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HomeMy WebLinkAboutPermit D01-017 - ORBAN RESIDENCE - ELEVATORDO1-017 Ferenc Orban 4242 S 122 St City of Tukwila Community Development / Public Works S 6300 Southcenter Boulevard, Suite 100 • Tukwila. Washin ;ton 98188 Parcel No: 334740 -0385 Address: 4240 S 122 ST Suite No: Location: Category: ASFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: DOAKHI *092NZ FERENC ORBAN 4242 S 122 ST, TUKWILA, WA 98168 DOAK HOMES INC 11917 4 AV SW, SEATTLE, WA 98146 FERENC ORBAN 4240 S 122 ST, SEATTLE, WA 98168 DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE, WA 98146 ***************************************************** ** * * * * * * * * * * *• * * * * * * * * * * * * * * *** Permit Description: ADDING ELEVATOR ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 5,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: 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: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 188.16 OCCUPANT OWNER CONTACT CONTRACTOR Print Name: / 6923/9 - ty DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: Occupancy: DWELLING UBC: 1997 Fire Protection: .0 East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: Phone: Phone: 206 - 246 -6587 Phone: 206 -767 -2658 Phone: 206 246 -6587 Size(in): .00 End Time: Fill: End Time: Public: N ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** *.* * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: ��^^�/ t Date: I hereby certify that I have re and and examined this permi and know the same to be true and correct. All previsions of law and ordinances governing this work will be complied with, whether specified h rein or not. (206) 431 -3670 001 -017 ISSUED 02/01/2001 07/31/2001 The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p mit. Signature :l,�i�C.� _ Date: �� ' 0,7 Address: 4240 S 122 ST Suite! Tenant: Type: DEVPERM Parcel #: 334740-0385 * * k * * *•k* * k* * * * ** k - k i. * k k A k * *'A * * * k A * k A *le** k *4 k k A A * * k *#41,*********,‘ k i n 1 t 1 Permit Conditions: J. No changes will be made to the plans un!ess approved by the Engineer and the Tukwila Building Division. 2 . Any exposed insulations backing material s h a l l have a Flame Spread Rating of 25 or less. and material shall bear identi- fication showing the fire performance rating thereof. 3 All construction to be done in conformance with approved plans and requirements of the Uniform Bui ldirtu Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition ). 4. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 5. Validity of Permit. The issuance of a permit, or approval of plans, specifications. and computation_ shall not be con- strued to be a permit for . or an approval of , any violation of any of the p r o v i s i o n s of the bul i d i na code or of any other ordinance of the iurisdiction. No permit presuming to give authority to violate or cancel the pr Gv is itln_: of this code shall be valid. 6. Electrical permits shall be obtained throuoh the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (246-6630). 7. Manufacturers installation instructions reouir ed to site for the building inspectors review. 8. All permits, inspection records, and approved plan_: shall be available at the lob site odor to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is grunted. I hereby certify that i have read these ,'ond i t. i ons and will comply with them as outlined. All provisions of law and ordinances governina t h i s work w i l l be complied with, whether spe..'if ied herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local l h aws regulating construction or the performance of work. Signature: _ - 6 / '�t��. Date: _.W � .__�... / ,. r; / Print. Name: CITY OF TUKWILA Permit rio: D01 -017 Status: ISSUE!) Applied: 01/24/2001 Issued: 02/01/20101 Project Name/Tenant: �(--)F C OD:6 671 .g e l Value of Construction: S O Site Address: City t te/Zi : 'r -- / 7 e 0 50 /7- /C /(C. it44- TP c? Tax Pa Number: 331-17u ° -0 .'ISS Property Owner: /- C � 0 i 4 G t � A- /`+ Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) Phone:z 7 � ,‘ s.—.. G Street Address: / ' �� /i0 .50 / _2,2_,..2..... � 1 C't State/Zip: 4ti� 3 Fax # :,. z 0.4 7�T 77 g Contractor: _ y� ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: Street Address: City State/Zip: Fax #: Architect: _ CL/31v p�sly'/� S Phone: Street Address: , 1�2�ji �St to /Zjp: — J W g Fax #: — �i3 9 r n sq‘ Engineer: .. Phone: Street Address: City State/Zip: Contact Person: r-ailttt- ,r te - 54-hi %/‘'.2 Street Address: City Description of work to be done: / /� �j l q,/ aj n/' G- t,,i!•1" /tY- _ Type of work: New Single- mily Residence ® Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroot Is this site served by: cti Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existin S u e Footage for Structure: L,., • sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 1 sq. it. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 FOR STAFF USE ONLY Project h...nber: Permit Number: ID 0 1— c 7 Single - Family Residential 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. ❑ Miscellaneous APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ❑ Channelization/Striping ❑ ❑ Flood Control Zone ❑ ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ ❑ Water Meter /Permanent # ❑ Water Meter Temp # Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: _ - ❑ Sewer Main Extension 0 Private Street Use ❑ Water Main Extgaim 0 Private Size(s): CITY OF TUKWILA Size(s): Esto kngfty4 2 001 gal Size(s): 0 Fill cubic yds. O Public O Public Schedule: J Value of Construction - In all cases, a value of construction amount shou fiNg e erliabd by the applicant. This figure will be re- viewed 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 ex- pire 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. PLEASE SIGN BACK OF APPLICATION FOR Date application accepted: / ° L11 Date ap expires: ^ taken by: (initials) BUILDING OW1,Ifif;R OR AUTHORIZED AGENT: Signature: / - ,p� Date: / ^ - i o Print name: � / v (� ! 10---3,4 Phone: 7 j S ,. Fax #: Gb Address: 1 / � L,� �,� /�� � 4 TT.c- City/State/Zip: e �� ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY I ' GISTERED ARCHITECT OR PROF SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ?0 ; Copy of recorded Legal Description from King County ‘ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. --. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) el ❑ � King.County Health Department approval for septic - 296 -4722 Four (4) is of working drawings, which include: e Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Given /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details ❑ Floor plan Roof plan ag . ❑ Building elevations (all views) �© (71 Building height 4;6-041"4-41 fit F _ 1 A - t 0 Building cross- section 4--"- :) rgtructurai f ar mTng plan and details necessary to completely describe construction trt ❑ Q ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, ci ❑ SFPERMIT.DOC 2/13/97 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Variance, Shoreline or Tree Permit). 1:3 Variance, plans, reports or other documentation required to comply with Sensitive Area Ordinance / and other land use or SEPA decisions. Ltd ❑ if dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder 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. 4*************** k* #t 44 *****A Jr 4+ lt4 A±c4 4.4 4 '.v.4 .4 4 4 . 4 *1 r*ki 44 CiTY OF TUKWILA. W i>0 t I 1 TVP31 : 4 * * * * * * * * * * * * 4 ! * * * * * A 1 * 4 4 8 * 4 4 4 8 * * * A * 4 4 A * * , *Ai* *A 4 4 *8N++r TVANSMIT Number: R010009 lnut'.nt J '2 4 I Payment Method: CHECK NotAtion: FERENC URAMN JTD Account Coda 000/322.100 000/345.830 000/386.904 Permit Not 001-017 r'foi E OEQI:LOPmEqf PERo[r Parcel No: 3:+4740-03n Site Addreati: 4240 3 122 Sr 1 ; 100.0 Thii Payment 188.0C 1c,tJ LL 188.0c Doicriutron VUILOING EES PLAN CHECK STATE PUILO1N8 SURCHAR&E .):t/24..; )710 TOTAL. .1:TO Freed: Ty _ r) .4 'SIM ,7 A dress: - A P ' , . --s., Date ca 1 3 0 Special instructions: Date wantild: i i d i a.m. 1 T1 Reques r:Lei 7 Ph INSPECTION NO. • INSPECTION REC :D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 90 Inspector: Approved per applicable codes. U j Corrections required prior to approval. COMMENTS: rr), Vvt '1+ 47A, 0 ive 01 Date: b 6.4 - of 7 PERMIT NO. (206)431-3 LII $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: CC Ui 2 0 U) U3 w LL . uj 0 uj u) pg tu U 0 — t 111 4.- 0 ai 0 Pro 'e t eere„vk C 0 f kocin iPrel IfeIonspect Ad• ess: D 41 4. Date called: O Special instructions: Date wanted: tt a l�. �/' d p.m. Repuester: 1 €JLe . 0 r li!Y , P tie: v1Ql 7 V 1 ..atO SR . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188\ (20)43)36 Receipt No: Date: INSPECTION NO. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: , = er r Date: , j 7 / El $47. U REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION REC ,D Retain a copy with permit t O I - o /7 PERMIT NO. Project: - i Type of Inspect; n: Address: '42. S . 12-2 x, Date called: 2,14 c Special instructions: Date wanted: a 31 P.m. Regster: (c.‘ 0 k 0( tel Phone: 2...6G 2-4:1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcepter Blvd, #100,jukwila, WA 981 Approved per applicable codes. COMMENTS: INSPECTION REC Retain a copy with permit Ob PERMIT NO. � E (206)431 -3670 Corrections required prior to approval. Inspector: Date: �4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 7501bs capacity. • Quiet operation. The National Wheel- O -Vator Co., Inc. 509 W. Front Street Roanoke, IL 61561 -0348 _ ..4.. ., Ph: 888- 353 -8898 Fx: 309 - 923 =5091 sales@ wheelovator.com www.wheelovator.com esthz q by.Nationat .Wheel -0= , ri-rFrri .1 er • 1:2 cable /roped. hydraulic,unit utilizing (2) 3/8" x 7 r 19 steel core aircraft wire rope integrated into a rams header sheave mounted to a 70mm or 80mm diameter hydraulic cylinder. •. Submerged motor (opt.). • Floor specific-battery descent. • 2speed valve. • Remote. machine room. • • Variable Voltage Variable Frequency (V.V.V.F.) inverter drive winding drum unit utilizing (2) 3/8" x 7 x 19 steel' core aircraft wire rope integrated into a rams header sheave 'mounted to a steel pedestal post. • Variable speed for a quality ride. • No oil usage /reduced maintenance. • Floor specific battery decent (call for availability). 1 RECEIVED CITY OF TUKWILA u i 2 PERMIT CENTER • '7501bs capacity, 9501bs capacity (opt.). Oka PART I GENERAL 1.01 Description of product: Residential elevator with V.V.V.F. drive and winding drum or 1:2 roped hydraulic. 1.02 Work Included: Furnish all labor and materials. equipment and incidentals necessary to assemble and erect a residential elevator. 1.03 Work by Others A. Construct a hoistway of the size and backing required by the manufacturer. B. Construct a machine room. C. Provide system to maintain hoistway and machine room within 50 - 90 degrees Fahrenheit. (machine room requirement does not apply to winding drum drive system) D. Provide 230 VAC, single phase. 30 amp dedicated and 120 VAC, 15 amp dedicated circuits to machine room space for elevator and cab lighting. 1.04 References A. American Society of Mechanical Engineers/American National Standards Institute (ASME/ANS1) publications: ASME /ANSI A17.1 "Safety Codes for Elevators and Escalators ", Part V. B. National Fire Protection Association (NFPA) publications; NFPA 70 National Electrical Code. 1.05 System Description A. Travels up to 50', with up to 6 stops. B. Load capacity of 750 lbs. C. Speed of 36 fpm. 1.06 Quality Assurance A. Installer Qualifications: A company experienced in the assembly and erection of lifts and residential elevators of the type specified; trained and certified by the manufacturer. B. Manufacturer Qualifications: A company specializing in the manufacture of lifts for the disabled and residential elevators. 1.07 Warranty: Unit shall have a two (2) year limited parts warranty. 1.08 ,Maintenance A. Maintenance of the private residence elevator shall consist of regular cleaning and inspection. Maintenance is recommended every 6 months. B. Inspection: ASME A17.1 requires all private residence elevators to be inspected every 12 months. PART 2 PRODUCTS 2.01 Manufacturer: The National Wheel -O -Vator Co., Inc. 2.02 Components A. Cab: 1. Size 36" W x 48" D Clear (others available). 2. Enclosure: Securely fastened to the car frame and platform. The cab shall be constructed of a minimum 3/4" wood walls. Floorboard shall be constructed of 1" AC plywood. 3. Gate: Accordion or scissors type equipped with a GAL type "G" gate switch. Scissor gate shall be equipped with an additional floating gate switch to prevent car movement if gate is moved in either the up or down direction. 4. Handrail provided. 5. Interior lighting provided. B. Hoistway Door: Size 3'0" W x 6'8" II swing type (to be provided by others). C. Drive System: Two speed (V.V.V.F.) inverter drive, winding drum or 1:2 roped hydraulic with 2 speed valve. D. Cable System: (2) 3/8" 7 x 19 aircraft wire rope integrated with rams header sheave mounted to a steel pedestal post or hydraulic cylinder. E. Guide Rail: Shall consist of two 6 1/4 lb tee rails. F. Car Frame: Shall be quipped with non - metallic faced roller guide wheels. G. Leveling device: Provide Hall effect switch system to maintain car within 1 /4" of the landing. H. Control Systems: Non - selective collective microprocessor, U.L. certified. 1. Motor: 2HP or 3HP, 1750 -RPM 208/220 VAC single phase, (three phase with invertct for winding drum). .1. Wiring: 1. Provide flexible traveling cable for electrical light and controls in cab. 2. All other electrical wiring shall be insulated, flame retardant and moisture proof. K. Safety Devices: 1. Stainless steel slack rope device. 2. Terminal stopping device. 3. Platform toe guard at the cab entrance. PART 3 EXECUTION 3.01 Installation A. All components shall be assembled an erected in strict compliance with manufacturer's printed instructions. B. All wiling shall be in accordance with the wiring diagram furnished by the manufacturer. 3.02 Field Quality Control A. Static/Running Load Test: All load rating and safety factors shall meet or exceed those specified in ASME A17.1. DD- 7!2006 The National Wheel -O -Vator Co., Inc. Sb egtingi - Residential Elevator Specifications Note: Specifications are subject to change. s.. ACTIVITY NUMBER: DO1 - 017 DATE: 01 - - PROJECT NAME: FERENC ORBAN RESIDENCE SITE ADDRESS: 4240 SOUTH 122 STREET SUITE NO: WB_, Original Plan Submittal Response to Incomplete Letter It 1 DEPARTMENTS: BuilA Division C 1• -o 1 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rr Response to Correction Letter it Revision `r After Permit Is Issued Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: WAROtIll Seri Fire Prevention ri Planning Division C ri Permit Coordinator DUE DATE: 01 -30 -2001 Not Applicable LI No further Review Required a n DATE: DUE DATE 2-27 -2001 Not Approved (attach comments) n DUE DATE DATE: UQ cn CO LU u, w LLj O W U 0 - D t ww I V u. O iui z U= Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fix, etc. Date: 1 - Z 1 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued Project Name: URBAN RESIDENCE Project Address: 4240 South 122 Street Contact Person: Ferenc ©rbalt Summary of Revision: _ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Received at the City of Tukwila Permit Center by: e Entered in Sierra on I - 29 0 I Plan Check/Permit Number: D01 -017 RECEIVED CITY OF Tt}r:' :i JAN 2 ` ?00 R ERkMt i CPO E — e.c rban ONO Q Phone Number: "1(Qa�(D 50 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 01/25/01 anuary 25, 2001 Ferenc Orbam 4240 S 122 Street Seattle, WA 98168 Dear Mr. Orbam: Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D01 -017 city of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -017 Orbam Residence 4240 S 122nd Street- - Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 24, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, at (206)431 -3670, if you have any questions regarding the following: 1. Provide specifications on elevator lift. 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 inns: 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 Permit Center at (206)431 -3672. tindic 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D01 -017 PROJECT NAME: FERENC ORBAN SITE ADDRESS: 4240 S 122 STREET XX Original Plan Submittal Response to Correction Letter DATE: 1 -24 -01 SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Bung Division Ffl Witit 1-26'o Public Works i'tik I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete F Complete El Comments: Approved TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: 911U t lI (WC rn PERMIT ,JORD COPY PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n Approved Approved with Conditions I REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division wl u ZS -vr Permit Coordinator DUE DATE: 1-25 -2001 Not Applicable LI No further Review Required a C DATE: DUE DATE 02- 22-2001 Not Approved (attach comments) F7 DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works REVIEWER'S INITIALS: Approved Y'NNUUII (KM 1,•1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -017 DATE: 1 -24 -01 PROJECT NAME: FERENC ORBAN SITE ADDRESS: 4240 S 122 STREET SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision if _ After Permit Is Issued c Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete FX Comments: W C S k TUES/THURS ROUTING: Please Route ri Structural Review Required CORRECTION DETERMINATION: n n n APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n n DUE DATE: 1 -25 -2001 Not Applicable C elev.40v (p r.+, No further Revie DATE: Require• n Si "MI Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 02-22-2001 DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -017 PROJECT NAME: FERENC ORBAN SITE ADDRESS: 4240 S 122 STREET XX Original Plan Submittal Response to Correction Letter if DATE: 1 -24 -01 SUITE NO: Response to Incomplete Letter II Revision If After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n n n TUES /THURS ROUTING: Please Route Approved ri vxto ax v.i PLAN REVIEW /ROUTING SLIP Fire Prevention 01 Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete I C Structural Review Required REVIEWER'S INITIALS: ., %4 1 �— APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: II Permit Coordinator No further Review Required k DATE: I7- 1 n DUE DATE: 1- 25-2001 Not Applicable F7 Comments: DUE DATE 02- 22-2001 Approved with Conditions Fi Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works uycicoure.ocx REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -017 PROJECT NAME: FERENC ORBAN SITE ADDRESS: 4240 S 122 STREET XX Original Plan Submittal n n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri TUES /THURS ROUTING: Please Route ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: 1 -24 -01 SUITE NO: Response to Incomplete Letter # _ Response to Correction Letter # Revision 1 After Permit Is Issued Fire Prevention n Planning Division Permit Coordinator No further Review Required DATE: - 5)- Not Approved (attach comments) DUE DATE: 1 -25 -2001 Not Applicable n Comments: DUE DATE 02- 22-2001 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE I I DATE: -EV ACTIVITY NUMBER: D01 -017 DATE: 1 -24 -01 PROJECT NAME: FERENC ORBAN SITE ADDRESS: 4240 S 122 STREET SUITE NO: XX Original Plan Submittal ______Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete LI Comments: Please Route PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision it After Permit Is Issued TUES/THURS ROUTING: REVIEWER'S INITIAL- --.';" APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved Approved with Conditions CORRECTION DETERMINATION: Tit0.0011 (*K vn C C Planning Division Permit Coordinator No further Review Required DATE: ni / n C DUE DATE: 1 -25 -2001 Not Applicable LI C DUE DATE 02-22-2001 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: LICENSE DETAIL INFORMATION Form Page 1 of l Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License DOAKHI *092NZ Name DOAK HOMES INC Address 11917 4TH AVE SW Address City SEATTLE State WA Zip 98146 Phone Number 2062466587 Effective Date 8/9/91 Expiration Date 8/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601329337 *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &1 Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form .asp ?License= DOAKHI *092NZ 2/1/01 , • . Z w Jo 0 co o CO W WI la 0 g 5 u. to 3 Z f2 LU uj • 0 O • 52 O I- Ui w U. ra Z • -Y2 0 FIRE EXTINGUISHER "BY OTHERS" 220 VOLT DISCONNECT SUPPUED BY ELEV. MANU. 110 CAB LIGHT DISCONNECT 4 1/2" 9 1/2" (2) 2X10 LAMINATE WOOD SUPPORTS (2) 2X4 WOOD SUPPORTS ON OTHER SIDE 1' -0 1/4" 8 3/4" TO INSIDE FACE OF RAIL BRACKET CC L A I r>! iY7 WALL MOUNTED CONTROLLER 24 "H X24 "WX7 "D FNISHED HOISTWAY PLAN VIEW FOR INSTALLERS USE T Sr WORK SPIN REQUIRED 5' -0" REC. MACHINE ROOM 30' CLEAR mom WORK SPACE RE0IARED WORK SPACE REQUITED SEE 30" CLEAR WIDTH WORK SPACE REWIRED MACHINE ROOM PLAN FOR BUILDERS USE KEY TO RAIL REACTIONS RAIL REACTIONS RI = 153 LBF. R2 = 444 LBF. RAIL REACTIONS DO NOT INCLUDE SAFETY FACTORS. APPUC.ABLE SAFETY FACTORS MUST BE INCLUDED. CONTRACTOR TO CONIRM GUIDE RAIL WALL BRACKET FASTENING METHOD WALL ATTACHMENT PULL -OUT FORCE IS 111 Lbf''PER FASTENER CRDE wALL OR RUED CAKDEIE. BOOM ONE 1/2" x IT OONDETE 220 ,R CONCRETE BUOE THAI -BOLT ICH fit NHADED ROD 4' x 10" WOOD POSTS 0NF -IOU 01160 1/2' THREADED 100 Y x10' 0011161E 0W0 POSTS 1/Y x47 /Y HER IA0 SCREW NOTES 0.0,0 000 10 1/4" 3/4 CLEARANCE HALL STATION WITH "IN USE" AND "CAR HERE ". LIGHTS 2 -3/4° X 5" BOX BY MFG. (6 WIRES 20 GA. MIN) FLUSH -MOUNT ELECTRIC STRIKE INTERLOCKS FOR WOOD JAMB (4 WIRES 20 GA. MIN) DOORS BY OTHERS UGHT WITH G.F.I. DUPLEX RECEPTACLE PUMP UNIT 26" W X 24 3/4" H X 16" D HYD. PRESSURE VALVE HYD. SHUT -OFF VALVE HYDRAULIC LINE HYDRAULIC JACK HOISTWAY, SEE NOTES m� I- I -- - - I 2' 4 1/4 ROUGH OPENING AS REQUIRED BY DOOR MAN. FOR RECOMMENDED 3' -0" MIN. WIDE DOOR SEE NOTE #16 (TYP) 4' -5 FINISHED HOISTWAY e • o rn I W -- 6 3/4" ( ELEVATOR PIT FLOOR MUST RESIST A I DYNAMIC FORCE OF 4000 LBS. 2 "-0 3/4" [W+ BI:TOr� * Tn,l7 PIT SWITCH CABLES ATTACH TO CAR SUNG r TOTAL TEE GUIDE RAIL HEIGHT 1 HOISTWAY ELEVATION t0fr017 JACK PULLEY HEAD 10" DIA PULLEY (2) 3/8" DIA STEEL CABLES CA1= OF WPROWD 3N% 3 1 2•"1 As ti)ILIJ RESIDENTIAL HYDRAULIC ELEVATOR NOTES AND SPECIFICATIONS 1.) ARRANGE FOR POWER SUPPLY TO THE MACHINE ROOM (801H 115 VOLT MO 208/230 VOLT) PRIOR TO DELIVERY OF NE TWIT. PROVIDE LOCKABLE N OPEN POSITION FUSED DISCONNECT SWITCHES OR CROAT BREAKER LOCATED ADJACENT TO THE ELEVATOR CONTROLLER. FUSING MUST. BE SELECTIVELY COOROMMED. FUSE 230 VIET FOR 30 AMP SERVICE. FUSE 115 VOLT FOR 15 AMP SERVICE FOR CAR UGHT. ALL ELECTRICALS 67 OTHERS MUST COMPLY WIN APPLICABLE 000005). THE ELECTRICAL 010001 SHALL BE 30 MP, 208/230 VOLT, SINGLE PHASE, DEDICATED CRCUIT NTH EQUIPMENT ammo. THE OR0IT SHALL TERMNATE THE UNE SIDE 101011NAL LUGS OF THE DISCONNECT. PROVIDE 36' it 30' CLEM WORK SPACE N FRONT O IRE 0SCON1ECT. 1FE ELECTRICAL CROW 6 PROVIDED AND INSTALLED BY OTHERS. DISCONNECT SWITCH TO HAVE AUXILIARY NORMALLY OPEN MARMOT MATCH. INIERL001 EQUAL TO SQUARE 0 EK-300 -2. 2) FELD ELECTRICAL WRING AND OONNEC110N5 TO CAR ODORS, CALL COMMIS. PIT UGHT, PIT WRIT. PD SWITCH. TELEPHONE POWER SUPPLY. AND C 01001 FR ARE TO DE MSTIMLED BY OTHERS (MUST. COMPLY WITH APPIJMBIE CODES). 3.) A COWEMENCE OUTLET. 115 VOLT 15 AMP MU PHASE WITH G.F5 OWL BE LOCATED NEXT TO THE UGH 5X7101 IN THE MACHINE 4.) MACHINE ROOM mac SHALL BE A MNINUM OF TO FOOT ORGIES AT WORIONG SO:FACES. THE SWITCH FOR THE UGHT MUST BE IRMO 18" 0( RE SIRRE SEE OF 11€ SPLHNE R00M DOOR THE LIGHT MUST'. BE QC4°.1001 TO NEVE ! ACCIDENTAL 600010GE 11R CONTACT MTH THE HOT BLAB. THE 5NTCU, 6041, WNW, ND GUARD ARE PROVIDED MID I STFLT.EO 6' OTHERS. 5.) CONTRACTOR TO SUPPLY. AE200E UGH LNG IN HOMINY AND PIT AREA OUIPUDL RECEPTACLE nu G.F.I. TO 00 FELD INSTALLED N HOITWAY. AT 11.E OF INSTALLATION BY COMPACTOR (MUST COIN MTH APPLICABLE CODES) 6.) A TELEPHONE LIRE CREW 6 PROVIDED MD INSTALLED Br ORIELS. INS CNCUO MCAT BE BROUGHT TO THE MIMIC CRCUIR JUNCTION BOX IN T'E MORE ROOM TO THE CONTROLLER IN MOOT AND CONTEC1eu TO Taff MORE UM W 111E CUIORG AS AN EXTENSION OF MI MCOMNG ONE. y.) THE ELEVATOR CONIRO 100 5 24" WEE 1 24" HIGH x r DEEP. 140E 0NIR01ER 6 PROVIDED BY ACCESS N0USTME5, INC AND 6 ATTACHED TO TIE WC-ME LOON NAU.. 010*0 6 A 011OJAe°er' 3S" 1. 30' CLEAR WORK SPACE IN FRONT OF THE CANIROUER. 7606 WORK SPACE 6 PROVIDED Br OTTERS. A r-O• MNl&0 M40IINE ROp1 CLFA ZOM 6 REQUIRED, MEASURED FRDIJ THE LOWEST OBSTRUCTION. 8.) 02436 00 PY -. KIST R< BUILT NI ADOOORN C2 - WITH SEVATOR INAFACTURER AND AA'UCARE MOM AND REGULATIONS. REF. AS''Olke 417.1 slams 101. 104, 16 105. ADEQUATE VENNATON 6 REQUIRED TO MI RAN A TEAPERATURE OF 5O TO 10Y FOR 006UT W 3170 BTU PER HOUR 000 EAIW00116FER TYPE "C" PRONDED BY ODEIN IN MACHINE ROOM. 43 TIE MACHINE R00A ACCESS DOOR MUST BE SELF MASK, SELF 120000, LEY 10020 AND HAVE A SPRING RETURN LA701. CO6LLT LOCAL BORLUMG CODES FOR DOOR c001STROCIION. THE DOOR ND FLAROWARE ARE PROVIDED AND INSTALLED BY OTHERS 10.) A LOW BEARING WALL 6 REWIRED TO SUSTAIN RAE REACTING AS SPECFKD N KEY TO RAE REACTIONS ON 006611 . CONTRACTOR TO CONTACT STRUCTURAL ENGINEER TO DETERMINE F SUPPORTING WALL 3601. SUSTAIN APPLIED RAE 0(4011ONS. 11.) HOSIWA11 C016TRIICII01 AND PIT BY 00005. DUE TO IMOEO SPACE WHIN THE HOISTWAY B 6 ESSEWIML THAT THE PIT 5 LEVEL AND THE WALLS ARE SWARM AND RUMS THROUGHOUT' TIE FM6IWAY. THE HOISTWAY FRAMING MUST BE MIK:N 1/4" OF BEING PLUMB RA SQUARE FROM TOP TO BOTTOM FOR PROPER OPERATION OF THE ELEVATOR THROUGHOUT TIE HIOISHVAY. 12.) HOISTWAY PIT FLOOR SYSTEM SHOULD CONSIST OF AN EIGHT-INCH CONCRETE 0AB POURED ON A NATURAL OR °MIACIED S01. WITH A MINIMUM ALLOWABLE BEARING PRESSURE OF 1.0 I1SF. THE CONCRETES MINNUA COIP1ESSNE STRENGTH AT 28 OATS SHOOLND 0(3000 P50 NUMBER 5 REINFORCUG. STEEL (GRADE 60) MUST 00,6120E AT THE BOTTOM OF THE SLAB N TWO TRANSVERSE DIRECTIONS AND AT A SPACING OF 12 AIDES. REFERENCE ASIDE/ANSI A17.1 SECTION WE 13.) HOISTWAY 01f6000ll04 0(01 10016 MAY VARY ERN STATE TO STATE. 0100X5016 MEN ARE MMUFACTIIFER RBx)MME1AED CLEARANCES. RANCES. THEY REFLECT WRONG MO ACCESS 000661 CRS. CONSULT YOUR LOCAL AUTHORITY TO ASSURE:.. C 664101 CE WITH STATE AND. LOCAL CODES. 14.) HOISTWAY NO WORK'.. ROOM ARE REOUIED TO BE FREE OF ALL RPES, MRNG ND OBSTRUCTIONS NOT RELATED TO THE OPERATION OF TIE ELEVATOR 15.) CLEARANCES. FROM OOOR SILL TO HOGIWAY DOOR AND ELEVATOR CAR DOOR TO FIOKSIWAY DOW ARE 940014 AT. MAXIMUM TO COMPLY WITH ASIDE /ANSI A17.1_ CONSULT YOUR LOCAL INFECTION NRFIONIES FOR CODES MH011 TAY TAKE PRECEDENCE. 16.) RECOM INSTALLING HOISIWAY 0002 0116 MNNAM CLEAR OPENING OF 3' - 0" BY 6' - fr. 17.) DOW ORIOLE AND LATCH'. SET'. MOUNTED FOR ALL FOOL SUE. 170015. 1s 1 SEE INSTNLYI IAT MANUAL . FOR DETAILS ON NIIE%ODIS INTERLOCKS MITRED FOR ALL FULL SZE DOORS. 19. ANY ALTERATIONS TO 160E EQUIPMENT WIRHOUI 160E WRITTEN AUDANDUION OF ELEVATOR IFG. WOE. VOA ALL WARIANOES. 20. ELEVATOR CONI00011R TO PROMOS OIL LEAKAGE RESERVOR 000 A NAIOMUM COMITY OF 5 MANS. 21. FONG.TO BE SUPPORTED . AT EACH JOINT. HORIZONTAL SUPPORTS AT 8 MAX SPACING AND WRIER. POE SE060RIE0 ON A 16' -0" MADUAI SPACING. 22.)) SCHEDULE 80 POE 6 REWRED: NJ. GONGS SHALL COMPLY 0TH 11157 /A9E 61.20.1. B1.20.3 OR 81.20.4. 23.) 41000.0 HOSE SPOIL NOT RE INSTALLED N THE HOISTWAY. FIE1kiE HOSE 6 PERMITTED IN THE MACHINE ROQA, PROVIOEO R HAS A BURSTIG STRENGTH OF 7500 PSI AA SHILL BE PAWED FOR REPLNIMQR 6 YEARS AFTER INSTALLATION. 24.1 ALTHOUGH THE ELEVATOR 5 Ewa; TO MEET ANSI A17.1, LOCAL 'CODES MAY VARY. INSTALLER IS RESPON5BLE FOR COMPLYING CON'. LOCAL. COTES. HYDRAULIC RESIDENTIAL ELEVATOR MECHANICAL EQUIPMENT SIOCTFK11v065 RA1E0 1000: 750 L95 (340 KG) SPEED: AMMAN 36 FRI PIT DEAN: 6 006 M GAN OVQIFAD CLEARANCE: 6'-0" MINNUM TEOMNCAL EQUIPMENT: 1:2 ROPED HYORM0IC SINGLE STAGE CYLINDER WITH LINE RINNRE'. VALVE 2 1/2 HP. susumsso MOOR MTH 2 -SPEED VALVE ASSEMBLY 206/230 VOLT. 60 HZ. 30 AMP SMILE PHASE P00610 SUPPLY 6 1/4 LB TEE WOE RAE SISTER (2) 3/6" DIAMETER WIRE ROPE 000006 &MG ASSEMBLY FORGED ROPE SOCKETS UNFINISHED PLYWOOD FLOOR TELEPHONE JACK (TELEPHONE BY OTTERS) AUTOMATIC CAR AND LANDING COMMIS PROGRFMNABIE LOGIC CONTROLLER REWIRED WITH ME TRACING CABLE 1111740(620 CAR CONTROL BUTTONS MD LAMING CALL alums NM IN USE" mfa Tom FETE" LAMPS FLOW MTH ADJUSTABLE GANG P E S ORTA 000000 TOGGLE LIGHT SWITCH STAINLESS STEEL CONTROL PAEL MANUAL EMERGENCY LOMMM MICE UPPER AND LOWER TERN& LUIS AUTOMATIC 13I- 0REC00N1 LEVELING MANUAL 1E5ET SLACK ROPE SAFETY AND CREEP .DEVICE OPTIONAL EQUIPMENT INCLUDED: BIRCH WOOD VENEER CAR BIRCH WOOD VENEER CEILING BRUSHED STAINLESS STEEL CONTROL PANEL BRUSHED STAINLESS STEEL HALL STATIONS LIGHT OAK ACCORDION DOOR, STAINLESS STEEL RECESSED PHONE BOX FLUSH MOUNT ELECTRIC STRIKE INTERLOCKS FOR WOOD JAMB CAR APPOINTMENTS: STRONG CONTROLS: SAFETY DEVICES: SIGNATURE: CAR TOP. MARY MT SUCH IMAM PRESSURE SWITCH DATA PLATES, CAPACITY TAGS AND ROPE TATS PUMP ,RUIN TILER CAR EMERGENCY Bag THIS DRAWING REFLECTS' OUR INTERPRETATION OF THE INFORMATION THAT YOU THE DEALER PROVIDED ON THIS PRODUCTS' ORDER FORM. THIS INFORMATION IS YOUR RESPONSIBILITY AND IS THE BASIS FROM WHICH THIS CUSTOM. APPLICATION DESIGN; IS DERIVED. PLEASE INDICATE YOUR REQUESTED ACTON BY CHECKING ONE OF THE FOLLOWING BOXES AND SIGNING BELOW TO AUTHORIZE COMPLETION OF THIS ORDER. O APPROVED WITH NO EXCEPTIONS. MANUFACTURE THIS PRODUCT. PER INFORMATION DEPICTED ON THIS DRAWING. APPROVED AS NOTED. • MAKE CHANGES AS NOTED BEFORE MANUFACTURE. NO REAPPROVAL REQUIRED. ® CHANGES AND REAPPROVAL ARE REQUIRED. DO NOT MANUFACTURE THIS PRODUCT UNTIL CHANGES AS SHOWN ON DRAWING ARE CORRECTED. SEND CORRECTED DRAWING FOR REAPPROVAL BEFORE MANUFACTURE. REVISED DRAWINGS REQUIRED. DATE A REVISION APPROVAL DRAWING DRAMNG STATUS Thyssen Elevator This drawing'. is the property of ACCESS INDUSTRIES.. It i s furnished Only for informational purposes on o confideaticd basis, and neither the drawing 01 items thereon are to be reprodtced or used in ony m001001 not authorized in writing by a corporate officer. CUSTOMER JOB or P.041: SCALE: 1/2" =12" BY PRODUCT: INDEPENDENCE DEALER THYSSEN SOUND ELEVATOR FRANK ORBAN ORBAN RESIDENCE ORDER NUMBER 386864 11/16/00 BATE GENERAL NOTE TALL MATERIALS, WOW/ UNSHIP, DESIGN AND CONSTRICTION SHALL CONFORM TO NE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM 21UILDING CODE (1991 EDITION). 1. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING NID BRACING FOR THE STRICTURE AND STRICTURAL COMPONENTS IAJ11L ALL FINAL CONNECTIONS HAVE BEEN COMPLETED M ACCORDANCE WITH THE PLANS. 3. CONTRACTOR SHALL EE RESPONSIBLE FOR ALL RECUIRED SAFETY PRECAUTIONS AND THE METHODS, TEC.461101.1ES, SEQUENCES OR PROCEDURES REGWIIR°_D TO PERFORM HIS WORK 4. ALL NAILING SHALL BE PER UBC TABLE 23- II -B -I UNLESS NOTED OTHERWISE. CODE: UNIFORM BUILDING CODE, M91 LIVE LOADS: FL 50 PSF • 20 PEEF PARTITION FOUNDATIONS: ASSUMED SOIL BEARING • 2000 PNF CONCRETE: f c • 2500 paI FOR FOOTIES, FOUNDATION. MAX SLUMP • 3° PLUS OR MRCS I' MINMM 5 SACKS CEMENT PER 01. YARD MUM AND PLACING O° ALL CONCRETE SHALL BEM ACCORDANCE MTH THE IBC AND ACI CODE N8, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4' 0-44 R ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERUSE cN ARCHITECTURAL DRAWE+S. NEW 2x4 WALL • 16' 0.C. WITH (2) 2x105 • ELEVATOR SUPPORTS SEE PLAN - NEW 2,4 WALL • 16' �— OL. MTN IRE' TYPE X GYP. BD. BOTH SIDES 4 -5' CLEAR ELEVATOR SHAFT CONDUIT FOR HTDRUWLIC LINES 11 11111 IiII— IllI t GRADE BEAM WIN 2 •4 CONT. TIED TO SIDE FM104110N WALLS, � � AND "4 • 18' OL. ®ELEVATOR SECTION ENFORCING STEEL ALL REINFORCETENT SHALL CONFORM TO AVM A66 EXCEPT AS NOTED FOR WELDED MBAR SLAB DOWELS SHALL BE GRADE 40 (f.9 •40,00? pall OTHER RENFORCING SHALL BE GRADE 60 (fy.60000 pall LAP CONTINUOUS RPFORCING BARS 36 BAR DIAMETER N CONCRETE, I' -T' 5515511 UNLESS NOTED OTHERWISE CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REPFOR:EMENT. DETAIL STEEL M ACCORDANCE WITH THE ACT DETAILPIG MANIAC WIRE MESH SHALL CONFORM TO ASTM A•82 OR A -E5. COVER TO REUFORti I TO BE: rOOTIEEE 3 INCHES FORMED SURFACES—LEANER FACE) IR INCHES INTERIOR FACE-3 /4 INCHES EARN FACE. NOES STRICTURAL STEEL: ROLLED STEEL SHAPES SHALL CONFORM TO A51M A -36 (fy • 36, 000 pal). SEWS NOT SPECIFIED SHALL BE VW CONTINUOUS FILLET MINIMUM ALL WELDS TO BE BY WABO. CERTIFIED WELDERS. USE FRESH El0 ELECTRODES. MACHINE BOLTS TO BE A -30t FABRICATION AND ERECTION SHALL BE N ACCORDANCE WI114 AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION FRAMM LUMem BASE DESIGN VALUES: 1x4 511DS MFR 2x10 51UDD5 I.P2 LIMBER NOT NOTED TO BE DF. • OR BETTER ALL GRADES SHALL CONFORM TO LIEPA GRADE RILES FOR WESTERN LU"EER -- -MOST RECENT EDITION. ALL BOLTS HEADS AND NITS SEARING AGANS_ WOOD SHALL BE FRONDED WITH STANDARD CUT MASFER4. ALL WOO N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIIIM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER STEEL HANGERS MPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED ENACT RER UNLESS SHORN. EXTERIOR WALL •4•M ° 00. SET N EPDXY VERIFY EXISTING 8 P AE DATION WALL NO M EXISTING 2nd FLOOR EXISTING St FLOOR CLEAR 4' CONC. SLAB OVER 3 COMPACTED GRAVEL —III III III -III ® ELEVTOR SECTION SCALE: El -0" '.. FILL N EXISTING DOOR OPENING OATH 2x4 STUD WALL • 16' O.C. • I/2" TYPE TO OP. ED. BON' SIDES E UGTING EXTERIOR WALL SECOND FLOOR PLAN SCALE: 1/4' . I' -0' 24' 28' ©GRADE 1 DETAIL l FIRST FLOOR PLAN SCALE: V4° • 1 -0 Permit No E C/ pate .._�1. — p °R: I Li 'AS PIPING I CI OF TUKWILA I f1 QIUIL. N' G DIVISION 1 RECEIVED OW OF TUKWILA JAN 2 H 2LO "I PERMIT CENTER X 01 -Oi n E . • ' 7 - 1 , GO Z ® mN WQ r >U) • z 8 I v W • z d' Z 0 O N Q I N W �) Q d N 0) 111/22/(11 9:47 nm r: \rATI \nnni\ A - 1. rlwn 03 WASHINGTON WPRovEo JAN 3 ? £ail. CNE TREAD DOWN 4' -5° 5:15 FINISH A '3° LOO RELOWI FLOOR AL 0 011 0 00 / _ \7I "MTh \iI1 CD ED 1 � / /\\11 IC— y r 9 9 O O 11 I ir' 1 — i) / V Q t — ii 1 1 1 I — \ 24' 4' / .£-.51 I \ GENERAL NOTE TALL MATERIALS, WOW/ UNSHIP, DESIGN AND CONSTRICTION SHALL CONFORM TO NE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM 21UILDING CODE (1991 EDITION). 1. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING NID BRACING FOR THE STRICTURE AND STRICTURAL COMPONENTS IAJ11L ALL FINAL CONNECTIONS HAVE BEEN COMPLETED M ACCORDANCE WITH THE PLANS. 3. CONTRACTOR SHALL EE RESPONSIBLE FOR ALL RECUIRED SAFETY PRECAUTIONS AND THE METHODS, TEC.461101.1ES, SEQUENCES OR PROCEDURES REGWIIR°_D TO PERFORM HIS WORK 4. ALL NAILING SHALL BE PER UBC TABLE 23- II -B -I UNLESS NOTED OTHERWISE. CODE: UNIFORM BUILDING CODE, M91 LIVE LOADS: FL 50 PSF • 20 PEEF PARTITION FOUNDATIONS: ASSUMED SOIL BEARING • 2000 PNF CONCRETE: f c • 2500 paI FOR FOOTIES, FOUNDATION. MAX SLUMP • 3° PLUS OR MRCS I' MINMM 5 SACKS CEMENT PER 01. YARD MUM AND PLACING O° ALL CONCRETE SHALL BEM ACCORDANCE MTH THE IBC AND ACI CODE N8, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4' 0-44 R ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERUSE cN ARCHITECTURAL DRAWE+S. NEW 2x4 WALL • 16' 0.C. WITH (2) 2x105 • ELEVATOR SUPPORTS SEE PLAN - NEW 2,4 WALL • 16' �— OL. MTN IRE' TYPE X GYP. BD. BOTH SIDES 4 -5' CLEAR ELEVATOR SHAFT CONDUIT FOR HTDRUWLIC LINES 11 11111 IiII— IllI t GRADE BEAM WIN 2 •4 CONT. TIED TO SIDE FM104110N WALLS, � � AND "4 • 18' OL. ®ELEVATOR SECTION ENFORCING STEEL ALL REINFORCETENT SHALL CONFORM TO AVM A66 EXCEPT AS NOTED FOR WELDED MBAR SLAB DOWELS SHALL BE GRADE 40 (f.9 •40,00? pall OTHER RENFORCING SHALL BE GRADE 60 (fy.60000 pall LAP CONTINUOUS RPFORCING BARS 36 BAR DIAMETER N CONCRETE, I' -T' 5515511 UNLESS NOTED OTHERWISE CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REPFOR:EMENT. DETAIL STEEL M ACCORDANCE WITH THE ACT DETAILPIG MANIAC WIRE MESH SHALL CONFORM TO ASTM A•82 OR A -E5. COVER TO REUFORti I TO BE: rOOTIEEE 3 INCHES FORMED SURFACES—LEANER FACE) IR INCHES INTERIOR FACE-3 /4 INCHES EARN FACE. NOES STRICTURAL STEEL: ROLLED STEEL SHAPES SHALL CONFORM TO A51M A -36 (fy • 36, 000 pal). SEWS NOT SPECIFIED SHALL BE VW CONTINUOUS FILLET MINIMUM ALL WELDS TO BE BY WABO. CERTIFIED WELDERS. USE FRESH El0 ELECTRODES. MACHINE BOLTS TO BE A -30t FABRICATION AND ERECTION SHALL BE N ACCORDANCE WI114 AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION FRAMM LUMem BASE DESIGN VALUES: 1x4 511DS MFR 2x10 51UDD5 I.P2 LIMBER NOT NOTED TO BE DF. • OR BETTER ALL GRADES SHALL CONFORM TO LIEPA GRADE RILES FOR WESTERN LU"EER -- -MOST RECENT EDITION. ALL BOLTS HEADS AND NITS SEARING AGANS_ WOOD SHALL BE FRONDED WITH STANDARD CUT MASFER4. ALL WOO N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIIIM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER STEEL HANGERS MPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED ENACT RER UNLESS SHORN. EXTERIOR WALL •4•M ° 00. SET N EPDXY VERIFY EXISTING 8 P AE DATION WALL NO M EXISTING 2nd FLOOR EXISTING St FLOOR CLEAR 4' CONC. SLAB OVER 3 COMPACTED GRAVEL —III III III -III ® ELEVTOR SECTION SCALE: El -0" '.. FILL N EXISTING DOOR OPENING OATH 2x4 STUD WALL • 16' O.C. • I/2" TYPE TO OP. ED. BON' SIDES E UGTING EXTERIOR WALL SECOND FLOOR PLAN SCALE: 1/4' . I' -0' 24' 28' ©GRADE 1 DETAIL l FIRST FLOOR PLAN SCALE: V4° • 1 -0 Permit No E C/ pate .._�1. — p °R: I Li 'AS PIPING I CI OF TUKWILA I f1 QIUIL. N' G DIVISION 1 RECEIVED OW OF TUKWILA JAN 2 H 2LO "I PERMIT CENTER X 01 -Oi n E . • ' 7 - 1 , GO Z ® mN WQ r >U) • z 8 I v W • z d' Z 0 O N Q I N W �) Q d N 0) 111/22/(11 9:47 nm r: \rATI \nnni\ A - 1. rlwn 03 WASHINGTON WPRovEo JAN 3 ? £ail. CNE TREAD DOWN 4' -5° 5:15 FINISH A LOO RELOWI FLOOR AL I _ \7I "MTh \iI1 1 � / /\\11 11 I ir' 1 — i) / V Q 24' 4' / ` GENERAL NOTE TALL MATERIALS, WOW/ UNSHIP, DESIGN AND CONSTRICTION SHALL CONFORM TO NE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM 21UILDING CODE (1991 EDITION). 1. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING NID BRACING FOR THE STRICTURE AND STRICTURAL COMPONENTS IAJ11L ALL FINAL CONNECTIONS HAVE BEEN COMPLETED M ACCORDANCE WITH THE PLANS. 3. CONTRACTOR SHALL EE RESPONSIBLE FOR ALL RECUIRED SAFETY PRECAUTIONS AND THE METHODS, TEC.461101.1ES, SEQUENCES OR PROCEDURES REGWIIR°_D TO PERFORM HIS WORK 4. ALL NAILING SHALL BE PER UBC TABLE 23- II -B -I UNLESS NOTED OTHERWISE. CODE: UNIFORM BUILDING CODE, M91 LIVE LOADS: FL 50 PSF • 20 PEEF PARTITION FOUNDATIONS: ASSUMED SOIL BEARING • 2000 PNF CONCRETE: f c • 2500 paI FOR FOOTIES, FOUNDATION. MAX SLUMP • 3° PLUS OR MRCS I' MINMM 5 SACKS CEMENT PER 01. YARD MUM AND PLACING O° ALL CONCRETE SHALL BEM ACCORDANCE MTH THE IBC AND ACI CODE N8, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4' 0-44 R ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERUSE cN ARCHITECTURAL DRAWE+S. NEW 2x4 WALL • 16' 0.C. WITH (2) 2x105 • ELEVATOR SUPPORTS SEE PLAN - NEW 2,4 WALL • 16' �— OL. MTN IRE' TYPE X GYP. BD. BOTH SIDES 4 -5' CLEAR ELEVATOR SHAFT CONDUIT FOR HTDRUWLIC LINES 11 11111 IiII— IllI t GRADE BEAM WIN 2 •4 CONT. TIED TO SIDE FM104110N WALLS, � � AND "4 • 18' OL. ®ELEVATOR SECTION ENFORCING STEEL ALL REINFORCETENT SHALL CONFORM TO AVM A66 EXCEPT AS NOTED FOR WELDED MBAR SLAB DOWELS SHALL BE GRADE 40 (f.9 •40,00? pall OTHER RENFORCING SHALL BE GRADE 60 (fy.60000 pall LAP CONTINUOUS RPFORCING BARS 36 BAR DIAMETER N CONCRETE, I' -T' 5515511 UNLESS NOTED OTHERWISE CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REPFOR:EMENT. DETAIL STEEL M ACCORDANCE WITH THE ACT DETAILPIG MANIAC WIRE MESH SHALL CONFORM TO ASTM A•82 OR A -E5. COVER TO REUFORti I TO BE: rOOTIEEE 3 INCHES FORMED SURFACES—LEANER FACE) IR INCHES INTERIOR FACE-3 /4 INCHES EARN FACE. NOES STRICTURAL STEEL: ROLLED STEEL SHAPES SHALL CONFORM TO A51M A -36 (fy • 36, 000 pal). SEWS NOT SPECIFIED SHALL BE VW CONTINUOUS FILLET MINIMUM ALL WELDS TO BE BY WABO. CERTIFIED WELDERS. USE FRESH El0 ELECTRODES. MACHINE BOLTS TO BE A -30t FABRICATION AND ERECTION SHALL BE N ACCORDANCE WI114 AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION FRAMM LUMem BASE DESIGN VALUES: 1x4 511DS MFR 2x10 51UDD5 I.P2 LIMBER NOT NOTED TO BE DF. • OR BETTER ALL GRADES SHALL CONFORM TO LIEPA GRADE RILES FOR WESTERN LU"EER -- -MOST RECENT EDITION. ALL BOLTS HEADS AND NITS SEARING AGANS_ WOOD SHALL BE FRONDED WITH STANDARD CUT MASFER4. ALL WOO N CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIIIM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER STEEL HANGERS MPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED ENACT RER UNLESS SHORN. EXTERIOR WALL •4•M ° 00. SET N EPDXY VERIFY EXISTING 8 P AE DATION WALL NO M EXISTING 2nd FLOOR EXISTING St FLOOR CLEAR 4' CONC. SLAB OVER 3 COMPACTED GRAVEL —III III III -III ® ELEVTOR SECTION SCALE: El -0" '.. FILL N EXISTING DOOR OPENING OATH 2x4 STUD WALL • 16' O.C. • I/2" TYPE TO OP. ED. BON' SIDES E UGTING EXTERIOR WALL SECOND FLOOR PLAN SCALE: 1/4' . I' -0' 24' 28' ©GRADE 1 DETAIL l FIRST FLOOR PLAN SCALE: V4° • 1 -0 Permit No E C/ pate .._�1. — p °R: I Li 'AS PIPING I CI OF TUKWILA I f1 QIUIL. N' G DIVISION 1 RECEIVED OW OF TUKWILA JAN 2 H 2LO "I PERMIT CENTER X 01 -Oi n E . • ' 7 - 1 , GO Z ® mN WQ r >U) • z 8 I v W • z d' Z 0 O N Q I N W �) Q d N 0) 111/22/(11 9:47 nm r: \rATI \nnni\ A - 1. rlwn 03 WASHINGTON