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HomeMy WebLinkAboutPermit D02-157 - MUSTAFA MUJUDZA RESIDENCE - ADDITION, GARAGE AND COVERED DECKMUJUDZA RESIDENCE 4456 S 164 ST EXPIRED 02 -19 -06 D02-157 p City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 5379800545 Permit Number: D02 -157 Address: 4456 S 164 ST TUKW Issue Date: 07/25/2002 Suite No: Permit Expires On: 05/11/2003 Tenant: Name: MUSTAFA MUJUDZA RESIDENCE Address: 4456 S 164 ST, TUKWILA, WA Owner: Name: BROWN NANCY K Address: GATH FREDERICK J, 4456 SO 164TH Contact Person: N Name: AHMET OZEGOVIC Address: , Contractor: Size (Inches): 0 Name: LILY CONSTRUCTION Address: 23011 75TH PL W, EDMONDS, WA Contractor License No: LILYC * *042M2 Phone: Phone: 425 478 -8045 Phone: Expiration Date: 09/19/2003 DESCRIPTION OF WORK: CONSTRUCTION OF AN ADDITION TO A SINGLE FAMILY RESIDENCE CONSISTING OF 974 SQ FT LIVING SPACE, 1000 SQ FT ATTACHED GARAGE AND 78 SQ FT COVERED DECK AREA. Value of Construction: $115,183.68 Fees Collected: $1,424.74 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** doc: Devperm D02 -157 Printed: 01 -28 -2003 • !p City of Tukwila i Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: t -ZIF-03 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: rQe�'���� Q--] ���15Z Date: O f 0 ©� 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. doc: Devperm D02 -157 Printed: 01 -28 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 5379800545 Permit Number: D02 -157 Address: 4456 S 164 ST TUKW Status: ISSUED Suite No: Applied Date: 06/10/2002 Tenant: MUSTAFA MUJUDZA RESIDENCE Issue Date: 07/25/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. doc: Conditions D02 -157 Printed: 07 -25 -2002 City of Tukwila � Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Signature: Print Name: Date: e 7 ^ �1-7 d Z doc: Conditions D02 -157 Printed: 07 -25 -2002 AA, CITY OF TI MLA ' Permit Center ProfectaNumber: 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit Number. 5711 Single–Family Residential 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. Project NamefTenant: Value of Construction: Site Address:`` City State /Zip: Tax Parcel Num er: O� Property Owner:,l ,r� Phone: v v � Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: /' City State/ Zip: Fax #: Engineer: Phone: H Street Address: City State /Zip. vI Dlrti('V6 &;4 l Fax #: Contact Person- Phon [Street Address: City St ate/Zip: Fax #: Description of work to be done: �/ AnOl71eAl df &v 7 8;5q57 C`�3 Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' MRemodel /Addition to Accessory Structure ❑ Garage(s) Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 49 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: q. ft. Dwelling sq. ft. Covered Deck(s) _sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) _ZaQ�2_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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL'PLAN.REVIEW OF THE FOLLOWING: Additional reviews shall be determined by the Public. Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered 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. Date application accepted. Date application expires: Application taken by: (initials) (V "10 -0Z 1 010-62 ao_�, SFPERMIT.DOC 2113197 DRAWINGS PREPARED BY AMEGISTERED ARCHITECT OR PROFRSIONAL 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 ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). 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) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ L`� Site 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 Green /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 ❑ ,L�y,/ Floor plan ❑ L�J Roof plan ❑ Building elevations (all views) ❑ 0� Building height ❑ 0' Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ 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. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ 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,owneG registered_architecf /engineer; =or contractor licensed by the State W Washington a notarized letter fromthe property owrier 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. BUIL OR AUTbORIZED AGENT: Sign u e: Date: Print na . phone: .,: Z Z Fax #: L Address:.�� C i t /zi : SFPERMIT.DOC 2113197 1 v ISO city of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5379800545 Permit Number: D02 -157 Address: 4456 S 164 ST TUKW Status: ISSUED Suite No: Applied Date: 06/10/2002 Applicant: MUSTAFA MUJUDZA RESIDENCE Issue Date: 07/2512002 Receipt No.: R05 -00279 Payment Amount: 47.00 Initials: BLH Payment Date: 02/23/2005 01:46 PM User ID: ADMIN Balance: $0.00 Payee: MASTAFA MUJUDZA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 47.00 Total: 47.00 0186 02/23 9716 TOTAL doc: Receipt 47-00 Printed: 02 -23 -2005 p City of Tukwila � 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5379800545 Permit Number: X02 -157 Address: 4456 S 164 ST TUKW Status: ISSUED Suite No: Applied Date: 06/10/2002 Applicant: MUSTAFA MUJUDZA RESIDENCE Issue Date: 07/25/2002 Receipt No.: R03 -00092 Payment Amount: 367.29 Initials: BLH Payment Date: 01/28/2003 01:15 PM User ID: ADMIN Balance: $0.00 Payee: AMIRA MUJDZA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 980 367.29 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 222.60 PLAN CHECK - RES 000/345.830 144.69 Total: 367.29 2,948 01/28 9716 TOTAL doc: Receipt 367.,1, Printed: 01 -28 -2003 1 �. ftas `City of Tukwila ila � 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379800545 Address: 4456 S 164 ST TUKW Suite No: Applicant: MUSTAFA MUJUDZA RESIDENCE RECEIPT Permit Number: D02 -157 Status: PENDING Applied Date: 06/10/2002 Issue Date: Receipt No.: R020000765 Payment Amount: 1,424.74 Initials: KAS Payment Date: 06/10/2002 03:25 PM User ID: 1684 Balance: $0.00 Payee: MUSTAFA MUJDZA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2041 1,424.74 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 860.75 PLAN CHECK - RES 000/345.830 559.49 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,424.74 36/13 1716 TOTAL i 1 24,,74 doc: Receipt Printed: 06 -10 -2002 C INSPECTION RECORD I L� I Retain a copy with permit 02— S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: S I Lcl�. Type of Ins ction: • Address: 4J _5 !!``ll �l' f Date Called �2 ICE . Special Instructions: Date Want d: a.m. Z lus m. Request r, oci 39 -- 3 57 FlApproved per applicable codes. NCCorrections required prior to approval. COMMENTS: lAf CQ /> /o ri� 2 ra 6 7Z!eA/, CC- 06 4/� �w f�✓'` - 2 3 - ;$58.00 REINSPECTION FEE REQUUfED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: F e� I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT O CITY OF TUKWILA BUILDING DIVISION f 300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)437=3670 Project: Type of Inspection: � J Ad ress: Date Called: 2--Z:5-C)5- V Special Instructions: Date Wanted: a.m. -25 -as p.m. Requester: LA Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r mspec M r: x$58.00 REINSPECTION FE1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: INSPECTION RECORD (� Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #106,'Tdkwila, WA 98188 (206 431 70 Pr , ct: Type,of Inspection: M14'1 Id ZQ Ad r Date aql d: Special Instructions: Date Wanted: SMI S� OL Requester: Phone N//o:: c� Old OS ^ proved per applicable codes Corrections required prior to approval. COM M EFTS: E = riZ �N-b Ale? T- /),>/6 TO for to inspection, fee must be Call to schedule reinspection. :]INSPECTION RECORD Retain a copy with permit - 15-) INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -367( 0 Project: M2JS W'9 r Type of I pection: �s , /,ti !AJ Aq41 5 6 S /0- Date Called: -3 -zG- o j Special Instructions: Date Wanted: a.m. - e2S'QL p.m. Requeg er: Phone No: �-16 6 -.22,112- s �•�� Approved per applicable codes. Corrections required prior to approval. COMMENTS: pt No.: for to inspection, fee must be Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)431 -3670 Project: Type of Insp ctj1V o Addre s: Date Called: I C) te Sp ial Instruc ions: Date Wanted: ME G p.m. Requester: � Requester .SL Phone No: 73 Approved per applicable codes. ❑ Corrections required prior to approval. S:J INSPECTION RECORD Retain a copy with permit INSPECTION NO. -Jr PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila, WA 98188 (206)431 -3670 Pr t: LL �^ i STA il Cf Z9 Type of Inspection: 6 % A Zj vA/ Address: _ Date _Sal -1- 41 a y/ Special Instructions: Date Wanted: a. m. 7? Jag Lo c p.m. Requr -]W; 5 .+9 Phone No: 906 —A-yz- 973 Approved per applicable codes. ❑ Corrections required prior to approval. INSPECTION RECORD r Retain a copy with permit t INSPEClJ�ION N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prolect:L4 Type of�lnspaecM f i:v _AA Addr ( 1 � 1 5� Date Called: 1O 03 Special Instructions: Date Wanted: /O /,D 0� 1 Requester: , r l UII� Phone : 0 � �� - Approved per applicable codes. I`lCl Corrections required prior to approval. • 7/4, JL .� L0-1a $47.00 REINSPtCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: Date: k :JINSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431 -3670 Pro ect: U 5 C( CCU UC ZCi Typ of Inspection: VrQ fr Con Addrgss: S I C qLao Date Calle 0 Special Instructions: Date Wa t d: RequesteAMCT _ Phone No Approved per applicable codes. Corrections required prior to approval. `J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: INSPECTION, RECORD it Re6in a copy with permz 45 INSPECTION NO. RMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188-- (206)431-3670 � Project* TyW of InspeStion- ress: Date called: | ' cc .`� ' ' |�� | � Approved per applicable codes. 4MENT6 = �� - L_] [o,recdons required prior mapproval. Inspector Date: F—] $47.�OV,1�4SLPECTIION VREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: "717 INSPECTION RECORD J Retain a co with permit INSPECT N No. copy PERMIT go CITY OF TUKWILA BUILDING DIVISION "(j 6300 Southcenter Blvd., #100'; Tukwila, WA 98188 (206)431 -3670 Pr jest: � /Vj us < {� T e- ouln5ple�` ion: �ll Ad ress: L Sly 5 /(� f Date C lied- - `7 -O Special Instructions: _ Date Wanted : a. m. - 8- o Requester: L1 L Pho No:�_ ❑ Approved per applicable codes. Oc- COMMENTS: orrections required prior to approval. c r I & Fi ` w paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fT Structural Calculations (Lateral Only) Client: Lily Construction Project: Mustafa Mujdza Redisnece Addition Location: 4456 164th St. Tukwilla, WA WE File #: 02009 Date: 3/25/02 ^rr , "U .1 F wnsy`� J � tC�O CITY OFEIVED h ILA TUKW JUN 10 2002 9568 PERMIT CENTER s <eNALE" . EXPIRES 06108/ (� Boa - 115 � WANG ENGINEERING, INC. 14735 168th Ave. NE Woodinville, WA 98072 TEL:(425)489 -0927 FAX:(425)489 -0927 This calcs is not valid unless signed and sealed. WANG ENGINEERING JOB NO. 0262 PAGE OF CONSULTING ENGINEERS DATE' �� Z BY ^ ��°� CHECKED BY PROJECT &d A4W d 1 r TEL:(425)489 -=7 FAX:(425)489 -0927 SUBJECT . Lt it la' 0 I ! I I i _..�... ».. » ._:..._..... »........ _._ ...._ �_� . _. ........ ..._..1.......x......1.......1 » ...» ......1._ ».....�. --- i - - •. - __ .. ... ._ ... _. ... ,. .. .. ... ... ..... i....... ....... 1........ EI........ ........ i....... a....... ........ ... ... ... ... ..... - -•• •• ......... »..a. ».... .....1. -- - I..._ . i.._..�.. / { _ . a_ ................. __..... ... . - i t i i s.... ... .. .. ... s ... ........ ..�. "!:�� . ..... ........�.... ..... �........f..... 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I ........ i ........ i ........ L ........ i....... ., ........ i ........ L ........ i ........ , ........ i........ ........1........ ................. i.........i........i........ ....... ....... i....... ....... ........i STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE 97. AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS: SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 80 MPH, EXPOSURE B SEISMIC ZONE 3, So SOIL PROFILE FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) CONCRETE: CONCRETE TO ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF 2,500 PSI, USING TYPE 1 CEMENT, AT LEAST 5 % SACKS PER CUBIC YARD. MAXIMUM SLUMP IS 4 ". MAXIMUM AGGREGATE SIZE IS I '/, ". REINFORCING : ALL BAR REINFORCING TO CONFORM TO ASTM A615, .GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185. ALL HORIZONTAL REINFORCING TO 135 CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING T-O" EACH DIRECTION OR BY LAPPING REINFORCING T-O" AROUND CORNER. .. . WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES, ETC., IS .PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE FOLLOWING MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2 #5 BARS AND SMALLER 1 1/2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS 3/4" ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A -307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5/8" DIAMETER J BOLTS W/2 "x2 "x3/16" PLATE WASHERS, 7" MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN 60C, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILS: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. 42 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2. FOR BEAMS, AND #1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PRE- ENGWEERED STRUCTURAL LUMBERS : ALL ENGINEERED LUMBERS SHALL MEET OR EXCEED Fb =2,900 PSI, Fv = 285 PSI, Fell = 2,900 PSI, Fc1 =, 650 PSI, AND E= 2.OE, UNO. PRE- FABRICATED ROOF TRUSSES : TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF FLOOR AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. SHEATHINGS. (2) ROOF SHEATHING TO BE 1/2 INCH CDX, SPAN RATING 32/16. FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T &G PLYWOOD CDX, SPAN RATING 48/24.. EXTERIOR WALL SHEATHING TO BE 1/2 INCH CDX PLYWOOD, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS WITH 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (5) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. HARDWARE : ALL HARDWARE SHALL BE MANUFACTURED BY SITAPSON STRONG -TIE, UNO. TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS -TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16 " OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 STUDS @ 16" OC MAX. FOR INTERIOR WALLS, UNO. (4) WALLS, EXCEPT PARTITION WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN- LENGTH W/ 16d NAILS @3" OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 BF #2 MINIMUM W/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4' OR LESS, AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2)STUDS. SPIKE LAMINATED COLUMNS TOGETHER W/ 16d NAILS @ 12" OC MAX. CONSTRUCTION NOTES : (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMTI"IED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SIT AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTTTIES OR PERSONS AT THE PROJECT SITE. WANG ENGINEERING, INC. SW- SCHI.SAM 3/02 BY: DATE: TEL: (425)489 -0927 FAX: (425)489 -0927 CHK: DATE: PROJECT: SHT. NO. JOB NO.: SHEAR WALL SCHEDULE (NOTES 1& 2 ) MARK SHEATHING NAILING BLK'G OR JOIST TO BOTTOM PLATE TO ANCHOR BOLTS ALLOWABLE (NOTE S 3 & 5) TOP PLATE BLK'G OR JOIST (TO CONCRETE SHEAR (NOTES 4 & 5) (NOTE 5) FTO., NOTE 9) PLF PI-6 3/8" MIN 8d @ 6" OC A35 @ 22" OC 16d @ 6" OC 5/8 " (D @ 4' OC 213 P1-4 3/8" MIN 8d @ 4" OC OR 15 GA A35 @ 14" OC 16d @ 4" OC 5/8 " Q> @ 3' OC 312 STAPLE @2.5" PI-3 3/8" MIN 8d @ 3" OC A35 @ 10" OC 16d @ 3" OC 5/8" (D @ 3'4" OC 402 (NOTE 8) P1 -2 3/8" MIN 8d @ 2" OC A35 @ 8" OC 16d @ 2" OC 5/8" (D @ 2'-6" OC 525 (NOTE 8) P2 -3 3/8" MIN, 8d @ 3" OC A23 @ 6" OC 2 ROWS 16d @ 3" OC 5/8" (D @ 1' -8" OC 804 EACH FACE (SEE SECTION) (NOTE 8) G2 -7 1/2 "GWB EACH FACE 5d COOLER @ 7" OC A35 @ 22" OC 16d @ 6" OC 5/8 " (D @ 6' OC 200 / WIND. 100/SEISMIC UNBLOCKED (NOTE 6) G24 1/2" GWB EACH FACE 5d COOLER @ 4" OC A35 @ 18" OC 16d @ 5" OC 5/8 " cD @ 6' OC 250 / WIND 125 / SEISMIC UNBLOCKED (NOTE 6) PI-6S 7/16" MIN 15 GA STAPLE @ 6" A35 @ 30' OC 16d @ 8" OC 5/8 "<D @ 6' OC 156 P2 -2 3/8" MIN, 8d @ 2" OC A 23@ 5" OC 2 ROWS 16d @ 2" OC 5/8" N @ F -3" OC 1050 NOTE l l EACH FACE (SEE SECTION) (NOTE 8) HORIZONTAL DIAPHRAGM SCHEDULE (NOTES I & 7) 8d @ 6" ,+ D $'/1 (C4j & 197 (CASE 1, UNBLOCKED) 1 15/32" MIN (NOTE 3) L u N D 148 (CASE 2, THRU 6, UNBLOCKED) 10d 6" 234 (CASE 1, UNBLOCKED) II 19/32" MIN (NOTF.T3 &10) 176 (CASE 2, THRU 6, UNBLOCKED) III 15132" MIN 8d 4" (NOW; 95 (BLOCKED) IV 19132" MIN 10d @ 4" (NOTES 3 &10) 349 (BLOCKED) V �s /3Z MIA ki 8cac [ED NOTES: F 1. ALL PANEL SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR SPRUCE - PINE -FIR, OR BETTER, @16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS, U.N.O. 6. APPLY TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 7. SEE UBC TABLE 23 -II -H FOR CASES. 8. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 9. W /2 "x2 "x3/16" PLATE WASHER TO EACH ANCHOR BOLT 10. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 11. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 12. NAIL CAPACITIES: 16d = 162 LB, 16d TOE = 135 LB; 5/8" 0 A.B. CAPACITIES: Z= 1051 LB IN 1 1/2" PLATE, Z =1383 LB IN 3" PLATE; 16d TO BOTTOM PLATE OR JOIST Z= 104 LB (1.25" MIN. PENETRATION) WANG ENGINEERING, INC. PROJECT: JOB NO.:, Tel/Fax: (425)489-0927 �13Y:_ DATE: -- i C El K: DATE: SHT. NO. PC—P— PtAl PE 0 Ai C7 � DE Ki ors 4, x 6 44 IV t, LA' -CTIOd WANG ENGINEERING, INC. PROJECT: JOB NO.: M rL M N 2 a35 a 9 "04 4 4elib' (3) V 4. ALT gooK- , TeUFax: (425)489 -0927 BY:_ CHK: SAC T10 d _ DATE: BATE: SHT. NO. 4x 14 H (eJ HEADcP,. TO eh1U) 0., - k1/444 . (1)4x6 � z) z X4 7'Y P. �0P, (Z) L H TT 16 off. PI PA HD 2' To et'J� prc-t ; o r r/ G ( �l l b8 THKEAD & D ko z rt'� K 7 ".DR I LLE D H 04,E - w/!;/mpoom C - -�ox y ) TO axis rc� AS. 4 A - h NANG ENGINEERING, INC. 'ROJECT: OB NO.: 3 1 Sl- tE-A-4 PU - PLAnJ TeUFax: (425)489 -0927 BY: DATE: CHK: DATE: SHT. NO. Exrs.r� i i -A, soL T , PEk scrrE.�U L� 6 gorie -7 EXt5Tti_CC/JC, SLJ9.FACG TIrp DOW& (AJTD i5vSr6 teT .4 I 5xt5T FTC,. i Nll. 0 I WANG ENGINEERING, INC. TeUFax: (425)489 -0927 BY: DATE: CIIK: DATE: PROJECT: JOB NO.: SHT. CVO. Njr-4 4ALL C;KjzT�y WALL ok FTCi. OR. FrG-r C4�1 G. S U�P'AC� (Mrs 3 �ESa J CoNmi✓CTIO •),3ET s `'T kdAC-L C C FTC tta DPIWL.ED HOL& 1 TO Q&W UlfC cPoxY 7i4"Mr>J C 3 T-1 r- ex!ssr 6 xlgct, 6 FTcS, 1 To it vj ON e ) L L oR �TOr . COMMCK r1 or' O&W. SLAB cxr S rG '5LA5. C-XN5T r rC-► tF cccA4 E-x rs T- c; �Y. I c'o�c• �okf-A 4" _ Mr�l I i I #¢x t5 "�tn1. @t6 "o.c. �MD VE C-X 1 STG cc-A e-Z o j' Slit r>, .S & r FiC7 ro TH►s L&V&L. Up, LD 16 -- srMPSOk1 ..Scrr i!-:PaX Y. SL�•� C ©�i�1cCTlbr� 4 I SccrroM . !I WANG ENGINEERING, INC. TeUFav (425)489-0927 B V. DA'L'E: D AT El 1PROJECT: SLIT. NO. 'JOB NO. [� c� (:� 4- ;/ 0. C; (,57g6? 67ekeD ) ,SOLID.SLK (ST e EN Hoy-oc)W4 To a MATct-t Napo "d -2 ,5TJL* X4.80 VC- ku ► SH6Aie iw,/,4L-L CLakcMsT bioLDOW&A Utz SM, D J TgAP AT 5H bk HEADEk BEAM OR q&ADER- JlM 6TH zz s I .- S E7C Tt 6 /d i WANG ENGINEERING, INC. PROJECT: JOB NO.: .Sf- -AR, v /ALL C S, KI PEP, rpt- All�. Tl&00W4 STP.AP Pe-R, li 1 z m i m P' Pmt C-� � ILJ� fed 7Q_ �i TcUFax: (425)489 -0927 BY: DATE: CHK: DATE: SLIT. NO. sEr CT(0 p Ti r 0I.. z"�' f-4. J Is r P� t•'C.,arl. SOLID sLK-6 -7 (? HOCD044 M MAMA' H NOLDOi --1 /J 5-(05 A,8 v VE , T-YF' . - c 'p—>L KC-7 s''o.c- art 3 . tar - 6 tod TOe�JAIL rO . — C.l A 34 PI ip 0.- @ GA. END sEr CT(0 \ �I Ti r 0I.. z"�' f-4. J Is r P� t•'C.,arl. - c z �." �. . tar - 6 5. — C.l ''ca.c PI ip 0.- sEr CT(0 WANG ENGINEERING, INC. Tel/Fax: (425)489-0927 BY: DATE: Cffl(: DATE( PROJECT: JOB NO.: S11T. iNO. - q e Paz C� L "o, c,: 11� I - 2 S. tot s T P-,4 P pe-K BLVr--? > ;40tick>jl� PLAN TO MA TCH HO Lit Op4jAj '5 Tia-S Ti PE?�- 6 d Tor-rJAIL 51mp'not,3 A35 6-6WA L LC-MC-iTH. -SE-C T(Ob1 WANG ENGINEERING, INC. TeUFax: (425)489 -0927 BY: DATE: PROJECT: CHIC: DATE: JOB NO.: SHT. NO. ME tfCXD ova t .STAP ryp TYP. S aA Tt-t1 p .SHE-A WALL 0pl� tJo,--� r ,5H&Ak „ PIAU .Fj'- -9, RAf,.,) . C.L.: EQUAL. 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OC A"@ IQ- OC 164 ® 3" CC S /8' m 3-4- OC 402 (NOTE S) PI-2 L8' MIN 8d (D2" OC A)5@ B" OC 16d ® 2' OC 5/8" 0 2'.6" OC 523 (NOTE S) P2.3 3116 1d 3" OC A23 ®6w OC p 2 R(SEE88P 318" O ®1'-8" OC 804 ! EACi1 FACE 03;OC (NOTES) 02.7 EACH FACE 7" OC A35 ® 32" OC L6d ® 6' OC 5/8 ' co @ 6' OC 200 / WIND UNBLOCKED (Non 6) 100 / SEISMIC 03.4 1/2 "4W8 EACH PAC$ SdCOOLBRa 4' OC A35 ® I S' OC 16d ® S' OC V11% 006-0c 250 / WIND, UNBLOCKED (NOTB6 12S /SEISMIC LAPLE P1 -63 7/16" M3N ST ® 6" A35@ 30' OC 16d 8" OC 518 ' 0 ® 6' OC 156 P2.2 3/8' mw . 8d @ 2' OC A13@ S" OC 9 ROWS 16d @ 2" OC SIB" 0 ® Y.9" oC 1050 NOTE 11 EACH FACE SEES ON (NOTE 8 HORIZONTAL DIAPHRAGM SCHEDULE (NorTE» 1 k 7) 4-reps. 8d Q 6' &+9 1 Cwr 197 (CASE I, UNBLOCKED) j 13/32" MIN (NO 3) 148 (CASE 2, THRU 6, UNBLOCKED) 10d 6' 234 CASE 1, UNBLOCKED) 176 2, THRU 6, UNBLOCKED) 11 If/321 MIN (NO8 3A10) (CASE Ill 13/!2" MIN (NOTE 3) 295 (BLACKED) 104 IV 19/12- MIN TU 3a 10) 349 (BLOCKED) i V I�I9i Kea d Z o) NOTES: 1. ALL PANEL SHALL BE APA RATED PLYWOOD OR O.S.B,. UNLESS NOTED OTHERWISE (U.N,O,), 2. FRAMING SPUDS SHALL BE 2s HEM FIR. SPRUCE.PINg.PM Oft BETTEI, (&16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED ( WITH 2" NOMINAL OR WIDER FRAMING. U.M.O. 1. APPLY TO ALL PANEL EDOLER SPACE SAME, SIZE NAILS ®12' OC ALONG INTERMEDIATE FRAMINO MEMBERS. 4. PER SIMPSON MONO -TIE CONNECTORS, 3, COMMON NAILS, UN.O, 6. APPLY TO ALL STUDS, TOP AND BOTTOM PLATES. AND BLOCKING. 7. SEE LMC TABLE 93.11 -H FOR CASES, A. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE A FRAMING MEMBERS RECEI VING NAILING FROM ABuTTTNO PANELS. 9. W/21192413/16' PLATE WASHUT'O EACH ANCHOR BOLT I 10. STAO0$R NABS ALONG ADJOINING PANEL WOES, ` 11. PANEL JOUM SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE s[A00ERED. 12. NAIL CAPACITIES, 16d - 162 LB, 16d TOE - 133 L.B,. 51$** A.B. CAPACI'I IF.S; Z- lost L13 IN i 0" PLATE, Z -1381 LB IN 3" PLATE; 16a TO 60 rMM PLATE OR JOUST Z-104 L 3 (1,23" MIN. PENETRATION) 13, )94 4604T3, SL09% 5144LL SE AF 6 Ad Aerrig.. it C, SHA1, Z Olt- wag A—' S'TRUCT L QE--NE ML NOTES CONSTRUCT[OY: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE UNIFORM BUILDIIO CODE 97 AS AMENDED BY THE LOCAL 6UA.DIN0 DEPARTMENT. . DES NODS : SNOW 25 PSF FLOOR LIVE LOAD 40 PSF DECIL LIB LOAD 40 PSF BALCONY UVE LOAD 60 PSF WIND 80 MPH, EXPOSURE B SEISMIC ZONE 3, So SOIL PROFZX FOUNDATIONS: (1) FOUNDATIONS TO HE PLACED ON FIRM UNDISTURBED EARTK AT LEAST l8" BELOW ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) CONCRETE : CONCRETE TO ATTAIN A MDAY COMPRESSIVE STRENGTH OF 2,$00 PSI, USING TYPE 1 CEMD4T, AT LEAST 5 '!, SACKS PER CUBIC YARD. MAX MUM SLUMP IS 4 ". MA)UMUM AGGREGATE SIU IS 1 % ". 2CM : ALL BAR REINFORCING TO CONFORM TO AS'TM A6I5,.GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A1SS. ALL HORIZONTAL REINFORCING TO BE;CONTINUOUS AT CORNERS AND INTERSECTIONS PY U9E.OF CORNER BARS LAPPING 2' -0' EACH DMACM014 OR BY LAPpN0 REINFORCING 2'-0" AROLMD CORNER. WELDING OR TACK W=D* OF REINFORCING BARS TO OTHER BARS OR PLATES, B%c., Is.PR4i�Tf>rD LOtC)}.bI WHO SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCINO STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF MWORCEMMIT SHALL BE AS INDICATED ON THE DWG3. THE FOLLOWING MIN>?r U CONCRETE PROTECTION FOR REINFORCMARNT SHALL BE PROVIDED: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" WOSED TO EARTH OR WEATHER: 16 BARS AND LARGER 2" OS 14AS AND SMALLER T 112" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS 3/4" ANCHOR BOLTS: ALL BOLTS TO CONFORM TO ASTM A "307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHAU. BE 518' D1AME"TER 3 BOLTS W/2'x2'x3 /16" PLATE WASHERS, 7' MINIMUM EMBEDDED iN CONCRETE, AND PLACED AT NO MORE THAN 6' OC. UNLESS NOTED OTHERWME (UNO), ONE BOLT SHALL BE PLACED WITHIN 12" OF EACH END OF THE SILT. PLATE W/ Iv AMUM 2 BOLTS PSR SILL PLATE PIECE. NAM; ALL NAILS SPECIFIBD TO BE COMMON WIRE NAILS. Lam$ : LUMBER 2 INCH NOMINAL TO BE ELF. 02 OR BETTER, UNO. LUMBER OVER 2 INCHM NOMINAL TO BE D.F. 42. FOR BEAMS. AND i 1 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, PRE-ENGINEERED SIR( MIRAL LUMBERS: ALL ENGINEFRED LUMBERS SHALL. MEET OR EXCEED Fb■2,400 PSL Fv 285 FSI, Fell a 2,900 PSI, Fel s 650 PSI, AND Sm 2.4 UNO. PRY-FABRICATED SM T�USSRS : TRUSSES SHALL BE PLANT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENOWEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. PRIOR TO FABRICATION. ROOF. FLOOR, AQ WALL H&ATH1NGS : (1) ALL SHEATHLNGS SHALL BE A.P.A. RATED CDX PLYWOOD OR O.S.B. SHEATHINGS. (2) ROOF SH ATMNO TO BE IR INCH CDX, SPAN RATING 32/i6. FLOOR SHEATHINGS TO BE 3/4 INCH MIN. T&G PLYWOOD CDX, SPAN RATING 404. EXTERIOR WALL SHEATHING TO BE 112 INCH CDX PLYWOOD, SPAN RATING 24/0., UNO. (3) FASTEN AT ALL SUPPORTED EDGES WTIH 8d NAILS AT 6 INCH OC AND AT INTERJOR SUPPORTS WITH Sd NAILS AT 12 INCH OC., UNO. (4) - ROOF AND FLOOR SHEATHINGS SHALL Be INSTALLED wrrH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. MM FLOOR SHEATMO SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE. HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. MID ER CONSTRUCTION NOME: (1) WHEN TOP PLATE 19 D TF.RRUPTED BY HEADER, HEADER SHALL HAVE STRAP CO&MCTORS TO THE OP PLATE $ACH END. USE 2- SIMPSON MSTA24 CONNECTOR8, UNO. (2) PROVIDE SOLID BLOCYJNG OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16 " OC MAX. ALL WTMOR STUD WALLS SHALL BE 2x4 STUDS ® 16. OC MAX. FOR 1IMMOR WALLS, UNO. (4) WALLS. EXCEPT PARTMON WALLS, SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL BE 4' MIN IN ,LENGTH W/ 16d NAILS (93' OC (STAOGERED). (J) ALL DOOR AND / o SHALL BE D T HF T Iti@FOR wi ONE CRiPPLH AND ONE STUD EA��CH�ffidD HEADERS ENTNas a LORpES�AND oNE CRIPPLE AND TWO STUDS FOR OPENINGS OVER 4' WIDE. (6) ALL COLUIVIrf3 NOT CALLED OUT 1N THE PLANS SHALL BE (2)STL 09. SPIKE LAIvI1 HATED COLUMNS TOt3�R W1 (6) NAILS L l2" OC NOT MNSIS-1i 10 (1) CONSTRUCTOR $HALL VERIFY ALL N,OIES, DIIvfF,N5lONS, CONDITIONS PR10It "O CONSTRUCTION AND NOTIFY TfM ARCHITECT AND TFg ENOD,(F R FOR TIC DEVIATIONS. (2) SEE IONS EGTURAL DRA WORA FOR, DRINO AS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY ANp TEIvIp4RARY SHORINQ A9 NECESSARY LWM PFRMA�M SUPPORT AND STIFrL),aNG ARE INSTALLED, CONTRACTOR 1MlITATED CHANOM SMALL BE SUBk ffMD IN WRITWO TO TEE, ARCHnl:CT AND E N FFUR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CO STRUCTURAL E AND MER HAS , IBCHIvZQUES, SEQUENCES OR PROCF.DUR„gOR$QUJRgn TONPERFORtv1 HIS WORK. THE ST1tUCTURAL PIdOEVEHR HAS NO OyERN,L SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RPSPONSIBn TTY FOR THE SPECIFIC WORKWO CONDPHONS AT TIM SIT AND /0R FOR ANY HAZARDS RESULTINO FROM THE ACnONS CORRECT, REPORT ANY HEALTH OR SSA DEFIC>ETiGGiEII pF HAS NO DUTY TO CONTRACTORS, SUPERVISE, NOTE, OR PERSONS AT THE PROJECT SIZE, , OR OTHER ENrITIirS fl WANG ENGINEERING, INC. PROJECT: JOB SO.. .04 cau 5 r1k uc Qr, eCfrlO�AL) (i ) # d- T � 6 Tei/FiLx: (423)489.0927 BY; D►TL C J1 I.(:_ D A'FE: SHT. No. '50qme WAIL Pak- "4 4" rw�� co. c-''.36A 8 - o�j C'le.AI)e k,Jl &j< K/ . ! 1 0 OF 5 L A x5. ICHK• DATE; �! I20JECT: I SHT. N0. OB N0. ; .._; i IM 0. I` IM I' N i qL- 11, M14 A33 Q 9 "o•G ,'W� .o 1' Z4° Nihl . ,I 11 +� i .SN�ti �►:E I T1. • U' ($0 R 4. At � HOOK. SeCTI0�1 4x 14 MrnJ HF•A.DER., E-K r&�D j HC- Dr--F,-.. T4 Epp v� w1AGL ,3�f� Prtla. i MS731 . r�rP. 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QA)- .S &C T104 TeVFax: (429 $9.0927 �BY:--A&.:[ DATE:� CHIC: DATE; SET, NO. 5 Zx 4 bLX 6i W/AU CLIP L"A.EAJD, b IAU3S p.a "J '13�� L-< 4. t cVj wl (4.) ro scit G. f A ?' CG r P 70 roP F PLA*r . G" J4 &ib PJAU, 'M& WALL. ! i i WANG ENGINEERING, INC. TcVFax: (42$)40 -)J927 jBY: DATE; PROJECT: _ CLTX:_._.___.__ DATE: ,T00 Ko' 2j= I S IM NO. --I ,5MC -A& WAt(. pek PtA4 4 (A tbd G "a.c G 4 "0. c e ,*V" d. r- c Vlo'c. cs Fern. P1.4 ck..pja , rc.ro F� �srs. Sly ,- *J44- , If rO F-C,IS r.3. l � SEC7f0� - 11 - 11 o a1; m64 •Qeoo � March 16, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mustafa Mujdza 4456 S 164 St Tukwila, WA 98188 RE: Request for Permit Extension Development Permit No. D02 -157 Mujdza Residence — 4456 S 164 St Dear Mr. Mujdza: Your request to extend Permit Number D02 -157 has been considered by the Building Official and it has been determined that the extension will not be granted. In order to complete your project and obtain the required inspection approval, you will need to make a new application for building permit. This reactivation of your building permit will require an application along with two complete sets of plans to be submitted for review. The fees for this reactivation will be as follows: Final Re- inspection Fee $58.00 Administration Fee $58.00 SBCC Fee $ 4.50 Total $102.50 If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, V e nif arshall Permit Technician Enclosure File: Permit No. D02 -157 P:Uennifer\Extension LeUcrs\Denia1s\D02 -157 Permit Extension Denial.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Hello, Mr. Bob Benedicto RECEIVED MAR 14 1006 OEC'V0ELOPI T It was recently brought o my attention that m building permit has expired. I visited permit office and lady ehind counter check the tatus on my building permit and told me that it expired on Feb ary 16, 2006. When I told her tha didn't get any warning letter for expiration, she checked the contact address w ch was architect office address in West Seattle. The problem is th t we didn't have contact with archite it in over a year now. When we went t his office it was always closed, and wh we called our phone calls and messages were ever returned, so we assumed that he mov Therefore we ever receiver warning notice. We also and stand that we are fully responsible for not having verything completed in time, and w truly apologize. We are as ng you to consider extending our building permit so we an have our final inspectio done as soon as possible. Once again we truly apologize for creating this problem and we would ' e to thank you in advan e for considering to extend our building permit. al,d BUILDING PEMIT NUMBER: - D02 -157 `> ���nwl Z�►q /n !v a --� AWe 10 /7,00 z Thank you, Mustafa Muj dza 2063 CLA �,�aue, Gr�n.aade�tecl 11 -- -cam; �Nn PuN� C21�il � off- lR -�^A° tP� ?a-� �t r- -,) "06 �a� 5800 - 11 ' 11 '• 1 .;s 07 -05 -2005 City of Tukwila ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director DON ATWOOD 5251 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Permit No. D02 -157 4456 S 164 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/24/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1 i . 4�� Brenda Holt, Permit Coordinator xc: Permit File No. D02 -157 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 II II 10 -01 -2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director DON ATWOOD 5251 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Permit No. D02 -157 4456 S 164 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension unto 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/21/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, / .i I/ Stefania Spencer, Permit Technician xc: Permit File No. D02 -157 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • �1 City Of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 2, 2004 Don Atwood 5251 California Avenue South Seattle, WA 98136 RE: Permit Application No. D02 -157 4456 South 165th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at. any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve . a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 7, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefaniatpencer Permit Technician Xc: Permit File No. D02 -157 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �1 o 0 � 11111 � , , • -� City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 3, 2003 Don Atwood 5251 California Avenue SW Seattle, WA 98136 RE: Permit Application No. D02 -157 4456 S 164th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to October 21, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, s�.,CCv StefaniaoSpencer Permit Technician Xc: Permit File No. D02 -157 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 �v April 7, 2003 City of Tukwila lla Steven M. Mullet, Mayor Department o� f Community Development Steve Lancaster, Director Don Atwood 5251 California Avenue SW Seattle, WA 98136 RE: Permit Application No. D02 -157 4456 S 164th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 11, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D02 -157 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 'e Stu— — fit tic -ri�w UNASF— "V-- 41�-- C'rta Lc J Tl 4— AO CITY OF "TUKWILA -� DEC - 9 2002 PERMIT CEN-rER Asa °. June 12, 2002 • • City of Tukwila ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Don Atwood A.C. Associates 5251 California Ave SW Seattle, WA 98136 RE: Letter of Incomplete Application #1 Development Permit Application Number D02 -157 Mustafa Mujudza Residence 4456 S 164 St. Dear Mr. Atwood: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 10, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Department 1. See attached memo. Carol Lumb, Sr. Planner 206/431 -3661 Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with -the appropriate revision block. 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 Permit Center at (206) 431 -3684. Sincerely, Kathryn A. Stetson Permit Technician encl File: Permit File No. D02 -157 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 - 1 - 11 1 1,11,, ` ., • _� r • City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: June 11, 2002 APPLICANT: Mustafa Mujudza RE: D02 -157, Accessory Dwelling Unit ADDRESS: 4456 South 164`s Street Steven M. Mullet, Mayor Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Please indicate the carport on the site plan and include the square footage as part of the area associated with the existing home. Single family dwellings are limited to a total of 1500 square feet for all carports /garages on the site. The plans do not indicate whether the carport area will be retained. If it is to be demolished, a separate permit is required. 2. The covered deck area square footage is considered part of the area of the accessory dwelling unit, and as such the accessory dwelling is larger than permitted by the zoning code. If the deck were to be uncovered, the square footage would not be counted as part of the accessory dwelling unit. c:\ mydocs \general\2002- memos\D02- 157.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 � PERMIT COORD COP• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -157 DATE: 11 -19 -04 PROJECT NAME: MASTAFA MUJUDZA RESIDENCE SITE ADDRESS: 4456 S 164 ST Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Buildingvis on Fire Prevention Public Wor s Structural Response to Incomplete Letter # X Revision # 2 After Permit Issued �1� /gyp ❑ Plq ning Divisiolz n ❑ Permit Coordinator as DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: DUE DATE: 11-23-04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS Op./CORRECTIONS: Approved Z Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: DUE DATE: 12-21-04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -157' PROJECT NAME:. Mustafa Mujud DEPARTMENTS: -83 Building Division''`,1 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-16-031 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route E(Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved d Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: DUE DATE: 2 -13-03 Not Approved (attach comments) ❑ DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents(routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -1.57 DATE: 12 -10 -02 PROJECT NAME: Mustafa Residence SITE ADDRESS: 4456 S 164 St _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _Revision # J_ After Permit Is Issued DEPARTMENTS: daW Buil Ing Division a Public Works ft46I 1 f 1, 1,744-p',' Fire Prevention Structural ❑ � vLj�L -IGI�y Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-14-02 Complete ❑ Incomplete d Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 1 -09-03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ?ERMIT cooRD WHY � PLAN REVIEW /ROUTING SLIP -Original 'Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # Revision # After Permit is Issued DEPARTMENTS: fir✓ �1�ID �02 , Building Division Fire Prevention PlanniZU sAion Public Works rl 2 Structural lf t(fo r � 1A_ I, ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6-1 8-02 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R JJTING: Please Route u( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7 -16-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center °!Use Only CORRECTION' LETTER MAILED: Departments issued corrections: Bldg [I Fire ❑ Ping ❑'' PW ❑' Staff Initials: PERMIT COORD Copy Documents/routing sl ip.doc 2 -28 -02 0 0 PLAN REVIEW /ROUTING SLIP DEPARTMENTS: hla. SIZ IP-I I -01' p AW(j CPL io-12 "02 Building Division 6:1 Fire Prevention N Planning Division 0 Public Works Q Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-1 1-02 Complete ❑ Incomplete Ea"' Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: to- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping X PW ❑ Staff Initials: loo- TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-09-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PROJECT NAME: � AU�'G� Iti1U1 UdZk, keSId . PERMW10 :.- DO a- ) 57 Site Address: 44 6 b S• 1to" Sf - -- Original Issue Date: REVISION LOG Revision I Date i Staff i Date Staff No. Received Initials Issued Initials Summary of Revision: -Harp Q Received By: kpiease pnno Revision Date Received Staff I Initials Date StaT Issued Initials Summary of Revision: !uL/ ., .Wi. I.1 i) � "'/G I.�. �..�.._ FAMr. ! Received By"I V (please print) Revision No. I Date Received Staff 1--initials I Date i Staff Issued Initials Summary of Revision: Received By: (please print) Revision I Date Staff I Date I Staff No. Received Initials Issued Initials Summary of Revision: Received By: (please print) Revision No. Date I Received Staff I Initials Date Staff Issued Initials Summary of Revision: Received By: (please print) w..-9 o y 11 f� City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ` Phone: 206-431-3670 190E Fax: 206 - 431 -3665 Web site: h0 :11www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: !/ z7�;K Plan Check/Permit Number: Dr :: �—, — l ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # �,- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Phone Number: 2Z4 Summary of Revision: tL2kU4nP-- � _ 1 CITY OF TI IKWII A NOV 19 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _Z(:: , XEntered in Permits Plus on l( —ltr—e \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Ga City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a Plan Check/Permit Number: ® Response to Incomplete Letter # 1 to Revision #1 Response to Correction Letter # Revision # after Permit is Issued Project Name: Mustafa Mujudza Residence Project Address: 4456 S164 th Street Contact Person: Don Atwood Summary of Revision: Sheet Number(s): D02 -157 PERWIT CENTER Phone Number A6 q, '3 Jr- V�Z 12-1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: D3 Entered in Sierra on 1 2/20/02 ILA, ..wgs City of Tukwila Department of Community Development - Permit Center a jo 001'•. 6300 Southcenter Blvd, Suite 100 :2 ��'' Tukwila, WA 98188 -••• * r9 8 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 � -h, 16'Z— Plan Check/Permit Number: 1 )o Q - / 5 ❑ Response to. Incomplete Letter # Response to Correction Letter # Revision # _ after Permit is Issued Project Name: 1V U V r t� v Project Address: , �¢�� 5 I 67¢� (�'� Contact Person: �Jx�'I- ->-��J - Phone Number: Summary of Revision: (�(�,�1 r has r, / e -e ( ded '�O R Ild 4e Uthcrrm `7) '-+14-e 02's17 rlol res) Bed-c e v,pFer -Floor Tii i s w .'11 vf die a —f ,crn;1 U r no r� i c.��►, � �e- r�ee p ' 1'� y'l► e_ Wit.me bedloDm S i-Ae A'�L) Move +o -4Ae el,(d_ o4--Me cy4°1' -6�6T of- In l U» Vie/ w S d Cs s s 7e;t-( r RECEIVED 011Y OF TUM11 e 7d/e %\,Cie� -F(ovr o� e a� � c,v, l �o� DEC flat 2002 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: &�-cj Entered in Sierra on 08/30/00 s 0 �JVJILA,ryyq ,ksy City of Tukwila 'tG) Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 1= Tukwila, WA 98188 (206)431 -3670 1908 REVISI'ONI`'SUB1VITh TAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: v Plan Check/PermitNumber: D02 -157 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Project Name: Mustafa Mujudza Residence Project Address: Contact Person:,,L Summary of Revision: fl Phone Number: -06 �- �-7�� Sheet Number(s): b 4 Z- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �S Entered in Sierra on RECEIVED j u lv I ZOOZ PERMIT CENM 06/12/02 0 �� CC01 �LILY�' *�042Ni2 c�j EFFECTIVE LILY ,COATSTR�TCTION 23011 ?STH'. P,L4" V'i "' t: EDMONDS:. WA, 981025 _ gnature / G� floor plan site plan elevation plan section foundation plan framing trusses • GENERAL NOTES • CONCRETE INSULATION MISCELLANEOUS These plans were designed to conform to the latest edition of the Uniform All foundation wall and footing concrete shall develop a minimum Roof All tub and shower enclosures to be wired, tempered or safety glass. Building Code. Constant changes in building codes in addition to changes compression strength of 2500 psi at 28 days. Vaulted areas R -30 in environmental qualifications an local option for plumbing, Flat ceilings All glass within 18" of floor or within 24" of any door to be tempered. q p p g heating /cooling gs with attic R -38 and wiring, makes conformity to all building restrictions impossible. All concrete slabs shall develop a minimum compressive strength of Exterior Walls Consequently, it is the responsibility of the user to evaluate these plans for 2000 psi at 28 days. 2 x 6 Studs R -19 Each bedroom shall have at least one window with a maximum sill height conformity to code requirements. Any additional design or drawing services B Floor over unheated spaces R•19 or as noted above floor of 44 ", and a net clear opening of 20" min. width and 24" min. required are subject to. A.C. Associates, Architects standard service fees. Concrete forms, shoring and pouring methods shall conform to current Slab walls R -10 height and a net clear opening of 5.7 square feet. A.C.I. standards. ab floors on grade R•10 Rigid insulation at exposed perimeter. The contractor shall verify all dimension and conditions prior to Ducts in unheated spaces R -5 All skylights must be plastic or safety glazing and mounted on a 5 1/2" beginning work, and notify owner of any discrepancies. Backfill shall not be placed against basement retaining walls until: Cantilevered floors and curb above roof. Maximum spacing in roof of 25 ". Skylights 7/32" glass. concrete or masonry grout has reached It's 28 day strength, and Floors over Garages R -30 Written dimensions shall take precedence over scaled dimensions. structural floor framing (including subfloor) required to stabilize Furnace duct in unheated space R -35 Combustible air (furnace) per UMC section 601, 602, 603 and 607. DO NOT SCALE DRAWINGS. walls is complete and fully nailed and anchored. Notes: Metal fireplaces installed per UBC section 3707 and UMC section 8.0. in the event of a conflict between applicable codes and regulations and Apply Standard Dry Wall Products, Inc. "Thoroseal Foundation Coating" insulation to be installed with vapor barrier on interior face. Provide glass doors. Install per manufacturer's spec's. reference standards of these plans and specifications, the more stringent or equal on all exterior faces of walls below grade, and "Thoroglaze" or provisions shall govern. equal damproofing on all exposed surfaces of concrete walls above Caulking or gasketing is to be applied at all exterior sills and plates and Tub and tub /shower enclosures to have 1/2" water resistant gypsum grade and all slabs not covered by finish floor materials. all exterior envelop penetrations (between window or door frames and board, and a herd, moisture resistant surface up to 6'0" above floor No variation required by a building official shall be binding on the designer. rough openings). (min). The section of materials for, and the mixing and placing of all concrete Specifications and drawings indicate finished structure. Builder shall be shall conform to the requirements of the 1997 UBC. Material shall be All glazing and all skylights to be double glazed. U -value 0.60 max with All exhaust fans, range hoods and dryers shall vent to the outside responsible for construction methods, procedures and conditions except proportioned to produce a dense, workable mix, which can be placed thermal break or DCLU approved. through sheet metal ducts. 0 as specifically indicated otherwise in writing. without segregation or excess free surface water. Except as approved by Exterior doors slit the engineer, water cement ratios and cement content for various to be weather pped at head and jambs. Sheet metal ductwork per UMC and Chap 6 and table 6A, 6B and 6C. All construction shall be per U.B.C. 1997 Edition. In the City of Seattle, concrete strengths (f c) shall be as shown below. Vent connectors allowed only in the same room with appliance per UMC . • use with 1997 S.B.C. and Seattle Energy Code (WSEC.97). Minimum 1" airspace above insulation in roof. _ section 915. Minimum sacks Maximum gallons -- ---- - .. - -- • All material and construction shall conform to the drawings and f c cement per water per sack . House Garage Occupancy Separation • I All windows, patio doors and doors with glass shall be double glazed, . • . specifications. 5 /8" 'type X' G.W.B. on all walls (and ceilings if 2nd floor over) in garage. insulating units with wood or thermally broken aluminum frames and 2500 5 112 71/2 sashes. See req'd U values. The contractor is responsible for all required bracing during construction. - - -- - __._.__ .. _- __ Garage to dwelling door to be self closing, tight fitting, solid core • weather- stripped and 1 3/4" min thickness. All metal connectors labeled "Simpson" shall be manufactured by the The contractor shall coordinate all required building department Simpson Strong Tie Co. or equal. inspections. WOOD FRAMING Ducts piercing fire separation wall to be min. 26 Ga. galvanized steel. • • Prefab Roof Tr Exterior doors to be foam core insulated doors, unless otherwise Any modifications or revisions to the work shown on these plans shall be All solid sawn lumber shall be hem/fir or as noted installed as noted on Trusses. indicated. approved in writing by the architect. the plans and connected as specified in the nailing schedule below. Lumber shall be graded in accordance with current Western Wood Roan trusses shall be noted on the plan and manufactured by the Trus Provide 1 hour fire wall between garage and living areas and under all DESIGN CRITERIA Products Assn. standard grading rules. Span Corp. or equal manufacturer. stairs where storage space is available. Lumber grades for uses to be: Submit shop drawings prior to fabrication. Manufacturer living areas shall be i hour fire rated Dead loads. Live Loads Posts, beams and headers. #1 or #2 p 9 p cturer shall verify lengths and web openings. illy all All doors between garage and livi Roof with shingles /shakes 15 PSF Roof 30 PSF (+ drift) Floor, ceiling joists and rafters #2 and better 9 pe gs. All truss drawings shall bear the stamp of a assemblies with 1 - 3/4 " solid core wood doors or code approved Roof with clay /concrete tiles 25 PSF Floor 40 PSF Sills, plates and blocking #3 Washington Registered Professional Engineer. equivalents and self closing mechanisms. Floor 10 PSF Deck 100 PSF Studs Hem/Fir "Stud" Grade Roof trusses shall be designed in accordance with ' Stairs, corridors 100 PSF 2" T &G Sub floor decking. #3 9 t snow and drift loading Every exit door shall be operable from the inside without the use of a key Garage 50 PSF or PT.LD. Wall and roof sheathing Min. 1/2" CD exterior glue plyw'd prescribed by "Snow Load Analysis for Washington" published by the or any special knowledge of effort. Subfloor over joists 3/4" T&G CD exterior glue plyw'd Structural Engineers Assn. of Washington (SEAW). Wind speed 80 MPH (exposure C) Underlayment 1/2" underlayrment grade Every entry door shall have a visitor observation port. Seismic zone zone 3 . Pressure 2000 PSF particleboard Foundation Bearing Glu Lam beams Every entry door including garage shall have a lockset with deadbolt or • Lateral Design Pressure AITC Industrial grade with dry use glue . deadlatch with at least 112" min. throw. - Unrestrained Cantilever walls 35 PCF -- - - (Wet use adhesive for exterior use)...Fb = 2400 psi V4 - ^ - -- �= - --- __ _ - -- _ Restrained walls 50 PCF - Fv = 165 i or approved locking devices required on all ps eadbolts o g eq patio doors . . - E = 1 S } , ___.. .. - _ --- - - (s ice) operable ckc ae mounting��atcrews are _ _ _ ItO,Obd psi lid and able windows so that to i - _ __ _ __ 1 i from the outside. j t, Solid sawn lumber at visually exposed locations shall be "clear' grade :, E _ ' free of heart or as noted. FOUNDATIONS `' NOTES i . . Provide #15 felt or equal under all exterior siding. : • .- _ II All exterior wall, and Interior bearing wall openings shall have a 4 x 12 A ll frame walls framing Footings shall bear on firm, undisturbed soil a minimum of 18" below the #2 hem/fir headers unless otherwise noted. a s s h i a 1 have a e stud placed at 16 " OC except where All interior wallboard (GWB) to be 1/2 " unless otherwise noted. . finish grade line and 12" below the line of the original grade for one and _ . = _ otherwise noted. two story structures, and 24" below finish grade for three story structures. Framing hardware numbers shown on the drawing refer to 'Simpson All interior doors to be 1-3/8". Top plates shall be doubled on all walls except where noted. — _ ._ Strong Tie" connectors catalog numbers. Equal connectors may be P P P _� Foundation and footings are based on a soil bearing capacity of 2000 substituted provided they have the same configuration and ICBO . - - Asphalt shingles to have #15 underlayment - 3 tab min. pitch 4 in 12. PSF. Verify local conditions and notify owner of any variation. . approved load ratings. all connectors shall be installed with the Cripples under all headers shall be continuous to sole plate. manufacturer's recommended fasteners, and all holes shall be nailed. Wood shakes and shingles per UBC. Do not excavate greater than a 1 1/2:2 slope below footings. Double joists under all walls parallel to joists except where otherwise - • pressure treated. All wood in contact with concrete shall be p noted. . Attic ventilation per UBC 1505.3. The net free ventilating area shall not • Footings to extend below frost line or 18" below finished grade, whichever be less that 1/150 of the area of the space ventilated, except that the Bolt sill plates to concrete with 5/8" diameter A307 anchor bolts with r Block all stud walls as required for sheathing. area may be 1/300 provided at least 50% of the required ventilating area is greater. minimum embedment at 4' 0" maximum spacing except as noted on the is provided by ventilators located in the upper portion of the g to be { • All over excavated regions shall be repaired with structural fill, compacted drawings with 2x2x3116 plate washers. • Solid blocking between all joists and rafters at supporting walls and ventilated at least 3'0" above eaves or cornice vents with the b ace of _ _ _ _ .. beams ex rim m r to 95% maximum Proctor density at optimum moisture content. Alternately . cept n joists squired ventilation provided by eaves or cornice vent. , repairs may be made by filling with learn concrete (f'c =2000 PSI) _ . . . I Double rim joists at all walls parallel to joists. . Foundation ventilation under floor areas shall be ventilated per UBC Remove all organic material or debris and repair the region as per note . NAILING SCHEDUL. Beams, Girders supporting 2306.7. Opening in exterior foundation walls shall have a net area of not above. Connection Nailing ' , G rders and joists support g bearin walls or concentrated less than 1 square feet of under floor area , j 9 square foot for each 150 ; Joist to sill or beam (3) 8d toenaiied loads steal! not be notched. A.B. to be maximum 12" or not less than 7 bolt dia. from FDN sill end per Bridging to joist (2) 8d toenalled ea. end - All footings and gutter drains must be piped separately and lead directly • Ail oasts shall have minimum bearing of Sec. 1806.6. 2" T&G Decking to beams (2)� 164 toenail through lounge j a g o 2" at supports. to approved discharge. Rim joist to joist (3) 164 face nailed Lap all Joists 6" minimum at all interior bearing - " Stud to sole plate (2) 16d face nailed ea. end p j 9 supports. Stairs shall have not less than 6 8 headroom. Handrails not less than i (1) 16d ft 16" OC face nailed 34 and not more than 38" above tread nosing. REINFORCED STEEL Sole plate to joists or blocking . (1 M ud sills and 1 boards at concrete walls shall have anchor bolts of Sole plate or top plate to studs (2) 16d face nailed edger - specified, all reinforcing steel shall be Grade 40 Double top plate (1) 16d 16" OC face nailed the size and spacing shown on the drawings. Each board shall be Walls retaining drained earth may be designed for pressure equivalent to -) Unless otherwise ape , 9 Double studs (1) lid secured with at least 2 bolts, and each board shall have a bolt within 12" - - --- �, that exerted by ' deformed bars in accordance with ASTM A615, or welded wire fabric in Corner studs () 1 @ 16 OC face nailed c...,_)--- y a fluid weighing not less than 50 lbsJcu.ft. ; accordance with ASTM A185, of the sizes shown on the drawings. (1) &d 16 OC face nailed of each end. -- -;- • Top plates 0 laps/intersections (2) 16d face nailed �r = =` �,N� "- `� 'j Shower flow control limited to not more than 2. GPM. -- steel shall be securely tied in place with #16 double Headers to top plates (1) 16d Q 16" OC faced nailed . . Cover surfaces behind siding, shingles and where indicated on dra - . .r "' \ : r Reinforcing stee s Y P annealed iron wire. C jo to p ( 3) Id toenailed with Dupont Tyvek building wrap or equal. Hot water steal! meet ASHRAE 91.75 a —i s , , . requirements. Joist laps over (3) 16d face nailed ` bar diameters minimum. Ceiling joist to rafte (3) 1&d face nailed Provide double framin at all roof and floor diaphragm penetrations ' D � ' \ Water heaters to be strapped • Lap all reinforcing bars at splices 36 piled at 1/3 points (1/3 2/3) of ht with seismic Rafters to top plate (3) ad Worsened with "Simpson" unless otherwise noted on drawings. ' \\ _. l straps firmly anchored to studs. UPC 510.5 :4 Do not weld reinforcing steel, except where specifically called for on the H Connectors / - . ,t '`'. plans. Plywood subfloor to joists (1) Id common i" OC Bridging or 2x solid blocking required where any joist spans more than ; � ` ; - Water heaters shall be equiped ) () Q edges 14 . equ�ped with a pressure /temperature relief valve � r a 10" OC in field ,t connected to a drain line that is plumbed to the outside of the structure. Plywood wall and roof sheathing (1) Sd common Said drain line must terminate not " Do not tack weld reinforcing steel for placement. () 6" OC Q edges _ _ less than S and not more than 24 a 12" OC in field required per section 704.2.2. Also Draftstopping and above the ground and be directed in a downward fashion. U.M.C. Chap. 10 MINIMUM REINFORCING STEEL PROTECTION All staples a minimum crown width of 7/16 Fireblocking. Domestic clothes dryer vents are permitted to have a maximum run of 14' `_' Protection All staples shall be installed with a minimum into framing Fire well to be to sill plate behind tub and shower including 2/90 degree elbows. Vents are requird to terminate outside the : i Slab bars 1" members of 1" and a maximum of 1 Sr. Sec. 70 9 structure and be provided with a back -draft damper. Well bars interior faces 3/4" A .1\ ll Glu Lam's shall be 24FV4 exterior glue. drawings lue. Provide to The material exposed to weather 1 glazing ng aria in openings adjacent to doors shall be of safety exposed to earth 2 tt 1/2" engineer and building dept. for approval prier to fabrication. glazing materials. Safety glazing is required when the glazing is within ti Bars 3" a 24 arc of either edge of a door and the bottom of the .\\ Footing ors Provide 2 layers of asphalt building paper between sill plats and glazing is within 60" of . Sec. 2406.4.1 Reinforcing Steel shall be bent cold. concrete. LA Welded wire fabric shall conform to ASTM A185 in as long a length as is Provide 2 joists under cripples for window headers at all cantilevers. 1401° ' ' ' 5. ! practicable. Welded wire fabric shah be lapped at least one grid width - . . _ _ pito 2*. „ Il e . 1)01145 1 dt • / 41' 4' ! tiSbal w.r%, 46,... 1... ' ,' 4 t10 1 ,, ,,, H ; '' ' ; - • - . i . Fill m illilliiiiiiii ( ,: , 0., . 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