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HomeMy WebLinkAboutPermit D98-0344 - HEALTH SOUND - CANOPYD98 -0344 17780 Southcenter Parkway Health South City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9005 Permit No: D98 -0344 Address: 17780 SOUTHCENTER PY Status: ISSUED Suite No: Issued: 11/04/1998 Location: Expires: 05/03/1999 Category: ARET Type: DEVPERM Zoning: Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: 0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: SIERRCC145N8 DEVELOPMENT PERMIT (206) 431 -3670 OCCUPANT HEALTH SOUTH 17780 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206- 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797 16715 NE 79 ST, REDMOND WA 98052 CONTACT TODD RANKIN Phone: 206- 574 -0925 16715 NE 79 ST, REDMOND WA 98052 ************************************************** * * * * * * ** * * * * ** * * * ** * * * * * ** * * * ** *fir* Permit Description: RENOVATION OF BUILDING EXTERIOR CANOPY. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No :. Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: Permit Center Authorized Signature: End Time: Fill: End Time: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 900.04 ********** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** ************* ' * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date: / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local regulating construction or the performance of work. I am authorized to sign for and obtain this development perrqt. . f I . I , I Ain Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 ) CITY OF TUKWILA Address: 17780 SOUTHCENTER PY Permit No: 098-0344 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 10/09/1998 Parcel #: 352304-9005 Issued: 11/04/1998 *****************************************************************.******* Permit Condi tions: 1, ,No changes wi 1 I be made to the plans unless . approved by the Arch i tect or Engineer and tne,,..T4Kryp,a: Bu i lding 'Division. 2. 'Electrical permi ts shallW6501hedZEhizovoh the. Washington State Di vis ion of 14aLidy5-3..and electrical , • work w i l l be i hsPected by ,,that agency (221d:60:„ 3. All Permi ts, 1*.S.0 records. and a 04464 sha 11 be ... a v a i 1 a b 1 e a..t tob:; s ft p prior to t he s tart , :of iiiY;ton- ' struct i on ..' ddauments are to be mainealned en4,4ya i 1 - ebl e untp /;finaj inspectAoh"e'PproVel'Is, 4. A 1 1 s tr46.1 r al concrete s ha 11, be s be ci a V 1 nspe6te'd ',r( UBC . Sec. 3.06(a)1): S. All s.trUcbural welding, sball be done by W.A.13:0 certitie4A .,... . . • ' 'welders andpecyal inspected (LIBC' - Sec. 306(a). 6, When":SpeOyal, inspection i s reou,tred el ther the oWnei's.„0' .ircfr4ect - Or engineer sha 1 1 46tifythe Tukwila Bu1. 3din Di v l''S,9 oilof:/ap'pointmeKt inspect ion aoencies;:,priOrioVA thajirst - building..; , Wi0e,ctlO6, copii . .1 s T I , of - all special in rePortS-shal) be silb 8u i ld iiig D 01Si prijh a: timelyipanne Report shall containadOeis • project 6'aMe ;, perm -it 'number , :d ,tvog/ofi1 Opect i on be thg, pefOrmei. . , ,---, , , , ;,' 7. The spec ial ipspePtor shall S'ybmWafjpal signed re p ort4, . .s tat jing.. whether the work e ou i'r'ig Ion i, to the best i:' of. the inspector 's kilow1edge; oonforMa0e.' with Oans and specifiCat*STand applicable wor1 0) proV)sions of the up!: 8. All CO'r.t.stii on ,, to be done in ,conforpienCe 'w:i.: plans and requi rements of the Oh i f Cirri), B u i l d i n g Code (1997 ' Ed i t i dn)as aillan,04',,,*1 i form Meehan i Cal-, i t on) , and WashingtonMt ate 'Energy Code (1997 E Nei on ) 9. Notify the 'C.,1 t..i'' Tukwilavi Building D.,t.m4Sion pri or to placing alioncrke. This procedure is in additio any , requirementSor special inspection. 10. Val i di ty of Oe'rMlt The i Oda 60 0/,';''* permit orZ;a0prova 1 of .., .plans, specif iclitjOs., ancr TOWS shaWilot be con 7 s trued to be a perMi:t.f0r an appy:oveVW.:gny. v ol at . 10n of any of the provisidh s':,:0 ':' i)i;, or of any other ordinance of the JuriS'dICtidir. permit presuming to give authority to yiolate or cancel the provisions of ,this . code shall be valid. Project Nem,e/Tenant: • Ale.71.1.-W 6i4 - Value of nncrriu..tion: / 0(0 - Site Address: 1 City State /Zip: ka �I�a�cL �'`�`�''� Tax Parcel Number: 3S' - - -CA- Phone: COV ' (0 9' \ — 4:2)51)t) r Property Owner: 1�1 V I• `' 1 � l Street Address: • City State /Zip: 90 ' We t4 +CAF- �1 00_ Fax #: SV3 • 4084 - - 9-2 7 4- 1 - i t Contractor: c^ (j Cam► Phone _• b SS • 3"49Y4- Street Addres : City State /Zip: i 4. S t�t . - 4-9 4 ' 4sr'. to* 1&111 a= ye) - Fax #: • 5b5" • 433fo Architect: I (■k 2 - esk7 1 44;rac. 24=C-1o41rA Phone: 5b 7 • 630 • t7l. S# Street Address: City State /Zip: , ••• _ .. 430 0,:. ,..-1.-- • -. h.- Fax #: • a • f. L . • d2 - Engineer: Phora; l " 2> • 2.2q • 3251 Street Address: City Slate /Z'p: e r11Fk14• AAS' 'far -, 0 � e2- e n - Fax #: Sa3 • ' 2V - • "4'5O Contact Person: F4itatt- ' Phone: ,r.. Street Addres: City State /Zip: Ibq-15 Ae . R k" s-l , R-Vzt t 98052 -• Fax #: 2049 • S�4 • ��A Description of work to be do ` Vthct c elOIL ■4.. 4oje e(2- 04- Cam+ LS Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes i gno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes YICOno Existing fire protection features: ,sprinklers pautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes o Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets • CITY OF TUrVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL FLAN REVIEW'OF THE FOLLOWING: (Additional reviews may be determined.by the Public Works Department) ❑ Cliannelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ ❑ Storm Drainage ❑ Street Use ❑ ❑ Water Meter /Exempt ft: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Sewer Main Extension Water Main Extension 0 Deduct ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by lirnitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. r ir PLEASE SIGN BACK OF APPLICATION FORM vor t r` e Date application accepted: CTPCRMIT.DOC 1/29/97 Dale application expires: _ G G Appli by: (Initials) • BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax #: Address City /State /Zip ALL COMMERCIAUMULTI- FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MU : E SUBMITTED WITH THE FOL ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STR . RAL ENGINEER OR CIVIL ENGINEER NGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A Mteall ROO ❑ ('• Complete Legal Description fir ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). ca l Four (4) sets of working drawings (five(5) sets for structural work), which include : Site Plan (including fire hydrant location(s) ❑ ( 9 existing Y 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). 0 Floor plan: show location of tenant space with proposed use of each room labeled ❑ 71 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. O ❑ Vicinity Map showing location of site t' ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished 11 V Construction details Z 1� t C • CAI j DO* N ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or �-�f exceed sprinkler system design criteria as identified by the Fire Department. Ll ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Eif ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Se in Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other Ett' land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTP1 RMITDOC 1 /29/97 Project Name/T- ant: Existing use: ❑ Retail ❑ Restauran ■ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturi • ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: Will there be a change of use? ❑ yes ❑ no If yes, Site Address: City State /Zip: Tax Parcel Number: V Property Owner: Will there be storage of flammable /combustib : hazardous material in the bu ding? ❑ yes ❑ no Attach list of materials and storage location •n separate 8 1/2 X 11 paper indite - ting quantities & Material Safety Data Sheets Phone: rip Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone Street Address: City State /Zip: Fa #: Engineer: "hone: Street Address: City State /Zip: Fax #: Contact Person: Phone: Street Address: City Stat: Zip: Fax #: Description of work to be done: Existing use: ❑ Retail ❑ Restauran ■ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturi • ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other - Will there be a change of use? ❑ yes ❑ no If yes, e • ent of change: (Attach additional sheet it necessary) f,r. . ' ?"` a �a -4 . l 11 # ' k * ' ♦'. e � •*':,"A Existing fire protection features: ❑ sprinklers ❑ automatic fire al: rm ❑ none ❑ other (specify) Building Square Feet: exi.ting Area of Co -struction: (sq. ft.) Will there be storage of flammable /combustib : hazardous material in the bu ding? ❑ yes ❑ no Attach list of materials and storage location •n separate 8 1/2 X 11 paper indite - ting quantities & Material Safety Data Sheets Value of Construct) is subject to possi Expiration of Pia limitation. The the applicant s Date applica on accepted: CTI'ERMIT.DOC 1 /29/97 CITY OF Tt "WiLA Permit Center 6300 Southcenter Blvd,, Suite 100, Tukwila, WA 98188 (206) 431 -3670 APPLICANT REQUEST (Additional Review - Applications for which no permit is issued within 180 days following the date of uilding official may extend the time for action by the applicant for a period not exceeding 180 defined in Section 107.4 of the Uniform Building Code (current edition). No application shall b Date application expires: FOR STAFF USE ONLY Project Number: Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be acce - * . . . ti}'rt = Applications will not be accepted through the mail or facsimile. • • PLEASE SIGN BACK OF APPLICATION FORM OR PUBLIC WORKS SITE/CIVIL PL REVIEW OF THE FOLLOWING: views may be determined by the Pub Works Department) ❑ Channelization /Striping Curb cut/Access /Sidewalk ❑ Fl d Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vau #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yd ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct CO Water Only ❑ Water Meter /Pennan: t # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and e revision by the Permit Center to comply with current fee schedules. plicatlon shall expire by ays upon written request by extended more than once. App atlon taken by: (Initials) Project Name/ Tenant: /11PIA L. C4 --01:4fS Value of Donor' intion: 4 OCz - Site Address: ^ l City State /Zip: -t D tk.•�a t. • r Property Tax Parcel Number: 35'2-3 - - -04- Owner: mrAe. Phone: Street Address: City State /Zip: 09 45 Wlot u c " . ktAt A74 Ca °I�ob2 Fax #: SD,- (o 8 L i - - 4 - 2, - 41 - / I Contractor: cd1t*(21 coo► Phone' t\r2S bSS • 31-9'-- - Street Addres : City State /Zip: 1(Q Nitr. - 4-0, 4 %- csir. {t�Gc tots t - 4=ye 2- Fax #: 5&.5 4 o Architect: I , ri 2 Sit 166ss,oc -tL� -i+ Phone: Sa 3 • 640. QS* Street Address: City State /Zip: 6 SII. (a-C, . * 43o I A � �,L) of = S Fax #: CZ3 • • , Engineer: ' .�- Phorta;, 2> • 2.2-q '52-S q • '52-S Street Address: City State/ 'p: IAA lw1 'FIFA AciS�c `a(2 414 e czn Fax #: S• 3 • 22A- • ''rSO r 'arICO , Contact Person: F IC*Att- Phone: SOG • S • 0981-7 Street Addre s: City State /Zip: k bq-t5 NE 'RnI k" it+ , ? . U 960S Fax #: 2040 • S • C Description of work to be doh,,, 1 V.tikU rt cc A l.rh m VAC` e . OR- C'•eict S\ Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes fg no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Fri Existing fire protection features: i nsprinklers Pautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes o Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets • CITY OF TUFWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW :OF THE.FOL•LOWING' ;. . (Additional reviews may be determined.by the Public Works Department)' ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 7 9 Date application expires: Appll f "� tajte by: (Initials) i PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1 /29/97 • BUILDING OWN ITDR • THORlZED AGENT: Signature: Ili Date: 0 4 Print name: � . Phone• , Address ,, y,, ❑ ❑ Site Plan (including existing fire hydrant location(s) ALL COMMERCIAUMULTI -FA ' LY TENANT IMPROVEMENT /AL & - ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DOAWINc1S TdABE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI;RMIT.DOC 1/29/97 . 'CITY OF TuhaLA.••VIA. " • ' • • TPANSMIT.'" , TRANSMIT Number : R9700061 : Amount y-; 376...95 1.1104,/98•:10:,01 Payment 'Method: CHECK Notation:: STERWA',CONSTR:OCT i BLICH Permit No D98-0344 Type; • DEVPElai DEVELOPMENT, PERMIT' Parcel No 352304-9005 •' , ..H•H Site Address: 17780. SOUTHCENTER • PY 'Total Fees : 900:.04-•: • • TM 1 Payment 376,95 Total ALL Pints: ; 900.04 B a 1 anCe: **Aisi**4..******4***A.**Aikici4**4.***A*4A***4'11***'. 1A C,c pup t Cod e Descr ipon ':•Amount ' • 000/3 BUILDING - NONRES " • 000/345..830 • PLAN CHECK NONRES „ -:352 STATE 13UI1 DING SURCHARGE ; 000/386.904 7458 J,1/05 /7.1.7 TOTAL 3Th.95 74***k* CI1Y OF TUKWILA. WA . TRANSMI:!" ****i*A**16! TRANSMIT Number: R9700846 Amount: - 523.09 10/09/98'15:4 Payment Method: CHECK Notatjon; SIERRA CONSTRUCT , Init;.BL:X • Permit No: 098-0344 Type: DEVPERM DEVELOPMENT PERMIT • Parcel No 352204-9005 Site Address: ****# SOUTHCEN1ER PY 11180 fotal Fees: 900.04 This Payment 523.09 Total ALL Pmt 523 . 0 r:t FW leD 523.09 0 al ance: 376.9V CHECK 523.09 *******A,, Account Code 000(.322,100 DeAcription BUILDING - W0N1ES • •mourl . . CITY OF TUK141: •.; RECEIPT 10/12/98 19 t, 1644, 0097 .6637 r Prpj ,,,,..?../... Type o -I ection: Axel So i. T "ate call- . Special instructions: / Date_wpfitea fa/g9 a.m. p.m. RecJes . Ph ne: ' 1 — C INSPECTION RECI,riD Retain a copy with permit „ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Dg -off PERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. // ' AO 1 401 P $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d February 23, 1999 File: 98-402 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Parkway Supercenter - Health South Address: 17500 Southcenter Pkwy. Permit No.: D980344 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced concrete 2. Structural masonry To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: MBK Northwest Sierra Construction a 4C42 ( 52.--, RECEIVED FEB 2 4 1999 SIERRA Tel: 881 -5812 Fax 881-5441 • P. 0. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING • NATIONALLY ACCREDITED LABORATORY Project: 7 / v e • c l Type of Inspection: _Ste90/44 Address: Date called: Speciattystructions: Date wanted; n _. a.m. A.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: App p li€abces. fl Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit r v Date: INSPECTION FEE REQUIRED. Prior to inspection, fee must be pa d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 project: V _ 1 _ \ I VI 5cov1 Type of Inspeaion: VI Addr --1 SP Pitidu Date called: 1 21 Special instructions: (Date wanted: a. m. Request . Phone• — (:) ": • INSPECTION NO. _ I ( 7 if b3' INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tu wi la, WA 98188 • I • PERMIT NO. • (206)431-3670 Approved per applicable codes. gi Corrections required prior to approval. COMMENTS: o 7O "cl-o /e0(. - 1 1e/47 r• .4 4d t fl $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d February File: 98 -402 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have .already been forwarded to you. Reinforced concrete 2. Structural masonry Parkway Supercenter - Health South 17500 Southcenter Pkwy. D980344 To the best of our knowledge all work inspected conformed to Tukwila. Building .Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: MBK Northwest Sierra Construction Tel: 881 - 5812 Fax 881 - 5441 • P. O. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY • October 13, 1998 Todd Rankin Sierra Construction 16715 NE 79th Street Redmond, WA 98052 Dear Todd: SUBIECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98-0344 Health South Canopy 17780 Southcenter Py This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 9, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Contact Bob Benedicto, Senior Plans Examiner, at (206)431-3676 if you have any questions regarding the attached items. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Center at (206) 431-3671. Sincerely, ,fitil/Z(L Brenda Holt Permit Technician encl File: D98.0344 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax: (206) 431-3665 DEPARTMENTS: Building Division Fire Prevention Pu Works ❑ Structural TUES /THURS ROUTING: Approved Approved with Conditio Approved fl Approved with Conditions E \PR•ROUTE,DOC 4/93 PLAN RE IEW /ROUTIN S IP ACTIVITY NUMBER: D98 -0344 DATE: 10 -27 -98 PROJECT NAME: HEALTH SOUTH Original Plan Submittal xx Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued 111 Plannin Division ❑ Permit Coordinator a DUE DATE: 10 - 29 - 98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete El Incomplete ❑ Comments: Not Applicable ❑ Please Route ❑ No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -26 -98 REVIEWERS INITIALS: DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE. Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98-0344 DATE: ` 10 -9 -98 PROJECT NAME: HEALTH SOUTH -Original Plan Submittal Response to Correction Letter # Response to,Incomplete Letter Revision # • After'Perrnit Is Issued DEPARTMENTS: d rig Division ttid 'us is Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Comments: TUES /THURS ROUTING: \PR•ROUTE.DOC 6/98 6oted . PLAN REVIEW/ROUTING S IP Fire Preventio Structural / 7 14✓ Incomplete Please Route ❑ Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning Djvision u v Permit Coordinator a DUE DATE: 10 -13 -98 Not Applicable No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 - 10 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved II Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: ( f CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: PLAN CHECK/PERMIT NUMBER: 17 6' °NH PROJECT NAME: 1k14L IA CUL 0 PROJECT ADDRESS: 111 E0 #01401111 CONTACT PERSON: laltin H PHONE: REVISION SUMMARY: .‘ra-sS � r- ePPi�a��i�r.1 I�(t�L 110 SHEET NUMBER(S) , � � ? 1 .D 5 1 �. � A2 en • ' . �J 1 S� z-- �4.2.- / S G d, ((•(P "Cloud" or highlight all areas of revisi ns and dte revisions. RECEIVED CITY OF TUKWILA OCT 271998 SUBMITTED TO: PERMIT CENTER CITY USE ONLY Bldg: 3/19/96 I have examined the original document and certify this F62 5.051.)0() (3/971 opy of that on • inal. 0 . 1 . ary Public ': - s ing at My Co Dated DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED CONST CONT GENERAL • • REGIST .: # CCO1: " SIERRCC145N$ EFFECTIVE DATE SIERRA CONSTRUCTION 16715 NE 79TH ST REDMOND WA 98052 BY LAW AS EXP. DATE 03/31/1999' 08/28/1986 CO INC of Washington P •111111 1 1 It���My� p��lll�lli�l ! Il l 19�I!@ I!ICI!I�I� III I�I ! I�I�I I�I�pI Off Is • 2 BA ES 38,500 S.F. • muu•uul1 1n. p' if p1 ■■1, 1 ..I .'•a nee:�7� �IBLSCJ�r rmr! 0 l u 0 U 0 0 0 ll -� 2 9, - 2 90 STORAGE 2, 95 S.F 0 afl�, w CCN • W (0' Ven I— 2, M 0 G S ,h. 5 -VV-0 l Fib -� 16,80 M- A -RIE —T J S.!' L J 2 0 � u AREA OF a0T6C FOR ADD -ON COLIZ N6 HOBBY TOWN 2,720 S.F. CUCINA CUCINA 6,240 S.F. adaze 2.200 -S.F. j o gotra SLEEP COUNTRY 2,400 S.F. USA BABY 8,400 S.F. r KRAU E; S Sofa Facto -y 21 S.FJ I 1 . d L Lr i , o STOR4GE 8,425 9.F. OHAD 4,400 b.F•. -__- , a0 z w 1 umm rOADOG# 1! BokpHcEN O PARTIAL SITE PLAN PpP Ip" IQ H. F .H. AREA OF WORK FOR AD0 -06 COLIlMO CHEC MEDICAL 6,000 S.F. e Z e JI roi 71 I 1 APPLEBEE'S 5,943 S.F. 1 SEPARATE PERMIT AEC - ". FOR: _AL Et IN<'i C11 1111N /ILA Uu1LD141.1 UN15106 W 1- z TH! BOW 40, S.F UU - Lem 1 L �9- 0 FILE COPY ,tler�t. withal the Plan Check ap Of authorize Sub ecl l°°rr°IS ltion of ay °a ; m 8 or io1 ordinance. Receipt of con - t , a copv OpY • pl t° tlplans eckn0e+letl0etl. By Date A Permit No i .ef:g 666 600E2 41A 6EE SHEET 418 Pfz '11-031 F 53 W F 0 z oa 2 PROJECT NO. 9,111 DRAWN BY .INm CHECKED BY DATE JAN. 16, 1996 REVISION I MAR. 20, 1996 Qj BLDb.DEPfOORR M COORDIN. BENNER STANGE ASSOCIATES ARCHITECTS, RC 5000 SW. MEADOWS RD SURE 430 LAKE OSWEGO, OR 97035 (503) 870-0234 FAX (503) 870 -0235 PARTIAL SITE PLAN RECEIVED OITYOFTUO*ILA OCT 2 7 1998 - PERRAL A1.4 UAL DING AREA S O 6.200 () 0000 5 SODARE FEET • .400 sOUARE FEET ® 159.750 SQUARE FEET Q 361.950 SQUARE FEET )%* b1, pp mas a g tl :1;.4 000005ON TABLE AWN EASEMENTS TO PARCELS B, C. G ADDED RETAINING WALL NEAR WEST BNOM PCL B AWN SAN, SOUR. NN NEAR SW CDR. PCL. D. AWN EASEMENT NOTE ON SHEET 7 O 7 980 50.40 FEET © 9.000 50000E FEET n 12. 100 s0022RE 1E07 (g 755.10o 50020E FEET SHEET 2 OF 7 '8 SHEET 3 OF 7 SURVEYOR'S CE9 TIFASA TE TO URN NORTHWEST L.L.C. FIRST AMERICAN TITLE INSURANCE CO. OF WASHINGTON, INC, ANO THIS IS TO CERTIFY THAT MIS MAP OR PLAT AND ME SURVEY ON MHICH IT ,IS BASED WERE, MADE 45 ACCORDANCE 141711 4014600 STANDARD DETNL REQUIREMENTS FOR A11A /ACSM LAND TILE,SIRt7S .LYNTY ESTABLISHED AND ADOPTED BY ALTA AND ACM IN 199.2 AND INCLUDES ITEMS I, 0 B 5;'7, B, 10 A ll 07 TABLE7 THEREOF, ' - AND PURSUANT TO ME ACCURACY STANDARDS (AS ADOPTED BY 11 AL, AND ACM AND IN EFFECT ON THE OAT: OF MIS CERRFICATIOY) OF AN URBAN SURVEY. ROBERT H. IBNTERS, L5 10104 TA8 -o3014 SCALE:1 0 50 ®0 DATE: ALT 9 ACM LAND FITLE SSUG°7V r LOCATED IN PORTIONS OF SECTIONS 26 & 35, T 23 N., R. 4 E, W M. SHEET 4 OF 7 SHEET 5 OF 7 E IIIN YE CI NOTES I. THIS SURVEY WAS PERFORMED BY THE COMBINA DON OF AERIAL PHOTOGRAMMETRV, PERFORMED By WALKER k ASSOCIATES, AND IRAOIDONAL FIELD SURVEYING PROCEDURES. 2 04021£0 AT 1HEOG1- 51,05 5 OF SEC. 35, 20578 5000051055 AND ME F5E OR 1/1600 a 500 26. SECTIOVS 26 G 35 (WCS- 42'21) OERIVE0 FROM TIES TO MONUMENTS 1/7600 2 LERECA02 00700 - NAM '65 DERIVED FROM TES TO 4 155 N 254 RESET 2 1974 0 UNDERGR0NN0 UTILITY LOCH TI0N5 ARE BASED UPON AS -BUILT PLANS ARO INFORMATION PRONGED BYTE CITY OF . CI W ACTUAL LO TIDY UNDERGROUND UTILITY STRUCNRES MAY VARY. PRIOR TO DESIGN OR CONSTRUCTION, UNDERGROUND UTILITY LOCH DONS SHOULD BE ARMED. • MME. PROPERTIES ARE iONEDNK 'NILA URBAN CENTER', AS PER CHAPTER 1526, MOH. MUNICIPAL CODE. SETBACKS ARE AS LOWS: ON = 1 SIDE = 10 FT, REAR = 10 FT., a X IMUM BUILDING HEIGHT = M I5 FT 5. ME5E PROPERTIES ARE DESIGNATED FLOOD ZONE - X' (OUTSIDE OF 500 YEAR FLOOD PLAIN) AS PER FE0A FLOOD PLAIN MAP N0. 530)300959 F. DATED 05- 20 -96 7 ALL EXTERIOR PROPERTY CORNERS ARE MONUMENT.. HOWEVER, DUE TO ME CONGE550N INFORMATION SHORN ON THESE DETAILED MONUMENT INFORMATION 00AINNG7 ME 005700000095 OF PROPERTY RN MONUMENTS ARE 507 SHORN HEREON. 5 150200£0 IXN 000 'RECORD OF SURIEY TO CO BE F ILED FOR MESS 700000T1E5 CHADWICK & WINTERS LAND SURVEYING, INC. 4011 STONE NAT NORTH, SEATTLE, WA, 06109 PHONE \ FAX (200) 092 -6960 PROJECT 2: 90 -2035 DRAPING: PR01,0055 CLIENT: 0..P.4.? SHEET 1 00 7 Ina 0009,409,6 Woof. 111 SW. RIM Avuw0 09119 2600 P009204, 07.908 97204 006- 227.6261' FAX 603.227 -7990 PROJECT � OF'ovEO SURVEY pYPN 1,2 RECEW. OC1 c1{�oF,Il1_KWL O DN1510N OCT 2 7 1990 D \112 FEFV,RCEMEF BENNER ASSOCIATES ARCHITECTS, PC. =DM Mx mare CS1.0 PARCEL DESCRIPTIONS PAR'CE'L H: AREA = 99,927 SO FT. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF 5E 77 TON, TO E CRIED AS NORM. RANGE 4 EAST, WM.. IN KING W 0 NG AT ME NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE 50070645 UMWEST QUARTER; THENCE NORTH 87'55'53" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER FORA DISTANCE CF 697.21 FEET TO THE WESTERLY MARGIN OF S3 TER PARKWAY AND ME POINT OF BEGINNING; THENCE SQUTH 01'09'35" WEST ALONG THE WESTERLY MARGIN OF 5 PARKWAY FORA DISTANCE OF 28628 FEET; THENCE CONTINUING ALONG 1059 7775 THE WESTERLY MARGIN OF 50ER PARKWAY ALONG A CURVE TO THE LEFT, HAVING A CENTRAL ANGLE 07 OF 0503 0523'06 ". AND A RADIUS OF 991.37 FEET. FORA DISTANCE OF 93.18 FT THENCE NORM 019835" EAST 768.00 FEET; THENCE NORM 8851'25" WEST 34.64 FEET TO ME CENTERLINE OF A RAILROAD EASEMENT AS DESCRIBED UNDER FILE N0. 7711090227; THENCE NORTHEASTERLY ALONG SAID CENTERLINE ALONG A CORK TO ME RIGHT. HAVING A RA TEAL BEARING OF SOUTH 8 DISTANCE 702 A CENTRAL ANGLE OF R AND A RADIUS OF 4128 FEET, 700 FOR A DISTA72NCE O3 70200 FEET; s THENCE NGE NORTH 0" 0EST 33.38 FEET; M THENCE NOR THE NORTH WEST T 50.16 FEET; THENCE 5 NORTH Q41 EAST • FEET 10 RM O 075 LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID 70 NO SECTION 26: THENCE SOUTH 8755 EAST 25000 FEET FEET TO ME POINT OF BEGINNING. PARCEL C AREA = 42,242 50. FT A PORTION OF ME SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 26; THENCE NORM 8745'57 E5T ALONG THE SECTION LINE A DISTANCE OF 481.05 FEET 70 ME WEST MARGIN OF SOUTNCENTER PARKWAY; THENCE NORTH 11'59'33' WEST ALONG SAID MARGIN A DISTANCE OF 725.43 FEET TO A BOUNDARY WITH TRACT CONVEYED BY DEED RECORDED UNDER FILE NUMBER 8912290859 AND THE TRUE POINT OF BEGINNING; MENCE CONTINUING NORTH 1189'33" WEST ALONG 5070 WEST MARGIN OF 50UTHCEN7ER PARKWAY A DISTANCE OF 705.75 FEET TO A POINT OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 991.37 FEET THRU A CENTRAL ANGLE OF 048369" AN ARC DISTANCE F 64.78 FEET TO THE SOUTH BOUNDARY OF A COMMON DRIVEWAY EASEMENT (EASEMENT NUMBER 1 AS RESERVED IN DEED RECORDED UNDER FILE NUMBER 8912290859); THENCE LEAVING SAID WEST MARGIN OF S007005NTER PARKWAY, SOUTH 85'12'11" NEST A DISTANCE OF 18200 FEET THENCE SOUTH 1159'33' EAST A DISTANCE OF 261 FEET; THENCE SOUTH 88'25'36" EAST A DISTANCE OF 115.17 FEET; THENCE NORTH 115933" WEST A DISTANCE OF 91.74 FEET; THENCE SOUTH 8895'36' EAST A DISTANCE OF 66.85 FEET TO ME WEST MARGIN OF 50UTHCENTER PARKWAY AND THE POINT OF BEGINNING: TOGETHER 4775 THAT PORTION 0 755 SOUTHEAST QUARTER OF THE SOUTHWEST OUARTER Y, O 26. 0ES 35 701045579 CR7BE0 23 FOLLOWS' RANGE 4 EAST WM, IN KING COUNT WASHINGTON, BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF 755 SOUTHWEST QUARTER FM. RANGE 4 EAST WM., IN WASHINGTON. DESCRIBED A5 FOLLOWS: KM COUNTY,, BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; MENCE NORTH 87'45 WEST ALONG ME SOUTH LINE OF SAID SOUTHEAST QUARTER OF ME SOUTHWEST QUARTER A DISTANCE OF 481,05 FEET TO ME NEST MARGIN OF 50UTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NOS 6343852, 6343863, 6043669 6343867 AND 6343868; THENCE NORTH 11 5057 ALONG SAID WEST MARGIN A DISTANCE OF 83058 FEET: THENCE CONTINUING ALONG SAID WEST MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 12478 FEET THROUGH A CENTRAL ANGLE OF 07 TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 86'40 WEST A DISTANCE OF 27513 7EE0 MENCE NORTH 0106'35" EAST A DISTANCE OF 3066 FEET; THENCE SOUTH 86'51 EAST A DISTANCE OF 272.38 FEET TO SAID WEST " MARGIN OF 5OUMCENTER PARKWAY; THENCE SOUTHERLY ALONG SAID WEST MARGIN ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 85'45'26" EAST HAVING A RADIUS OF 991.37 FEET AN ARC DISTANCE OF 9.31 FEET THROUGH A CENTRAL ANGLE OF 00'32'14" 70 THE TRUE POINT OF BEGINNING PARCEL D: AREA - 47,948 S0. FT A PORTION OF SECTIONS 26 AND 35 IN 7074457070 23 NORTH. RANGE 4 EAST. W.M., IN KING COUNTY, WASHINGTON 050076ED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF 0010 SECTION 26; THENCE NORTH 8745'57" EST ALONG THE SECTION LINE A DISTANCE OF 481.05 FEET TO THE EST MARGIN OF SOUMCEN7ER PARKWAY AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 7799'33" EAST ALONG SAO EST MARGIN A DISTANCE OF 41.27 FEET; THENCE LEAVING SAID EST MARGIN NORTH 8795'57" EST A DISTANCE OF 27000 FEET THENCE NORM 11'59'33" EST 235.54 FEET; THENCE 01)U75 87'45'57" EAST 27000 FEET TO THE SAID EST MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 1159'33" EAST ALONG SAID MARGIN 194.27 FEET TO THE POINT OF BEGI95790 AI L M 11 ACM g,AND TOME SUAVE PARKWAY SUPENCENTEN LOCATED IN PORTIONS. OF SECTIONS 28 & 35, T. 23 N., PARCEL E: AREA = 1,291,468 SO. FT. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; ANO OF THE SOUTHWEST °CARTER OF INE SOUTHWEST QUARTER OF SECTION 26, 700645HIP 23 NORTH, RANGE 4 EAST, W.M., 771 KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER; AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 8744 EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING THENCE SOUTH 0224'12" WEST PARALLEL TO THE 4E5T LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 494.23 FEET TO THE NORTH LINE OF THE 500TH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 8750'09" WEST ALONG SAID NORM LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF ME NOR70EA5T QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORM - 6750'57" WEST ALONG THE NORM LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 17729 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY MEASURED AT RICHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD Na 972; THENCE NORTH 105933" WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY. MEASURED AT RIOHT ANGLES 'FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET. THENCE 0094750150 -ALONG SN0.0759.6 FEET DISTANCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAMNC A RADIUS OF 91037 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH n. LENMAL ANGLE OF 1398'08 "; THENCE NORTH 0198'35" EAST ALOV0 SAID 6. FEET.DIS900405 NORTHEASTERLY A DISTANCE OF 28511 FEET TO THE NORTH LINE OF THE,SQUTHEAST QUARTER OF THE SOUTHWEST O0ARTEN OF srono5 THENCE 50UM 8755'53" EAST ALONG SAID NORTH LINE A DISTANCE OF 62520 FEET--TO ME.EST LINE OF ME SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF 5.670 0500071.27,' THENCE SOUTH 8795'02" EAST ALONG ME NORM LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF FEET TO 759,0609 901NT OF BEGINNING; EXCEPT THE NORTH 2,FEET AS CONVEYED: TO -THE CITY OF T0KMIA FOR MINKLER BOULEVARD BY WARRANTY DEED UNDER RECORDING Na 9408290325. PARCEL F: AREA = 359977 SO. FT. THAT PORTION OF 019 NORTHWEST QUARTER OF THE NORTHEAST QUARTER; AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH. RANCE 4 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT ME NORTHWEST CORNER OF SAID NW QUARTER OF 77.15 NE QUARTER; THENCE SOUTH 0254'12" WEST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. A DISTANCE OF 894.47 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND. TRUE POINT OF BEGINNING; THENCE NORTH 87'50'57" WEST ALONG SAID NORTH LNEA. DISTANCE OF 177.29 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE SOVTHCEN7ER PARKWAY' (FORMERLY 5770 AVENUE SOUTH): THENCE SOUTH 11 EAST ALONG SAID LINE A DISTANCE OF 322.74 FEET; THENCE ALONG ,0 CURVE TO THE LEFT HAVING A RADIUS OF 107.24 FEET, AN ARC DISTANCE' OF 141.96 FEET THROUGH A CENTRAL ANGLE OF 7560'36" TO A LINE 36 FEET NORTHERLY OF THE CENTERLINE OF SOUTH 18076 SWEET THENCE SOUTH 87'5009" EAST ALONG SAID LINE A DISTANCE OF 576.70 FEET TO A LINE 740.70 FEET WEST OF THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35: THENCE NORTH 0751 EAST A DISTANCE OF 553.89 FEET TO A POINT SOUTH 01'51'39"- WEST 3999 FEET FROM THE SOUTHWEST CORNER OF THE TRACT OF LAND CONVEYED TO BRUCE E. MC CANN, ET AL, BY DEED RECORDED UNDER RECORDING N0. 7208170557; THENCE NORTH 8755'02' NEST 22000 FEET; THENCE NORTH 0197'39' EAST 50.00 FEE7 THENCE NORTH 87 NEST A DISTANCE OF 27809 FEET TO A POINT 74076 FEET EAST OF THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 35; , THENCE SOUTH 022412" WEST A DISTANCE OF 20926 FEET TO THE NORM UNE OF THE SOUTH 430 FEET OF SAID NORTH WEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 8750 WEST A DISTANCE OF 14016 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: AREA = 205,913 50.. FT THOSE PORTION5. OF THE 500759£S7' QUARTER OF THE NORTHEAST QUARTER AND SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, ALL N 5EC4ON 35, TOWNSHIP 23 NORM, RANGE 4 EAST, Tor, IN KING COUNTY :WASHINGTON, MORE PARTICULARLY DE5CRIBED. AS FOLLOWS: OG R C ER OF THE 50 R 05 7700 N OF THE NORTHEAST 5*ST QUARTER; THENCE 6" "� EAST T 0LO90 ALONG 7109 THE NORTH LINE OF SAID SUBDIVISION THE 14 S O THENCE 4'4CE SOUT AND T 9 EST 0 FEET TOME SOUTHERLY MARGIN OF M 18041 STREET ET AND THE 9 TRUE POINT 0690 50770 BEGINNING, THENCE CONTINUING F 50 {I SOUTH 079 8 365.78 FEED, 03 F NORM 8 50079 5 850 5 T 4292, F F FEET, - THENCE SOUTH STERLX 06 571 OF 103.76 57 FEED, AVENUE. TH Y); 74.23 FEET AY); SOU (50UTNCEN7t6 PARKWAY); TH EASTERLY E NORM 08'4'43'18IN, E7 0 0 T MENC ALONG SAID EASTERLY MARGIN 6 FEET,'. MENCE NORM TI'5'5 8 1 ALONG SAID EASTERLY 10 T MARGIN 48 3,77 FEET , MENCE 0 SAID THROUGH 938 ALONG A CURVE TO 47 4 06 RIGHT A '05 9 FEET THROUGH 0 N A CENTRAL ANGLE OF ME SOUTHERLY C +` 0470 .59 59 770 99 7 7, MENCE 5 48 B89E' EAST ALONG G THE T OF BE AL OF 5AID SOUTH 1800TH ,STREET 485.18 FEET TO ME TRUE POINT OFBEGINNING, NING PARCEL N' EASEMENTS FOR ACCESS AND RECIPROCAL PARKING AS ESTABLISHED IN KING COUNTY RECORDING 505 8301030385, 8912290559 AND 8912290660 AS AMENDED UNDER RECORDING 50. 9507210283; EXCEPT ANY PORTION LYING MMIN PARCEL B ABOVE (FOR THE BENEFIT OF PARCELS B. C AND D) SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON PARCEL 1: A NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS A STRIP OF LAND 50 FEET IN 470m AS ESTABLISHED BY RECORDING NC 8411300790 AND DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION BY DEED RECORDED UNDER RECORDING Na 7111100109; THENCE NORTH 8555'02' WEST A DISTANCE OF FEET; THENCE SOUTH 01 WEST PARALLEL TO ANDOVER PARK WEST A DISTANCE OF 5000 FEET; THENCE SOUTH 6755'02' EAST A DISTANCE OF 930.70 FEET TO ME WEST MARGIN OF ANDOVER PARK WEST THENCE NORM 0E51'39" EAST ALONG SAID WEST MARGIN DISTANCE OF 5000 FEET TO THE SOUTHEAST CORNER OF SAID TRACT OF LAND CONVEYED BY RECORDING NO. 7111100109; THENCE NORM 87'55 WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 27000 FEET TO THE POINT OF BEGINNING. (FOR THE BENEFIT OF PARCEL F) SITUATE IN ME COUNTY OF KING, STATE OF WASHINGTON. PARCEL J. A NON - EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS ESTABLISHED BY RECORDING NOS 7305020527, 7409130481, 8406011037 AND (FOR ME BENEFIT OF PARCELS E AND F) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TARGET. K A ON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS ESTABLISHED BY RECORDING N05 7805120170 7906230752 AND 0503080465. (FOR THE BENEFIT OF PARCELS B. C AND 0) SITUATE IN ME COUNTY OF KING. STATE OF WASHINGTON. CHADWICIK Q WINTERS LAND SURVEYING, INC. 4011 STONE 4Y NORTE,, SEATTLE, WA, 98103 PRONE \ FAX: (206) 632 -9366 PROJECT 4: 97-2035 0020500: 9606 -LOL.0 CLIENT: 0..5..5..5,, 'SWEET 60F:8 V .. m a 9 6 . 20 nvMluj . ad87 saea RoN.h9 7101 FAX 60-2174810 9V01 N I E CC W H Z W 0 Q fr ma* min CIVIL. ` • Let 7'm SURVEY PYNRQ RECENEO 6Ci 0 , 7096 - QmoFTUKW144 A91Awt', - OCT 2 . 71996 6.77.INGo r6HMD'CERTEN STANCE ASSOCIATES ARCHITECTS, PA. Pm wise , CS1.5 1 INSTALL NEW WHEEL STOP, SEE DETAIL 1/A2 - y ( EXISTING) -MIOPY ABOVE (TYP) 1GN WITH EXTERIOR EDGE CF CANOPY FINISH SCHEDULE YMBOL DEBIGN4TICN MATERIAL e NOT USED ® NOT USED e NOT USED e CMU. - B' SPLIT FACE WITH CENTER SCORE ® C 114 RECESSED 0 SMOOTH FACE e 6" HIGH CONCRETE COLUMN CURB e 4LIPIINIIM STOREFRONT SYSTEM - EXISTING e SYNTHETIC PLASTER SYSTEM e METAL COPING e STEEL DOOR AND FRAME - EXISTING • (E) CANOPY, PAINT e (3) BUILDING WALL. PANT • REVEAL • BEE DETAIL 4/A2 OUTLINE OF EXISTING BUILDING, TYP NEW PLANT•O4 2004- 6TRUCTURAL MASONRY CANOPY COLUMNS (TIP) MP./ HOBBY TOWN USA CUCINA CUCINA REST. O FLOOR PLAN 1 (MP.) (TYP) O ELEVATION - HOBBY TOWN USA `2 SCALE: I/O • ( -m' (N.I.C.) FINISH/COLOR SYMBOL Cam- FINISH DESIGNATION e COLOR C -1 e COLOR 0-2 'BEHR' 3412 -4 SILVER MUSHROOM e COLOR C •3 e COLOR 0 -4 e COLOR C -5 HILLER' BT21W C AY BEIGE e COLOR 0 -6 e COLOR 0 -1 e COLOR 0-0 'BEAR' 3441 -3 MEMORY VIOLET e COLOR C -9 e GALOR 0)0 e COLOR C -11 e COLOR C -12 e COLOR 0 -13 CRP) OUTLINE OP EXISTING BUILDING WALLS. TYP. NEW PLANT•ON, NON•STRICTIIR4L MASONRY CANOPY COLUMNS (TYP) (TIP.) 7 14 COLOR 0 -14 e 00'000 -13 G A IT e COLOR C •13 MILLER' RISING SMOKE 19 COLOR C -19 e COLOR C •20 21 COLOR 0 •21 22 COLOR C -22 23 COLOR 0•23 e COLOR 0 •24 'BHP' SNOWDRIFT WHITE e l COLOR 0 •25 O ELEVATION - HOBBY TOWN USA ® ELEVATION - HOBBY TOWN USA SCALE, V0' . 1' -m• 99 ON INSTALL NEW WHEEL STOP SEE DETAIL 1/A2 -� INSTALL NEW SINEEL STOP, SEE DETAIL 1/A2 MIN MT of OUTLINE OF EXISTING BUILDING, TYP. NEW PLANT -011, N ON STRUCTURAL MASONRY ANOPY COLLI N6 CM/P.1 11. NE OF EXISTING 04 LDS. WALLS, TYP. NEW PLANT •ON, NON STRUCTURAL MASONRY CANOPY COLUMNS (TYP) EXISTING) CANOPY ABOVE (TYP., ALIGN WITH EXTERIOR EDGE OF CANOPY CHEC MEDICAL r . O FLOOR PLAN 5 (TYP) (1YP. MP./ 0 O ELEVATION - CHEC MEDICAL 6 SCALE, I /B' • I' -m' (TYP) (TYP., O ELEVATION - CHEC MEDICAL 7 004LE,1 /B' • I' I 141 1 O ELEVATION - CHEC MEDICAL 8 SCALE, 1 /S' I' -0` /TYP.) (TYP,) NEW PLAIN -ON, NON STRUCTURAL MASONRY CANOPY 002)2010 (TYP) 4PPLEBEE'9 REST (N1.C) U z ALIGN WITH EXTERIOR EWE OF CANOPY C W a z W U CL (o z 0 oz `, Y cc Q PROJECT NO. 97111.0 DRAWN BY OL6 CHECKED BY 13.5 DATE SEPT. 14, T TB REVISION OCT.16, 16 MAIN CLARIFIOATION BENNER STANGE NEW PLANT•ON, NON STRUCTURAL 001 ASSOCIATES 490017ECT8, PO 5000 S.W. MEADOWS RD SUITE 430 LAKE CONEOO, OR 97030 (503) 670 -0234 FAX (503) 670 -0235 r1iV OF Up iUKW pppROVE 6o 90 199 FLOOR PLANS and g,d 1.20A N1sION C TIONS 0tV001l1/OSILO a MEDICAL OCT 2 7 1998 �EEMITCENIEB HOBBY TOW/ Al 0 O COLUMN CANOPY SECTION 1 SCALE 1/2" - I' -0" EXISTING TOP CR NOTE SEE SHEET AI FOR FINISH SIEDULE TYPICAL COLUMN O ELEVATION o CHEC MEDICAL 5 A, F, I „• . I ® . NOTE, BEE SHEET Al FOR FINISH OHEDUL6 TYPICAL COLUMN O ELEVATION . HOBBY TOWN USA O WEEP AT COLUMN `2 SCALE• HALF SCALE 4. • a r O TYP. l9 WHEEL STOP 7 BGALE, SYNTHETIC PLASTER SOFFIT VENT O COPING AT FRAMING 3 SCALE: IIrz^ r m^ 0160 0 09240 SCALE HALF SCALE NOTE DETAIL SIMILAR HOIZONTAL�REVEAL9 SYNTHETIC PLASTER SYSTEM ON In PLYWOOD SHEATHING PROJECT NO. 91111.0 DRAWN BY OLS CHECKED BY Rs ',ATE SEPT. 14,1190 REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 870 -0234 FAX (503) 870-0235 SECTIIOON and DETAILS PECENEO CRYOFTUNWBA OCT 2 / 1990 PFBMITFFNT99 A2 (4) ROOF (4) GI. BEAM (E) s.o.a. (E) GL 5I•x21-- (4) 4x16 • 82 (4) CANOPY GA. S1110 • 15.. (2.c. SHEATHING 0 CANOPY SECTION 1/2..1 4 GA. STUDS • 16" 00. SHEATHING (2) • 10 L 4x4 • EA. SIDE OF GL B AM w/ (3) k" • A3 BOLTS (L 44)4 CNE SIDE • SIM) L 44x)4 c 011) 042 PIER WS, TYP. TYP. EA. STUD 01(3-4)344 (E) 34, 4 NEW STU WALL SHEATHING - REF. 2/54.5 6 GA - STUDS • 16" 00. (4) TS C.OLUMN (4) SLAB ON GRADE - C.CNT. 6"-I5 GA TRACK LAPPED • CORNERS 4 FASTENED 4/(2) SCREWS -6 GA. STUDS BLOCKING • ig," AS REQt'. (4) PRECAST WALL CANOPY SECTION 1 / 2 " 4 1 - • 4 0 - 4 84 REF. 2/64 -•"-125 GA. 811225 • 15" oc. B UILT-UP METAL STUD HEADER 0013 PIER REF. PLAN PEDESTAL REF. 10/952, SIM. (E) 8.0.0. (5) ROOF OPP. 4-14 mos 14" oo. OM. (5) GL BEAM (4) CANOPY FRAMING SIDEWALK BY OTHERS C:) CANOPY SECTION 1 / = SHEATHING 4 GA STUDS • 15" o.c. (2) • 10 SCREWS EA. SHEATHING 4 GA. STUDS • IS oc. (2) • 10 SCREWS EA. CHU PIER CCNC. PEDESTAL REF. 10/652, eri. CC W Z W 0 OC W W >-. z .‹ Se ! M , < E 0._ S4.3 PROJECT NO. 9 DRAWN BY CHECKED BY : DATE : 9/20.10 REVISION : A 3-20-98 P.C. REV.. PERMIT SET Consulting enDbe.re MEN an Awn. 6323 MOO 595.3103330 974 503-527-9.7 BENNER SAN ARCHITECTS, P0. 600:1 &W heroovse no. SUITE 403 LAKE MASCO, OR 07/00 (603) S70-0234 FAX (M) 670-0296 ' Ett CITY OF TUKWILA n r 2 7 1998 1 PERMIT CENTER I '% CLR TYPICAL CMU 17 CONC. PIER AT GART 13 (E) FOOTING DETAIL NEW SLAB EDGE TO (E) TO (E) PRECAST AT CORNER I.O.G. CONN. TO (E) SLAB EDGE 1 "_1._U• 1 " =1' -S" 1 " =1' -8" 1 ".1' -8" ). =1' -U" (6) SAG. •4 • 16 " EACH WAY 10 6 J L 2 .. I REF. ARCH, FOR STAIR DIMENSIONS • 4 NOSING BAR TYP. STAIR ON GRADE 14 TYP. GRADE BEAM DETAIL 10 TYP. PIER FOOTING O TYP. CMU TO PRECAST WALL 2 S.O.G. CONN. TO (E) SLAB EDGE 1 " =1' -S" 1 "=1• -8" 1 " =1' -n" 1 " =1' -8" • 4 DOWELS • 16" oz.. EMBEDED 4" INTO (E) BOG. w/ EPDXY • 4 • 16" oc, EA. WAY GRADE =TAIR ON GRADE BEAM REF. 18/851 V16-041-1 (E) WOOD COLUMN (5) CONC. TILT -UP WALL 15," NON - SHRINK GROUT (E) CONC. FOOTING ROUGHEN CONC. CONTACT. SURFACE MIN. 'i4" AMPLITUDE 0 NEW CONC. SLAB ON GRADE - = - =. ASE 16 REF. w /(2)'A" 0 ® A.B 9 DRILL AND EPDXY 6" INTO (E) CONC FIG. tr NEW TS COL. TO EPDXY 6" INTO (El CONC. FOOTING. DOWELS TO MATCH VERT. REINF. TYP. GRADE BEAM AT FOOTING DETAIL ( 9� NEW CONC. CONC PIER AT 'GART ux =1 NEW T9 COL REF. PLAN FOR 305 6 DOWELS • 12" o.C. MAX • 4" FROM FOOTING EDGES. DRILL 4 8OG. 3 ® TIES • 12" oc, 4) • 6 CONT. 2.6 (2) • 51— DOWELS, WHERE GRADE BEAM FRAMES INTO AN (6) FOOTING, PROVIDE (2) • 5 A" DOU•ELS. DRILL AND EPDXY 6" INTO (5) FOOTING. -- PIPE COL. BY OTHERS D IE A991090 -10" w/ (4) • 693'-0 DOA'S (E) 8.0G. • 4 TYP. 2' -0" MIN. (5) PRE-CAST WALL NEW L. 4448 -6" 9/ (10)'4 . EPDXY ANC INTO PRE -CAST AND .4"0 EPDXY AN 11 041U, TYP. (12" • 81M) CENTER ANGLE BETWEEN ROOF: A1 SLAB. NEW SLAB EDGE NEW SIDEWALK REF. ARCH. • 4 DOWELS • 24" oc. EPDXY INTO (E) CONC. SLAB USE HILTI NIT 0 -100 EPDXY NEW 8" CMU REBAR DOWELS TO MATCH VERT. REINFORCEMENT 4 0 TIES • 4" ac 3 4" CHAMFER CONC. SIDEWALK BY OTHERS (E) CMU TB 298 EXTEND FULL 477. (E) WALL ALIGN OUTSIDE FACE OF 01 PRECAST NEW 8" CMU 1 NON- SHRINK GROUT BASE IE '69121' -0" w/ (4) '4'0 1414,71 KWIK BOLTS (EMBED 4'4") E) CMU TIE TO (E) PRE —CAST O NEW TS COL. TO (E) FOOTING 1 (E) CN111 WEAR WALL 3 SPIRAL TIE w/ 12" PITCH. PROVIDE'. I'9 EXTRA TURNS TOP t SOT: LAP SPLICES TO BE IS" MIN. BASEIE, 296x1 -10 SIDEWALK BY 9/ (2)14" 9 OTHERS HAS 'SUPER A RAOE 3 GRADE B7 ANCHOR BOLTS' EPDXIED•MTO BEGTION A -A re) FTG lu/ NILTI I./EA RE61N TS =C 1 NN.. TO E , FTG ®` E SHEAR, :WALL 115" NON- 814RINK : GROUT SIDEWALK BLAB REF. (5) FOOTING ARCH. (N). SPREAD FOOTING REF. PLAN „ %Z / /!LIrQ to 4 " NOTE: SHORE (6) ROOF/MEZZANINE STRUCTURE DURING REPLACEMENT OF (5) 4002 COLUMN. REMOVE (E) BASE PLATE 4N0 BURN OFF (5) ANCHOR BOLTS FLUSH WITH SLAB. �(E) PRECAST WALL (E) BLAB AND THICKENED FOOTING NEW TS COL. • 5 x ]q DOWEL • 48" oc, ALIGN w/ BOND BEAM STEEL IN CMU USE HILTI HIT 0 -100 EPDXY (E) PRECAST WALL • 5 x BAR • 48" oc. EPDXY INTO PRECAST PANEL / HILTI HIT 0 -100 NEW T8 COLUMN REF. PLAN FOR SIZE TS 5x5 REF. PLAN 4" 8AG (5) 9.0(981( REF. 4/851 FOR EPDXY DOWEL CONN. TO (5) BOG. FOOTING CONN. NEW METAL 81UD/ PLYWOOD SHEAR WALL • 4 D ”DOWELB • 48" 00. (5) 5 V" SLAB. CUT BACK AS READ. FOR INSTALLATION OF WALL AND FOOTING 4" EMBED NEW 4" SLAB DOWEL TO (E) SLAB w/ • 4 DOWELS • 48" GA. EXTEND 15" INTO (N) SLAB •4.16 "00 EACH WAY 4 Fir T. IL 11 �114 • 4 x 1' -6" DOWELS • 16" oc. EMBEDED 4" INTO (E) SLAB EDGE w/ EPDXY GROUT REF, 1/85.1 FOR UNDER3LAB REQUIREMENTS S.OA. REF. PLAN UNDISTURBED SOIL NEW 6 " -14 GA, TRACK 9/ 1 "• HILTI KWIK BOLT it • 24" 00. (5) 51i SLAB N) SHEARWALL TO (E) SLAB 1' =1 ' -e" B" CMU REF. GEN. STRUCTURAL NOTE8 FOR REINF. DOWELS TO MATCH VERT. REINF. EXT. SIDEWALK REF. ARCH. 80,0 BEAM TYP. CONCRETE DETAILS (3) • 4 CONT. '1)1/ OF 7UKWIIA 3" OCT CLR 4,)lnt � 9C u11•I (N) CMU /SLAB AT (E) SLAB rr F W Z W U C co W z E'• z � a Q .a P PROJECT NO. •182.81 DRAWN BY CHECKED BY : DATE : 5/2D/RD REVISION 0 3 -20 -98 P.C. RE8P. GART/BABIES REV. 5 -15 -98 PERMIT SET Consulting E•#x.o 8 '11811 St Anne Sao 2x• aam ana sn217,Rm BENNER' - +' STANGE .1 ASSOCIATES ARCHITECTS P.C. 5005 sm. LEADOWB KD. ;) SURE 430 = LAKE CRR FAX (505) 670.023 ... RECEIVEDriu OCT 2 7 1998 1 TYP. h (5) 4x14 TS 6,408 REF. (4/662 FOR CONK (5) 6" REIPF�'I�'J JI`' -- MASONRY CANOPY BRACE •CONN. (5) PLYWOOD (5) 4x14 18 KICKER IE koa,d .o.. w/ (4) THRU BOLTS CANOPY BRACE CONN. i" =1' -0" KICKER CONNECTION AT HORIZONTAL TS 1 " =1 -o" -T8 4x4x (8) PLYWOOD BEVELED EARING E ix6x0-10" NAILEN R FASTENED w) 0 RODS w STEEL EMBEDS BEDED 14 INTO / / IVo GROUTED MASONRY THREADED w/ HILT! HEA EPDXY STUDS • 32" o0. T8 OR U.F (5) WOOD NAILER R BEAM (METAL STUD WALL • 8111.) TS 694018 H0R1Z. TS (5) CANOPY L 4% '"' L EN T t„ (5) BLOCKING (5) NAILER IE (5) 6" REINFORCED MASONRY i6,4 NAILS • 6" o0. CMU PIER (1) 4 ANCHOR BOLT EACH END OF PIER D-63-n44 4NGLE PER 11/ 862 SHEATHING EDGE SCREWS TRACK BLKG. STEEL JOIST SHEATHING (2) • 10 SCREWS 540H J018T EDGE SCREWS (3)•10 SCREWS EACH JOIST EDGE SCREWS TRACK BLOCKING 9HEATHI • 6" oz. JOIST TO STUD CONN. 3" 1' -o" STEEL JOIST METAL STUDS SHEATHING STEEL JOIST TRACK BLOCKING STEEL JOIST 4) • 10 SCREWS BENT R 16' GA w/ 2" LEG -10451. 2).•,1 INDEXEd5ND8' ?: FOR PUNCH OUT . ALIGNMENT BLOCK FROM1PIE05 GF METAL STUD 16 GA CLIP ANGLE. 'STUD BLOCKING 118 BLOCKING, SIZE GAGE:T0 MATCH (3$108 P1-408 END ''1WLL AND; 418 CF 0',94. vERTICALLY. y WI-ERE SHEATHING r FACEf'.8 MAY. BE 0M4TI5D SHEATHING ( E ) F4CE tth OCCURS' EPGE SCREW - CONT. 18 GA. SENT: 5 w/ 1h' LEGS 6HEATFIING 1).10 SCREW EACH STUD, TYP. METAL;B -. STUB AT SC W (3 T HRU;' ACING NT R0) BOTH SIDES t �iil r DETAILS I. 1595x0' -9' w/ (2) : OCT 2 7 1996 ON 14' NON - SHRINK PEEMITCEMEP fl HOLE PROVIDE HOLE N T 511, CUT TO'CLEAI2.BOL7 ® 445408 BM, CUT TO CLEAR SOLI 44E408421484ER8. r, CMU PIER r TO CM.0 PIER 1 ROOF TO WALL CONN. 1 1 /2- =1' - (4) • 10 SCREWS EA. STUD •10 SCREWS SHEATHING REF. ARCH. METAL STUD 11514E STUD •10 SCREWS • 04. METAL TRACK J0161 ((5) 2x • SIM.) TRACK BLKG. (NO BLKG. • SIM.) STUD TO JOIST CONN. CANT. 18 GA. BENT 4E / Ibv" LEGS 'SHEATHING MU PIER CONN. TO (E) CANOPY n STUD FRAMING AT RIDGE ■ 1 J 1 1 /2" =1 -o" :. (2) NO. S SCREWS AT 80T14 SIDES NOTE, IN CURTAIN WALL APPLICATION, ONLY ONE SCREW REQUIRED AT BOTH SIDES STUD TO TRACK - SCREW ATTACHMENT STUD TO TRACK N.T.S. MULTIPLE STUD TO TRACK WELD ATTACHMENT MUTIPLE STUD T() TRACK TRAP LATER EACH END ALT. CORN., CLIP ANGLE w/ S.M.S. EA END STUD FRAMED WALL 4) SCREWS 6HEATHNG TO BLOCK 453 . 0114 41 32- 0CKING • • SPLICE STRAP CNLY AT BLOCK 8 04.3i14" CONT. FLAT STRAP • 4' -6 "o0. VERT. TYP. •TINT. F.O. STUDS. STRAPS ARE NOT REOA. F ALL 1STUDS IN A WALL ARE carom DIRECTLY TO BLKG.) RB ALT. LATERAL • AL BRACING METAL TRACK w/ (2) • 10 SCREWS EA. STUD, TYP. SHEATHING • 10 SCREWS • 6" 00. METAL JOISTS REF. PLAN FOR SIZE 48PACING CONT. METAL TRH w/ (2) • 10 8CREW8 EA. STUD, TYP. (I) • 10 SCREW EACH STUD •10 SCREWS 0 6" Oa. SHEATHING ROOF TO WALL STUD CONN. STUD LATERAL BRACING WELD ATTACHMENT (346" OR SMALLER MEMBERS IN 16 GA OR HEAVIER THICKNESS) I LATERAL EiRACINGs WELD ATTACHMENT (3 THROB MEMBERS) TYP. EDGE SCREWS TYP. EDGE SCREWS 6I-EATH1NG ROOF TO WALL STUD CONN. 1 CLIP ,ANGLE, b' LESS THAN 8TU0 WIDTH, (4)%"0 8 -12 SCREWS REQUIRED 14" COLD-ROLLED CHANNEL BOTH 81DE8 * x1664. CLIP ANGLE, SS THAN STUD WIDTH E 1 4x4x L 4o4x -4" V4" END R. TYP. 01-EN HORI Z. T9 WIDTH EXCEEDS TS COL. WI DTH T6 COLU N O TS BEAM 3 SIDES TYP. 3/16" CAP re 3 SIDES TYP. e 4 • L 4x4x -4 ", (L 4x4x46x0' -6" 'I I • T9 808 POST) T9 BEAM 4 L V M COLUMN CONN. METAL STUD (5) CANOPY METAL TRACK w/ (2).10 aptews EA STUD, TYP. AND (I) 0 10 SCREW • 6" oo. - INTO (E) CANOPY. FRAMING TS BEAM CONN. L 454 w/ 4 11 0 !BOLTS • 48" 00 EMBEDDED .6 INTO (0) MASONRY w/ EPDX 5(530VE OCI 30" g11�U1NG om CONN. TO (E) MASONRY WALL SHEATHING 0.1450 LOIU VELOCITY FASTENERS • • 24" 10 SCREWS TS SEAM 0 LOIU. A &TEN • 24" •• : 4 4 ' W Z W 0 cr W � Go ` G z z a CL Q .a DATE 6/26118 REVISION A 3 -20 -98 PC. RE8P. ® GEN. REV. 5- 15 -98' PERMIT"SET PROJECT NO. 91'532 -BI DRAWN BY CHECKED BY.,; ConWNg Enpheln1 mew., Amu S IN ER ASSOCIA ARCHITecr8, saoo.W IWC0lia x . k ,, al11E 0B. V720i 430 LAID: O0NEO , CMU PIER CONN. TO TS COL. 51MPSON LTT18 STRAPS • 48" oc. SHEATHING WEB BLKG BY 20151 MFR P.T. 4612 w/ 4 "0 ANCHOR !BOLTS • 16" oc. (FI . 22' -0" MAX? EDGE NAILING TYP, • 6 VERT. • 24" oo. 8" CMU ROOF TO CMU WALL CONN. 1 ,, =1. —S" CANOPY CONN. TO (E) ROOF (5) GL- 5 ex24 (8)0'- 6412813 (5) 6x14 ANOPY CONNECTION TO E ROOF — PARTIAL PLAN 1/2" =1• -D" 19 15 COLUMN R 'gx3x0' -1" (R 1 4x3x1' -0" • SIM.) w/ (1) I3 "$ •NCHOFS BOLT TIW SIDES OF T9 COLUMN, TYP. CMU PIER D1)-o34'4 (2) 0x6" LAG BOLTS (8) 2644 • 24" oc. (E) SHEATHING 5 w/ (4) "m 4301 BOLTS 15 BRACE 51MP80N 1-001I6 STRAP EA. BIDE (5) GL 511X24 BEYOND (8) GL 6'463115 (El GL 5 ox22 2 BEYOND NOTE: METAL. JOIST FRAMING NOT 5HOLLN FOR CLARITY 001 1218 CTRD. AT CANOPY BRACING, PROVIDE EDGE NAILING CF ROOF SHEATHING TO TO. ALONG ENTIRE LENGTH N4TF: METAL JOIST FRAMING NOT 81-100.1 FOR CLARITY T8 4646 WIND BRACE R Iryx6x0' -10" 8/ (4).4 THREADED STUDS T9 WIND GIRT REF. 13/863 FOR 0068. TO (E) 5EAM T8 BRACE, TYP. (2) • 4301 BOLTS 76" x 10" BENT fE (5) GL 64x3115 (5) 4616 R '4 w/ (4)'4" 0 A301 BOLTS TS 4646 (5) GL 6 4x31 TS WIND GIRT P 44 V <TYP. (2)'4" 0 ANCHOR BOLTS w/ 6" EMBEDMENT TS WIND BRACE, TYP - (2) 4 9" 1 A301 BOLT8 x 10" BENT R 8" CMU NOT USED CANOPY CONNECTION TO ROOF NOT USED 16 CANOPY CONNECTION TO ROOF 16 METAL STUD TS BEAM EDGE' SCREWS TYP (2) 6 " -18 G J018T8 11E5 BLKG BY JOIST MFR O STUD FRAMING CONNECTION PLYWOOD OR O8B SHEATHING DBL TJ14 CTRD. AT CANOPY BRACING. PROVIDE EDGE NAILING OF ROOF: SHEATHING TO TJI's ALONG ENTIRE LENGTH SIMPSON HTTIS STRAP EA SIDE NOTE, METAL 20I8T FRAMING NoT 8140425 FOR CLARITY WIND GIRT CONN. AT ROOF D8L 121'• CTRD. AT CANOPY BRACING. PROVIDE LOGE NAILING CF 68'06 SHEATHING TO 121 ALONG ENTIRE LENGTI4 SHEATHING. REF. ARCH. . 8/962 REF. 5/566 FOR 0ONNECTION CONT. L 4646'4 (BENT R 6646'4 (LLH) • SIM) TAL STUDS CONT. METAL TRACK Al_ JOISTS 10 SCREWS • 6" oc, TYP. (4) LOCATIONS ATHING REF. ARCH. T. METAL TRACK EDGE NAILING T9 WIND BRACE R 766560'-10" w/ (2) 46" 0 A301 BOLTS GL BEM( f' 41. V (TYP. (2) 4" 0 x 6" t!• LAG BOLTS 18 WIND BRACE (2)46" 0 A301 BOLTS 4 6 "x I0" BENT O STUD FRAMING CONNECTION O STUD FRAMING CONNECTION STOREFRONT REF. ARCH. TX BEYOND R 1.6660 W/ T2) 4 "0 A301 MOLTS, TYP. ■.� WEB 8LICG�.. - 18 WIND BY + +20181 BRACE, 166. .rte' (2)14.0. 81M080N NTTI6 A301 BOLTS 8TRAP EA, Or 9" 086.2 44. E� FRONT CANOPY. ECTION AT ROO,F;':' T8 SECTION METAL STUD (4)N0. 10 SCREWS. TYP. SECTION AT BUILT -UP HEADER STUD FRAMING CONNECTION 10 O6 3 - = 1 , - 0 .. O STUD FRAMING CONNECTION 7 METAL STUD METAL ;STUD CONN. TO TS SENT R (L 4848166A60 -4" • 4" METAL STUD 1 L 6848(6GAx 0' -4" • 6" METAL STUD) 8/ (2) 0.145" 0 1.05 VELOCITY PASTENERB INTO T8 1 C2) NO. 10 SCREWS INTO STUD ((4) NO. 10 SCREWS • 8111.) (5) 2x STUDS r 87905 (NOT AT SIM.) REF. 8/962 GL BEAM REF. 8/862 SHEATHING. REP. ARCH. -41 TS STRUT CONN. MIN. (5) 2x SHEATHING TYP. EDGE SCREWS SHEATHING, REF. ARCH. 4 " -18 GA STUDS 16" c.o. (8) SHEATHING (NOT AT 5(11.) ETAL STUDS SHEATHING, REF. ARCH. (2) No. 10 SCREWS, TYP. CONT. 18 GA. BENT R 0/ IL;" LEGS. FASTEN TO EA. 9111D w/ (1) No. 10 SCREW CONT. TRACK w/ (2) NO. 10 SCREWS EA. VERT. STUD METAL STUD SHEATHING. REF. (REF. 8/862) ARCH. 4" -I0GA TRACK w/ 0.145" 0 LOW VELOCITY FASTENERS • 16 oc. CMU PIER STUD CONN. AT CMU PIER ROOF SHEATHING T. 18 GA. BENT R w/1 ," LEG&. FASTEN TO EA. STUD 6/ (1) No. 10 SCREW, TYP. (2) No. 10 SCREWS, TYP. CONT. 4" -18 GA. TRACK w/ (2) No. 10 SCREWS INTO EA. (E) 2x STUD (NOT AT SIM.) METAL 81710 11Y )41URWIN pppROVED 0C1 3 0 1998 1u nouv -- CONT. TRACK w/ (4) NO. 10 6 2" WOOD SCREWS 4 WASHERS ADJACENT TO EA VERT. 8190 ((2) SCREWS EA, SIDE OF STUD) STUD CONN. TO GL BEAM DATE 056'9• REVISION 0 3 -20 -98 PC, RE8P. it GEN. REV. 6 -15 -58 PERMIT SET DETAILS RECEPlEO om.rn.w• • OCT 2 7 898 PERMITCERTER SF Consulting Engineers ''''' r22 2 41261 ' " ,w BENNER;i. BTANCi41 ASSOCIATE ASCHITECTO, P0. 8008 9W, 61AD01YB.Yd.., PAM'