel,6495:- _ PROPOSED SIGN: Freestanding &. Wall _ - _ Projecting Other SIGN DIMENSIONS `( ” ' AREA 30 ag•ft;• HEIGHT 8' WALL AREA PROPERTY FRONTAGE 11.:3 x lou COST 2900.00 ZONING DISTRICT(-,P—ILLUMINATION _ MATERIAL 2" ltiil.n dried claaz heart redhWd COLOR COPY Kinysmen I'Mfessionu]. Building -•— _DRB_ M EXISTING SIGNS- Freesta�ppdina _ Wall Projecting Other COMMENTS: "ign 1.9 siriylF fame w/tennent siyw; antler P, Far to 1111t 15- All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed PLANNING DEPART ENT within ninety days after the issuance of the permit, the permit shall come null and vbid.'r Permit Fee $25.ou Approved A00cant•s Signature Recei tNo. - e- •, Renewal Date _ _ rebdcT�s Telephone 1 1I -�oJ BUILDING PERMIT APPLICATION of CITY TIGARD DATE —__ , is THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONII�6�;4-11' 3 OR AS SHOWN ANO APPROVED IN THE ACCOMPANYING PLANS 6ND SPECIFICATIONS. OWNERPHONE � 'L ._- LOT NO. OWNF.R it l JOB ADDRESS r Ifilit.:�li HOME ADDRESS fimrr� NA;Wtor,,' ARCHITECT ENGINEER BUILDER ADDRESS _ DESIGNER STRUCTURE ❑NEW ❑REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL -]FIRE 7AMAGE ❑ -t DEMOLITION ❑ RESIDENCE QCOMM ❑EDUCATIONAL ❑G�JV'T ❑RE!..IGIOUS❑PATIO ❑CA,' PORT ❑GARAGE (3 STORAGE❑SLAB ❑FENCE ❑BOND FJ MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED [:)SIGNS � c OCCUPANCY ` .LAND USE ZONE _BLDG.TYPE Jr° FIRE ZONE PLAN CHECK BY__ �' HEAT---- __--''c,,,njt tar interior partitions only. _! Mot'._� Tenant Mocai.,rlcstion• OCC, UQAQ-_, i LC)CiR J,Q!{ __--_ HEISiqLNO.STORIES AREA — N .BEDROSIAA1 -- BUILDING DEPARTMENT SET BACKS FRONT 56 REAR 10 LEFT SIDE �l} RIGHT SIDE { Permit 59i•00 — i --- - ----_- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 4660(3 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL"E DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub total �',����a ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE --- RESTRICTIVE. COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUS"NFSS star Fax', 3.us LICENSE. SEPARATE PF_raM•TS REQUIRED FOR SEWER, PLUMBING AND HEATING. Totall,A!•�8 By � Pt l ._�.._ APPLICANT OR AC3EN1 DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE IContractor— law _jPermit No. ilt=_ Rough-in Fixture Final HEATING /11� t7 Contractor Permit No. IF .40 Gas or Oil Rough-in Final A'0 SEWER Final DRIVEWAY Final Storon Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG. DEPT.FINAL Tt',MPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Inndscaping Zoning Final 0EP.eRTMENT OF COMMERCE--PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 376,STATE OFFICE BUILDING,PORTLAND 97201 9 (THIS IS NOT A BUILDING PERMIT) �e VREDENBURGH BUILDING 7125 SW IWIPTON TICAKD 79-32 ' Building _-- �_ No. __.. Building Address County —WASHINGTON. .� Occupancy B-2 �_..� _ Const. V-N Sound Value._ .s +_7 a Plan Fee_61_AMQ Architect ..NEWTON: KIENLE & ASSOCIATES New Bldg. ❑ Addition ❑ Alteration Date Received 1,112/79 Owner —DON VREDENBURGH Address 10700 SW BEAI/ERTGN 151— Date Reviewed 1/18 79 Stories 2 _ Arca 4A5_/ NIS Attic NI—/ Fire Wells_NLS_ F Mein Fir. Basement Ht. Steps Tot. Escapes N/S _ Exist_�/ _ff. Tot.Width Stairs Vert. Shafts � S/__.� Sprinklers -X—./ / N Man. Alarm N/S S.P. —NL.51 - /—NLB ClosedClQ!e Ng� T Area Covered Int. Site Ext. Ext, NI S_/ - Ht. Det. NLS_/ _'._/ M Floor _ VJl)OCalling SUSP Roof BLT-UI'Str, Members WOOD CIasVENEE No. type Area Covd. �� Well cover Ext. Int. Htr, rm. encl. NIS _ Type flue _ Type Htg. System +x r S _____ Fuel The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 4e 5a 9. 11 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: &)__THIS 1S_A FIRE AND LIFE SAFET7�PLANREVIEW COVERING THE ALTERATION CONSTRUC.- _TION TO A BUILDING INDICATED TO BE IN FIRE__ZONE 2�THIS REVIEW IS BASED ON THF- IR.E A LIFE SAFETY PORTIONS OF THE _1976_ EDITION OF THE STATE OF' O�EC�(i N STRUCJ L S EUF --.ND NDEa )P_LANS ARE ACCEPTABLE AS SUBMITTED SUBJEC>i-_TU THE ITEMS�I�QTED ABQyE 6ND THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. — Examined by + �' Copies to: APPLICANTtFILEZDEPIITYASn OWNER BLD_G—.DDEEPT�. •FIRE DEPT.,ELECe PRS-2 SP'26565.011 STATE OF OREGON Adopted 1-1-7R - DEPARTMENT OF COMMERCE . • --- - Fire 6 Life Safety PLANS REVIEW SECTION Plan Review Number t CHECK-MARKFD REGULATIONS, IN ADDITION TO ANY REQUIREMENTS APPEARING, ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PR0,7ECT. Approval of submitted plans does not constitute approval of any omissions or ove fights nor .,f noncompliance with any applicable regulations of local government that may exceed requirements. ;tate 1, Structure required to be Type throughout due to area, occupancy, Fire Zone. height, 2. One-hour fire resistance rating required for all interior construction. 3. All living unite required to be completely separated by one-hour fire resistive construction, Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) Door assemblies of interior openings to corridors are required to have a fire rebistance rating of not lees than 20 minutes and must he 9clf-closing or automatic-closinq. Reliqhts in corridors require wired glass set in fixed (steol) framing. See 1873 Stc.te Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resijtive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, one-half hoar rated. Sec. 1706 one and B. Attic areae require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 Voids created by ceiling-floor systema require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1976 State Structural Specialty Code, Section 1710. 11 Fire acopa, blocking or framing members pierced for utility runs require packing to equal fire resistarce prior to such piercing. Wood frame construction requires firestoppinq of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handrails are required on ell stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 la. Open stair railings and guardrails shall have intermediate rails or closures with no openinlr: large enough to pass a 9" sphere. Sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, ^orridors and assembly areas require panic hardware. 17. Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking against egress, with Ohvtous method of operation. Flush bolts other than listed automatic are not acceptable. sec. 3301 (See exception) In. At least 44" (inches) in clear width, without projections, ir, required for exits and patient room doors through which pntlents must be transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear Opening of not lase than 5.7 square feet. The minimum net clear opening height dimension shall to 24 inches. The minimum net clear opening width dimension shall be, 2n inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44" (inc_hee) above the floor. 1 Set) EMERARLMIANALMLAoi 20. S::rfrce flame spread rates of walls and ceilings, minimum requirement.: st-, irway corridors - 75, ot.hor rooms - 200. Sec. 4203 il. Combustible .Icouatical material required to he r,•rrure,l with staples or equivalent metallic II.I,; or a II-I •r;I A III .ulbe!Jve cdpahle ,f withvtand itm I000"F for one half hour. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Staniard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. sec. 331.4 25. Posting If capacity of assembly areas as noted is required by State Structural Code, Sec. 3"J1(j) 26. Heatinq, cooking, air conditioning and similar service equipment are required to be approved and listed by d nationally recognized testing agency, ouch as U.G., Inc., and to be in- stalled in compliance wish agency's specifications and recognized safe practices. The installation of ventilat on systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emi Ing or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outs_..e of building it in one-hour separated room equipped with automatic sprinklers. 28. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank part or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply it required within 500 feet of building that is capable of producinq 500 gpm (minimu,n) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm frr 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply As required. ul. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplinqs and connections required to be American National Standnrd Thread. Where standpipes are served by sprinkler pipinq, see 1973 NEPA Pamphlet 1113, 3-7.7. Sec. 3804 31 . Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, including dressing rcoms, storerooms and workshops. (Sec. 3802.) 33. Stage roof ventilators displacing at least 51A of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (sec. 3901-06) 34. Ae approved fire alarm system conforming to 1972 NEPA Pamphlet A72-A with signals audible throcighout Fuildinq and manual alarm sending stations adjacentto exits from each floor or area are required. 35. 22" x 30" access to attic spaces is required per Section 3205, If,. All exit doors and access ways thereto are required to be Identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits. Sec. 3312 37. An emergency power system is required tar the gymnasium, auditorium, building to maintain exit illumination for not less than one-half hour in event of public utility failure. Sec. 3312 30. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., appro-.ad for such mounting, or ;nstalled to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. NOTES: 1. Local requlationn or insurance standards fir most favorable insurance credit may, and often do, exceed these minimum State requirements. 2. This review does not cover o.S.E.A. (n.S.H.A.) regulations. I. This review does not cover Medicare-Medicaid regulations. 4. reqon State Health Department. BUILDING PERMIT APPLICATION 1O 1TFY TiGARD DATE 1197 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BLIILDERPHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE % "715 LOT NO. 5trer�IC9taur, r OWNER ) �tIltt14��— JOB ADDRESS- "� y F,� �yi�Y+ L�i-.i HOME ADDRESS _ ----" ARCHITECT ENGINEER BUILDER 813r . _ADDRESS DESIGNER _ STRUCTURE ❑NEW _ D RFMnDEL OADDIT!ON CIMEPAIR (3RENEWr�--ASIL r ❑FIRE DAMAGE []DEMOLITIONO RESIDENCE )(@COMM ❑EDUCATICNnL ❑GOV'T ❑RELIGIOUSCDPATIO ❑CAR PORT I_IGARAGE 0 STORAGE CJSLAS OFENCE ❑BOND OMOVING ❑CONDITIONAL USL ❑DESIGN REVIEW 000UNCIL APPROVED ❑SI13NS OCCUPANCYi�-L_.LAND USE ZONE i._+I BLDG.TYPE_ FIRE ZONE. PLAN CHECK BY-----LI: — HFAT= AGE: Tafkant 1o0iFicstion Law 01:a laid(2). dwti d :aPt®mt;ar 13, 197 wised 1/-78_ sr.- dditas' -. OCC LOAD ILQOR LOAD_4.CI_._r-4i.F.LQB-T-_ - Lj__ AQ sToRiES 2 -A _+,dfi¢j NO.BEDROOMS., _l/_A,I„�? BUILDING DEPARTMENT- SET BACLS FRONT' PEAR LEFT SIDE RIGHT SIDE Permit � F, 12 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 27,ilo REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND 1 IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANO SPECIFICAT%')NS AND IN COMPLIANCE WITH Subtotal ALL A:TLICAPILE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WGIVE -� RFSTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 4' i LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total By _f1 ( Y APOLICANT C R AGENT { Approved '' '6 P� Receipt No. ._.. ..eAYis...:,«. =..nrwu.....r.wo-....+w.,. .- ,_...,�,,.,,r�.,,....u.,...rw.........e.rr_+ire......w..r.,......�........_... RK t1+rYg DA fE INSP. TYPE INSPECTION — — REMARKS PLUMBING ATC Contractor Permit No. — Rough-in Fixture — — ��� Final _- - HEATING ----- —v— —_--- Contractor -- --- - Permit No. , E — — - — ----- ----- ---.-- __ Gas or Oil -- — --------- -------- ----__ Rough-in � — _.-- Final --- -- ---------------— — SEWER -_ ----- -- —`-- Final - — ._.--- --- — — -----___-- DRIVEWAY — Finel T StorMi Drainage — (Rein Drain)Final Sidewalk — ----------�-- -----T Curb&Street Final /Lpp108Ch BLDG. DEPT.TINAL TEMPORARY CERTIFICATE OCCUPANCY — CERTIFICATE OCCUPANCY Final Landscaping Zoning Final DEPARTMENT OF COMMERCE-PIANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 376,STATE OFFICE SUADING,PORILAND 97201 (THIS IS NOT A RUILDINO PERMIT) REVISION Budding No PROFESSIONAL BUILDING 7125 SW_ HAMPTONS TIGARD No 781647 Buildlnn, Address e County WASHINGTON Occupancy B-2 Corset. ___V-N_�Sour,d Value SEE ORIGIN Fes_ Architect I3ENNETT JOHNSCIN New Bldg. [� Addition [] Alteration [] Date Received _i1 2 78 Owner ^BENNETT_ JOHNSON _ _-_� Addrots 14845 SW 1501 PORTLAND Date Reviewed 11/13/78 Stories Area Anic __J_ --Fire Well% �Fire Escape&._ Exits / ft. Main Fir. Bawntent Nt. Stops REVISION Tot.Width Stair-s - Vert. Shafts --!_ - Sprinklers ____/ 1--- -_ Men. Ali ... . .r-_�/ / CIo a Closed No Yes Ar�yCoread^�-"� Int. Str� Ext. Ht. Det. _ �= �sllinq _ Roof ---Sir. Members _ Class No. Well rover _J mrm. enol. Type flue .__Type IT g' ----'�1. Int. ` The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered b,t this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Appro;�al of submitted plans � not an approval of om!ssions or oversights by this office or of noncompliance with any appiicgbie regulations of local goreinment. REMARKS: l)_ 0 ARE NOT ,REQtLRED FOR THIS REVIEW. `-- 2) EXIT SIgIS_ON MAIN FLOORRFQUlREDe Examined by:i- Copies to: APPLICANIEFIILE,DEPLTTYiSFMIOWNER 1iLDG. F FIRLr DEPre,ELFC*gA 8.. F. PRS-2 - e►•?6!IRS-e l a DEPARTMENT OF COMMERCE-PIANS kt\'TEV'SECTION NOTICE OF PLANS REVIEW oi!M 376,STATE OFFICE BUILDING,PORILANO 97201 (THIS IS NOT A BUIII)ING PERMIT) `\ Build _Kingsmen Profess' wial _BuildincL___'_121. SW 11AUto-i T,ird- No . Z$-15.47_.__.._ vis g Building Address I County ____W"bJagton occupancy H-2_ _-- Const. Sound Value Sl.fODA•�1OPlen Fee $2D5.40 Architect Bennett, Johnson__,._._ _____. New Bldg. Addition ❑ Altetatfan U Date Received --- -- I Owner _1)Qn_VXe_de1iboirjq L-----_ Address _V845.541f._.1SQtY1-.------_ Date Reviewed Stories 2 -_ Area 5 466_/ 5,466 Attic varieek-ji/p_Fire Wells Fire Escapee nLs` Exits- Tot Width ft. Main F0. Basoment Ht. Stops Stairs _.._,�-_/_X..- Vert. Shaftsrl,/.8--./Closed Sprinklers X No / Yes /AreacoveradMan. Alarm _Ylf$. S.P. / Sire r Ext Closed - Ext .nJe_ _/�_-.__ Ht. Dot. _D�>� j—~/ _ Floor -Wood__.Calling _E u5$t- Roof �ui.Sir. Members _wQo C'.c:s Nc Type Aroa Covet Fuel m�rh Type flue _ - Type Hit). System Wall cover Y.�s•Il.�'.@�-.-Q�-- Hfr. rm. oncl. . - Yp I Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- _7 dmin- Z istered by this office. Items No. -- ----- checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversightsby this o' or of noncompliance with any applicable regulations of local government, t a__Fir_ e and Life Safetyreview for_a new bui]dinq located_in fire zone #2. REMARKS: This is This review is based on the 2.976 Oregon Structural Specialty_ Code. __ 1) Exit corridor which is now called mezzanine lobby,._shall_be_ one-hour construct on._ our interior walls should be off noncombustible_mat erial,., 2) your construction of-the_roof Portions o£- the corridor does not meet a c.iie-haur_rcof or reilin Your interior .wa.li .construciton of the corridor does-not meet a _one_-haur interior 9 _ _ - wally Sec_4203.--(1-_6.2)_, Your doors. do rig_t moot a 20 Minute ratings____ -._--- Examined by Copies to: APP•-r_Pile,_DePutYt. SFMOtmerr ldg•_.be t_t Fire Dept. ►._-Elec. � A & L' SP0181d PRS 2 _ ar•�eiots�tl�BU t Department of Commerce--Plans Review Section NOTICE OF PLANS REVIEW FIo JN 370. STAT! Off ILE ©UO OINO. PonTj A"m 6)7;r)t 6C d ITNIe 15 NOT A•UILOINO PUM"IT1 Kingsmen Professional Building Tigard 78-1647 q 6"'Win9 -- —__--- —' - ____.__ No. -_ ' cuiou+c •ooAccc low% 3) Attic areas require draft barriers,._Sec. 3205. 4 Wood frame construction recui,res fire sto�ping both vertical and horizontal draft openings at maximum intervals of. 10 feet, Sec.. 2517 (f)-. 5� Hardware required for exits shall be of simple type with no provisions for locking_ against_t9res9�i 6�HNating and cooking, air conditioning and similar needs to be U. L. or aQpraved by a listed com any• -- -- 7) A.S.M.E. approved pressure relief valve for water heater is required (3205) S) 22" X 30" attic All _doors and access was thereto are_reuired to be identified by approved —_ q,ectrically illuminated signs served by two circuits with one separate from all other circuits. Sec. 3-112 on reVtn.d 10) Doors must swing in the direction o exit tr. e e hex o recep ion are- second floor plan. _ ]1) The plans are acceptable except as noted pending approval of local auris 4 i i PERMIT NO._�__L'- /�j_A. .W4. PEnritur CHARGE _ none ;F R ; CONNECTION FEE PAID BY _ I 'I�F OF 6UILUING DATE CONNECTED 1_ t;UICE RATE INSPECTION FEE CON I RACTOR PAID BY GATE SI7E OF CONNECTION ASSESSMENT P,; ID ALBERT R.KENNEY,,JR. __,�ONSULTING ENGINFFR ---__ /j8 EASI BUHN;iIUE POR1LAND OR 91214 '36.1551 September 27, 1978 City of Tigard Building Permits Division 1.2.920 S. W. Main Tigard, OR 97223 Re! The Vreedenburg Building 7125 S. W. Hampton Attention: Mr. Ed Walden Dear Ed: In response to an inquiry by the E. J. Strandburg Compar!v regarding the roof and floor diaphram nailing, I have the following comments: Structural design criteria does not require solid blocking in these diaphrams, however other criteria, such as roofing, may influence the use of blacking. Therefore, any solid blocking installed is permissible at the contractor's option. If you have any questions, please do not hesitate to call. Very truly yours, Albert R. Kenney, .Jr. , P.E.ARK:bab LICFNSEDIN CALIFORNIA-COLOHADO•IDAHO-MON TANA-NEVADA-09EGON•WASHINGTON E. J. Strandberg Co. BUILDERS & CONTRACTORS___ 10700 S. W. BEAVERTON HIGHWAY SUITE 15 Pt-ior.F 644-1151 BEAVF_RTON. OREGON 97005 September 12, 1978 City of Tigard 12420 SW Main Tigard, OR 97223 ATTN: Ed Waldon RE: Office Building on S. W. Hampton Dear Sir: As you know, we are presently constructing an office building on the corner of S. W. 72nd and Hampton Street. We will soon be submitting a floor plan and typical wall section for interior partit ;ons that we wish to construct as soon as the exterior framing is completed. These drawings will be sub- mitted to you for approval before we begin the exterior work. However, at this time we would like to rnugh-in plumbing for an additional toilet and wash basin that will become a part of this interior finish space. We hope that roughing in of these additional two items does not present a problem to you. We will submit the drawings for the above mentioned inter- ior work within the next few days. Sincere , MJay ALBERT R. KENNEY, JR. CONSULTING ENGINEER 738 EAS f BllRNSIDL ST. PORTLAND OR. 97214 188)5 Ss'. GRAHAMS FY. RD. WILSONVILLE OR. 97070 136 - ISSi S25 -7720 June 2, 1978 City of Tigard 12420 S. W. Main Tigard, OR 97223 Attention: Mr. Ed Walden Re: Vreedenburgh Building Dear Mr. Walden: This letter is to advise you of a slight construction modification required on the above referenced project to facilitate installation of the mechanical systems. We plan to substitute Trus Joist J Series joists for the I Series original.l.y specified. As soon as they are prepared, you will be furnished with shop drawinga for these joists. This change will also require slight modifications of the foundation wall height to facilitate the joist seating. This change is made under my auspices and control and does not change the overall design concept of the building. If you have any questions, please do not hesitate to call. Very truly yours, Albert R. Kenney, Jr. , P.E. ARK:bab CC: E. J. Strandberg Co. BJSS t MT g el KjL7 Mu q,G CCS -- time f '[?Q ovH weather copy to C'I'TY OF 'r i C', A 2 t_'__.._.__�__ _ B- other factors_ present at jobsite S <5 0e J 'F=T G EMEx C- AV S CO M^S 7 sit t�jra Cjrr S. DC.7 AePoEare_ 5OFT Dvw 'rc wATgr2 5124CPAC&C- , S IvJT TZvc; Ir r--.,7 cati r , Ov& rL ewr- Au^TOL ejtir 'Z0 ,6 Z ' I; A s 1 or`. of 0' T4 d^c 1c. rrIt:4 w/ CoM"PACTffD CfZvcr-►O-r w_ ^ I.. Sd T4 PAtaL,I� S V I= r> i7 2 A ►rj 4 NT �vg � r 510► �V f'1. G 1 N � CONSTI:UCTIUN OBSERVATION RYATION REPORT etsae o b na meV2€>.�. ��►�3.s.J C�_Li -H d�,'ees 7 r' Z5_ S(.jj "A,"PT-MY SM _ ORF[,JI� cont ractor � Z r,7- A N e7 f3l.RG date ' Z s F'�T R_KE ALBERT R. KENNEL l JR. P. E. job ZZ /s V CONSULTING ENGINEER Fht / of ALBERT R. KENNEY, JR. CONSULTING ENGINEER 718 EAST BURNSIDE ST. PORTLAND OR. 97114 28815 SW GRAHAMS FY. RD. WILSONVILLE OR. 97070 216 - 1551 615 -7710 April l,', 1117" i.. J . Strandberg Co. 10700 S . W. Beaverton-Hillsdale Highway Beaverton, OR 97005 Attention: Mr. Glenn Jay Re: The VreedenburQh Building fear 61enn: My review of the mechanical plans and load information provided by 1_ong- Maxwell and the City of Tigard Plan Review Check List causes me to make the following comments and/or corrections: (This letter is to be included with and made part of the Plans and Specifications.) 1 . Under the roof mounted condenser units, the 2x6 roof joist , hould be doubled. No other alteration of the roof system is required. 2. The air handling units mounted underneath the floors should be hunc, frorr, a minimum of two floor joists. (This is the end of the mechanical review.) 3. On detail D/54, the plywood sheeting should be nailed to the plate at the top of the brick columns with 8d nails at 4" on center around the outside edges of the column. 4. Detail H/53. it is my belief that the palvenized masonry ties specified are entirely adequate with the accompanying roof nailing to support the masonry columns, particularly in as much as they are protected by the roof over. However, if you wish to add additional support, a Simpson PA-PAT 18 should be added at the floor levels. 5. Detail A/93. Add a Simpson PX cap in lig-u of the toenail joint shown. Also, on the same detail, it meets wi!h my approval to substitute AH Series bases for the PB series bases specified. If yon have any questions. please do not hesitate to call . Ve-y truly yours, Albert R . 1(enne, . ►r. , 1',E . AR K:bab CC: City of "Tigard, Mr. 1?d Walden JOB DATE r LL-__L_ ADOR ESS� �1 CONNECION CHARGE COMPUTATION SHEET 1. COMMERCIAL, DRY 'DUSTRIAL, PUBLIC STRUCTURES, CAR WASH, MANUAL CAR WASH, AUTOMATIC 1UNDROMATS9 ETC : A. BUILDI'-'G AREA SG. FT. 1500 DU r B. LOT AREA �� CSJ �.ZU�-= / b��fi✓✓ _ ACRE x 4 = '- -�---. DU C . FIXTURE UNITS (01� _ FIXTURE UNITS = 16 DU -_w...._ 2. SPECIAL SERVICES: ELEMENTARY SCHOOL STUDENTS ; 17 = DU HIGH SCHOOL & COLLEGE STUDENTS 10 = DU HOSPITALS - GENERAL BEDS - DU CONVALESCENT/REST HOME BEDS 2 = DU SLEEPING ACCOMMODATIONS WITHOUT KITCHENS ROOMS 2 = DSU COMMEN1S : �o W L ), 40 r hu; 'y7 �VklL70 M = 2 ccs , I<-- '`J/Ir T USE. Z ,-, 14 I '- 4'' Fcrz n P A�j = U.J = .S/1" IL r_F-- i L� �, a IL-�► 2- = -4 , h S ? /3 4 w I. 15 - Iq,4 s '% ��w<-1 ©1. <--c c_.^IC' Fl-©©��- 1"2NMIhJ (:, USS -.C7" TJI ALI- = pjPPs� G� C: AM fLI tz,or7- Ga tL.1t Hi5 C . = 12 C')P-Src f� 1.7 x r,. 3:}"x 1.5 = 7. I� Ir,�/IfvT G? 6540 ?� 'G Op[CCN —' 9 date lir Cy tt. "Q ALBERT R. KENNEY, JR 236-1551 job # �j R KEyN��, CONSULTING ENGINEER 525-772.0 sheet I of __�, L OC(L S 440 `r' rz.. Ir' S ij x I a c,-- r!>= 2 3's i,- s r 125R--Q G 1'z Es' Q z-Cg . -7 .a P . �/.4 x `„/2�1 ' lez" X (.-:I 2 r-�kr�,j C7 F I—n n rz- P=rZ A M;LJ G, T R.•� CSX IE �r3 _ .9 n-' �c<� � f . .� ., �. � I..,+ C!- v I, UaPSrz Co4-.- uSE 4,K,.� ES . 'J IS In ' ( 7.� e S Ek,) �fZ A" C� � '=Cs-r rt ooH S SPA k) - I Z � . 1 'Zx x,33 (2`x1.S � 34 . E eTI3 I n9 1 Gr-✓k -72 — s 1 C71c- G e) _-..`v r_ .� � taLfp(�, date ALPERT R. KENNEY, JR 236-1551 job # CONSULTING ENGINEER 625-7720 sheet „_�,., of �_� .., Tz. �. 'STA ► •"��,v t. - �''S' ..ti ,.._. . 41 { { 7 = 4..84 M h A K = 1 2 IC-�►.� t USE_ -4X 14 2 GF r t fZ.COF C N-7 x� rz rL cx,�A s Ax SPA z 14 U r NEA�7G�;� �f .�T fZ 1J s.F�A►.+ = {3' cL, _ .52 Ick L)SE_ A t4 1-,A T �=C5rZC�_= C=h V %2 x . l 'K 1,33 x 'IO- . ZS $ ►c \1✓ IBJ(] V I►.i S A►-A!R a 12 G o v TT.o K.� E T::>I lZ-- �/`" Imo► �v�4.�9 2S,d/2 /�A' . I �oIGL� (QOM410AL_ �j O - S ptrz \VIUD uSr= vI...z= 3 x lo' x 2 uSF 12 k L r- c 14 VRe-EECD��� dare ALBERT R. KENNEY, JR 236-1551 Job # CONSULTING ENGINEER 625-7720 sheet �„ � of I V Z 1J n F I! 5 (2 w ,©2 -- 1'?- . 'Z 5 2 ua d c,c.- - (�I'L )z + I 110 4 ►L►.rF OG E 10 c) C?. 3/,4 Af3 Q, rte_ .4 I i I. .. ; r I I I ytZcEE►,--) �Z- IfZ 0 -7 rr date ALBERT R. KENNEY, ,TR 236-1551 job # CONSULTING ENG7.NEER 625-7720 sheets of 1JU061 y r� MOVE EXIST. FIXTURE (TYP.) - r _ r Uj \ \ Stairf ce 0 ice \ Of is f is 0f -- _ _. - f ice Office 0 fieStair od — - i I __ i ... -- — • - • I � NLF F PARTITION C puter 7 - _ �- _ - - - - - \ - _ - - Stor. , I F F_ - -�� \ C - -, - ---� --� - -- -1 -- - - -- -�- - -- I \ I I \ I I Elect Or I I ► i I I ec tton st r] o- ---- -- � II II I I I I I I Ij II I I I II �1 I I I I I _ I - - — �- — - -- — --� --� L —— -- _, — = _ -- - F US 9 EAKERL(TYP.) ce \ \ \ t. \ \ I \ \ II I II p .. � ._.. 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