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HomeMy WebLinkAboutPermit D05-058 - DORGAN RESIDENCE - REMODEL AND ADDITIONDORGAN RESIDENCE 13024 41 AV S EXPIRED 05 -27 -06 D05 -058 ce W; 6 O 0, co 0 (f) w, W = J H• •c W • }: ILA CO � W Z • O. ZI- .0 H WW 1- O! Z ILIN 0 OO,I" City G . Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us DEVELOPMENT PERMIT Parcel No.: 7341600052 Permit Number D05 -058 Address: 13024 41 AV S TUKW Issue Date: 06/09/2005 Suite No: Permit Expires On: 12/06/2005 Tenant: Name: DORGAN RESIDENCE Address: 13024 41 AV S, TUKWILA WA Owner: Name: DORGAN LAWRENCE 3 Phone: Address: 13024 41ST AVE S, SEATTLE WA Contact Person: Name: LAWRENCE DORGAN Phone: 206 227 -3237 Address: 4015 17 AV SW, SEATTLE WA Contractor: Name: OWNER AFFIDAVIT IN FILE - LAWRENCE DORGAN Phone: Address: , Contractor License No: Expiration Date: DESCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING 2147 SQ FOOT SINGLE FAMILY RESIDENCE AND 283 SQ FOOT TWO -STORY ADDITION. Value of Construction: $42,173.05 Type of Fire Protection: SMOKE DETECTORS Type of Construction: VB Fees Collected: $1,886.90 International Building Code Edition: 2003 Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC - Permit 005 -058 Printed: 06 -09 -2005 Z Z J U' U 00. CO cn w J = H CO LL w O U. Q. ca = d. �w Z F=- ' Z �- 5. U� �O CO. o H- w U_ O liJ Z'. U CO O Z r^, City G. Tukwila Steve: M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -058 06/09/2005 12/06/2005 Permit Center Authorized Signature: U�� Date: C)61 1XC - 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 regulating c Signatu Print Name: presume to give authority to violate or cancel the provisions of any other state or local laws nance of work. I am authorized to sign and obtain this development permit. �--� Date " 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. i doc: IBC- Permit 005 -058 Printed: 06 -09 -2005 ZZ i� Z �W 7. 'U UO CO cn w J � Co LL W O, wQ �d W Z �.. �o Z ►- p' U U. O — � F— u1 Lu H U:. —O .• Z w O F-; Z INS Ci of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7341600052 Address: 13024 41"S TUIKW Suite No: Tenant: DORGAN RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -058 ISSUED 02/17/2005 06/09/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum doc: Conditions 005 -058 Printed: 06-09-20 Z �Z �w QQ � J0 00 to 0 J S2 LL wO LLQ �d �w Z �_O Z W 5. U � O N 0 F_ w L O. Z. co tJ O Z City of Tukwila ISM Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** z Z.. o: W Q � JU (j 0 ; No LU J �... CO) U. ; W O.. J CO D; 1 W ' Z O. �p W W` H V!. W Z CO H � ,O z City of Tukwila ISO Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i i I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances I governing this work will be complied with, whether specified herein or not. i I The granting oft ' p rmit does not resume to give authority to violate or cancel the provision of any other work or local laws regulating con ructi or the perfg(nance of work. Print Name: Dat Z�"" 1 4! /-C z Z mo w: J U; U O; CO w =° J CO LL' Lu O. CO = W z �.. • �o z W D 'O N O I— WW H 0. :LL — O .. z' w co U O ~� z UA w CITY OF TUKWILA�„� Community Development %'partment Public Works Department A 10 Permit Center i908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 I F f "Building Pern. . 'o. —o .Mechanical Permit No. Public Works Permit No. Project No. For office use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: ?- //(0 Od cps Z Site Address 250011 A LA S N AVM S ' Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes, �..No Property Owners Name: �© r Mailing Address: 46 L e i 1 �� lJ� � �"� (44 14, (1910 City Stafe Zip GENERAL CONTRACTOR ..INFORMATION. - (Mechanical Contractor information on back page) Id Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT :.RECORD = All plans.must be *et stamped:by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF.RECORD All pl Ans. must be wet stamped by Engineer of Record w. Company Name: Mailing Address: City State .Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: \permits plus \ice changes\permit application (7 -2004) Page I Z Z W 2 D 0 a CO N LL WO 9Q c _ d �W Z H F_ O Z !_ W LLI �p U 0 00 OH WW F- F- u. O 111 Z U= O Z Y BUILDING PERMIT INFORMATION - 206 -431 -3670 I It 'Valuation of Project (contractor's bid price): $ • „ But King a • odd Existing ng Valuation: $ Scope of Work (please provide detailed information): !;: Gy` W Q ( a v-, Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ex No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: E].. Sprinklers ❑..Automatic Fire Alarm ❑..None _"i�Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets, \permits plus \icc changa\permit application (7 -2004) Page 2 Z 3: �W QQ JU UO <n CO W J= H CO W W O J LL. Q t'n � = W Z = F— ZO W W U� O� O t-- W W 2 H 5. LL Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC _ Type of Occupancy per IBC I" Floor 7 O T 2" Floor.. 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Z Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ex No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: E].. Sprinklers ❑..Automatic Fire Alarm ❑..None _"i�Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets, \permits plus \icc changa\permit application (7 -2004) Page 2 Z 3: �W QQ JU UO <n CO W J= H CO W W O J LL. Q t'n � = W Z = F— ZO W W U� O� O t-- W W 2 H 5. LL Z W U= O Z MECHANICAL PERMIT INFOR._,�TION -- 206 - 431 -3670 l MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Ti E -Mail Address: Fax Ni Contractor Registration Number: Expira * *An original or notarized copy of current Washington State Contractor License must Valuation of Project (contractor's bid price): $_ Scope of Work (please provide detailed informat State Zip presented at the time of permit issuance ** Use: Residential: New ....❑ Replacement.....❑ Unit T e: Commercial: New .... ❑ Replacement..... ❑ Fuel Tyne Electric ..... ❑ Gas .... ❑ Other: 0 -3 HP /100,000 BTU Indicate type of mechanical work being installed and the quantit�/ below: Unit Type- Qty Unit Type: /Qty Unit T e: Qty Boiler /Com pressor: Q Furnace <100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Con cted Thermostat 15 -30 HP /1,000,000 BTU to Sin le Duct Suspended /Wall/Floor Ventilation Sys m Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and uct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT APPLICATION NOTES —Applicable to, all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF URN BY T LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR TH IZED AGENT: ` 0 Signature: Date / V nrl Print Name: .c� w l'er�C - �. � ��� Day Telephoner �GD OC K ailing Address: IS ��'W � w�• �D6 City State Zip Date Application Accepted: Date Application Expires: Staff I 1permits pluslicc changeslpermit application (7.2004) Page 4 Z 11 '~ W 0 rn to co W J = H CO LL W O Uj N �w z� l— O Z H UJ5 U� ON 0H WW HF- LL O 111 Z U= O Z y . �%A was Cif of Tukwila k law" � 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7341600052 Permit Number: Address: 13024 41 AV S TUKW Status: Suite No: Applied Date: Applicant: DORGAN RESIDENCE Issue Date: Receipt No.: R05 -00854 Payment Amount: Initials: LAW Payment Date: User ID: 1630 Balance: Payee: LAWRENCE J DORGAN TRANSACTION LIST: r. a Method Description - Amount p T yp e p f Payment - -- Cash - - -- --------------------- - - - - -- - - -- 1,425.18 D05 -058 APPROVED 02/17/2005 1,425.18 06/09/2005 03:30 PM $0.00 j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,420.68 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,425.18 3976 0610 0 17.1.6 70T(iL 4-2 i i I . i i doc: Receipt Printed: 06 -09 -2005 Z ,- Z W . J U: U O CO W J Fes, co LL: W O; I L N d F =- W z� H- O': Z F-- W W` U �' 'O CO W w` Z' U N; Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z. RECEIPT W Parcel No.: 7341600052 Permit Number D05 -058 o Address: 13024 41 AV S TUKW Status: PENDING Co o, Suite No: Applied Date: 02/17/2005 N W Applicant: DORGAN RESIDENCE Issue Date: -J u W O; OC ~ Receipt No.: R05 -00249 Payment Amount: 461.72 N < Initials: SKS Payment Date: 02/17/2005 04:45 PM _. User ID: 1165 Balance: $714.84 z F- O;. Z LU n Payee: LAWRENCE DORGAN v ;O ' W W' TRANSACTION LIST: _ Type Method Description Amount ti - ----- - - - - -- O Payment - -- Check - -- 3164 -------------- - - - - -- -- - 461.72 W Z' Z... ACCOUNT ITEM LIST: ! Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- I�I PLAN CHECK - RES 000/345.830 461.72 I f Total: 461.72 1 i i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 431-3,1q�:70 Project: DomKi Vtc Type of lnspectF6ff/W VkA iKoa V Address: Date Called: AV I I e2- 05 Special Instructions.' Date Wanted: a, t Requester: Lav o Phone N o: paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: A . z iS Z Ilk 0 W LL1 x Ul 0 , 2 � 9-J LL CY Z tr 0 Z F- LL1 Ljj' :y 0 Cl) 0 LU LLf 0 U- i,- 0 , Z CO) 0 !E'- ir- P 0 Z FVk proved per applicable codes. El Corrections required prior to approval. t INSPECTION RECORD < Retain a copy with permit�'Qs� 7 INSPECTION NO. jE q26)431-3670 t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( ect: Type of Ins ction: Address: Date Cak1: 1 a C7 > Date-Wanted- ... ....._ c I :m. Requester: ` Phone No: f 7�IApproved per applicable codes. Corrections required prior to approval. COMMENTS: ::t 5 l Receipt No.: � Date: Z il— Z IY W U N 0: J ~ N LL W� �0 u_ N CY = LLJ. H Z� H O W t- 5. W W. F=- V ll. Z' ui U CO ) O ~: Z . L " J p aid at 6 300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. d INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T tN. :.CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 4 ' JJJ -3670 Project: jq Type of inse ction: ._..- Addres : Date Called: Special Instructio s: Date Wanted:, a.m. .m Requester: Phone No: 4 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: $58.00 REINSPECTION OtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z �W c 00 Co 0 : CO) 11i �F- CO) LL WO �E LL ¢: = Cy. �W F- O W 5 U 0. :O N' D F-- 2 U, LL —O Cd Z co) O Z I T-T- INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PE PE N 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4,3.1-3670 Project: 006 Type of Inspection: EY 01 VW I vlp\ Address: Date Called: Special Instructions: F T- T Date Wanted- (1201 Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: inspecto uate: ✓ Ej $58.00 REWSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. Receipt No.: Date: q % Z Z U0. 0. Co 0 ca UJI Uj J Co LL 0 CY O. Z F-� U1 0-- ui , LL _0 tU Z] Cf); O Z 4 I INSPECTION RECORD' , Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Dor an Type of Inspection: Anchor' Address: ) 3V Z4 4 1 Ave -S Date Called: 10 9-- D5 Special Instructions: Date Wanted- a.m. m. Requester: L awrence. Phone No: 206 - 2 2-1- 32- 3>7 I 2 UO CO o. = w N LL w LL N d = w Z F Z �O. w Uj CO U� wW U !L 0. CO 1= � O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: sir t'�'�'�,i -i'� .. .. .. ..... .�. .. _. .: ... INSPECTION RECORD Retain a copy with permit 059 I I YL NSPECTION NO. PER 6 CITY OF TUKWILA BUILDING DIVISION $1 - 6300 Southcenter Blvd., #100, Tukwila, WA 9.88 206)431 -3670 'ect: ' ype tin Atf drYss: Date Called: Softial Inst ctions. Date Wanted y caA - Requester: 4 '. L Ph a -7 Apdr6ve 4er app 'cable codes. ❑ Corrections required prior to approval. COMMENTS: Inspect Date: — Sj $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: Z Q W W� UO Co O. w= W O U . _ CY �W Z H. W UJ U 13 .0 E- W LU � fd Z CO) O Z ' INSPECTION RECORD Retain a copy with permit ►' " INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'ect: i Type nsp tion: Almys s� U , � Date Called: 2 /05 O Special Inst/wdi ns: p-]- tr!! , ST..L p!� f P �s� i17 s j� , Date Wanted: b a.m. o�� � p.m. Requester: P ne N Receipt No.: Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector D -.� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f Z Z' ' d— W W =: UO 0 CO) �- N U 0 9 LL N =11 = F- W H- O W H LU �p U to 0 E- = V; u_ �. IJ Z L) CO) H O Z INSPECTION RECORD., Retain a co py with p ermit INSPteffON NO. PER 0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -3670 Pr t: ( p of Inspection: A ss: { � � a e Ca led: Special Instructions: Date Wanted �- M. p.m. Requeste I , �. l � Ph e No -ga70 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Receipt No.: Date: Z Z W W U O �o W J N O W U . ( 0 =d W Z O W W, 7 p. O co) W = U_ IL 0 W F= _ O Z INSPECTION RECORD Retain a copy with permit INSP[CTION NO. PE 0 C I ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. r!c tions required prior to approval. - PNect* Aaa f Type nspection- a saa C ftd'ress ' q "4) Date Called: ( U101615 I fro LP ej S#ffiial Instructions: Date Wanted: a. P. Reques COMMENTS: '-?to Y- 2 N) r, 0 kj Ca. fro LP ej )r to inspection, fee must be Cat( to secheclute reinspection. Z LU _3 00. 0) 0 to LLJ LLJ X, i �- CO LL W O ULa S2 CY l .- W z 0. z �- UJ Uj: 5 L) co C3 LLJ W . iH 01 z CO INSPECTION RECORD Y Retain n a copy with permit INS ION NO. RE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 fi ' ct: Type of I specYon: t , 1 Spd cihI Date Called: Instructions: Date Wante Requester: P o e No / Q� N : /X70 Approved per applicable codes. Corrections required prior to approval. specto . uat .00 REINSP 10 FEE REQUIR . Prior to inspection, fee must be p id at 6300 Southcen er Blvd., S e 100. Call to sechedule reinspection. Re(4ipt No.: Date: a Z Z W UO 0 IM F— N LL: W O. LL Q = d. I.-. W Z H'. Z O W �5 � o WW LL W Z, O Z INSPECTION RECORD Retain a copy with permit D S INSPECTION NO. PE IT CITY OF TUKWILA BUILDING DIVISION %, y� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro t: Type of In ct1o� I Add e Date Called: i Special Instructions: f p�1 Date Wanted: a.rn. f} Requester: z c� pproved per applicable codes. Corrections required prior to approval. • r COMMENTS: CJ r 1 e !'' c^ ii 11 C T� � a ,.. e ' � r• v- z c� /v It �_ Y Inspector: M 1 13ate,� , (S O $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, Receipt No.: Date: ::1 i, Z W J U' UO: CO) Q C0 LU J = to L W O E , u_ <. CO) = uJ H_ t O. W LLJ O� Q Fr W W. H U Z liJ F= � O Z INSPECTION RECORD Retain a copy with permit M INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431 -3670 Pr o f Type o spection: fy lnov-e Address: V UvZ . 5 1 1,4w -S Date Called: © G ) c AGs" Special Instructions: Cts pons ;b)'e - Cc� ��'` Date Wanted: a.m. Request T � I ole `rL/ J r Phone No: U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Receipt No.: Date: z W (Y. . W� UO CO) J J CO) L w O J LL Q to = �w Z F- O z 1— w �5. U� O � w s u—' O: w z: O� z COPV, Structural Calculations For: "' Dorgan Residence Client: Larry Dorgan 13024 41s` Ave S. Tukwila, WA 25 April, 2005 Project,# 7948- 2005 -01 -00 REVIEWED FOR CODE COMPLIANCE MAY 17 2005 Of Tukwila BU ILDING DIVISION R 'F 1 000 Q �pt� INCOMPLETEv 'o LTR# 38567 Y4 tip`. C /STFg' ♦� NAL 'i EXPIRES 01/07/0 - 2 M SWENSON SAY FAGET A STRUCTURAL ENGINEER114G CORPORATION 2124 Third Avenue. Ste. loo t? 0 5 t � Seattle, WA 98121 T 2o6. 443. 6212 F 2o6. 443.4 Il z Z o: W J U ) O. 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( 0 " Xx ` F - l 6t.-, CAM_ 133 Val z(a d-4�) C 6) + - I z e- a l z A&A s t-"*N = 0 5 P- -Lo+0-) C6J C M'- 31%(1!; 7-$ I) 232 r 13SL11� 7 2.71 L C 1 S 6 2 )ssc<Z9�)(zz� J-C .75(�5����zga,oJ�L�,) }C�CcsZ)� 5tty�) .0 57' 22 " X 1737 o k l o k- M SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue- Suite 100-Seattle-WA 98121 Office. 206.443.6212 Fax; 206.443.4870 0 l Project 4 6165 � Date 7 Prot. No. Desig Sheet c Z �w D U UO to a W = J I— LL, W } J . LL CO) a �w z� .z o 25 U� 0 1-- w W. lt, O Ii! Z. CO) U— O z I ,. t i r 1 3 y y. 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Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -058 13024 41 AV S 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 Inspection Request Line at 206 - 431 -2451 to schedule 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 or more extension of time for additiona perios not exceeding 90 days each. 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 05/27/2006, 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. :Z �W 6D J U: UO 00 W= N (L, WO LL Q' N D. = CY. W Z �- O. Z F- W 5 �Ol ,O S2 W W 0 til Z. O ~. Z I1' t 1LA, yV s ..ti 0 _' ' 2 City o Tukw Steven M. Mullet, Mayor a: : U1 Department of Community Development Steve Lancaster, Director 1908 March 9, 2005 Mr. Lawrence Dorgan 13024 41 Avenue South Tukwila, WA 98168 RE: Letter of Incomplete Application # 2 Development Permit Application D05 -058 Dorgan Residence — 13024 41" Avenue South Dear Lawrence: This letter is to inform you that your application received at the City of Tukwila Permit Center on February 17, 2005. is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions concerning the attached memo. Please address the above 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 Submittal Sheet' must accompany ever}' 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) 433 -7165. Sincer -- Stefania Spencer. Permit Technician Enclosures File: Permit File No. D05 -058 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 Z mo w: J U' C.) 0: ' CO 0 CO) W W = J F S2 LL W O: J LL. j � = W H =. Z H O. Z 1—. W 2 5: U� O U:. � H W 2 u. O: .. Z: W U CO) Z •a J Determination of Completeness Memo Date: March 8, 2005 Project Name: Dorgan Residence Permit #: D05 -058 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1. The plan sheets submitted need to be properly numbered (ink not pencil). The address provided on the sheets is indicating "Seattle" and need to show the (Tukwila) address. (13606.1.1) 2. The framing detail of the central portion of the roof structure does not adequately show continuity bearing down throughout the house structure to the foundation or footings. Provide adequate plan view details of the roof framing along with the revised elevation framing (pg. 4) which clearly show how the roof is supported. Show how beams and framing are connected and how those supports transfer down to the foundation or footings. (R606.1.1) (R602.11.2) 3. The lengths of the (2) exterior walls exceed the length for brace wall requirements for brace wall spacing IRC R602.10.11. Provide details of interior and exterior brace wall design, which show compliance to the code Section R602 in the 2003 IRC. Brace wall design for interior walls shall transfer to the foundation (R602.11.2). (2003 IRC R602.8, R602.10, IRC R602.10.1.1) 4. Provide information and details that call out type of hardware used for connections. Properly size hardware and framing details for seismic forces of the house framing. (R606.1.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 Z =Z D JU 0 0 CO) CO W J :r CO) U. w O' U- ¢ CO D s W z� �O Z~ w 2 5. UO .O CO, o i .- W W' LL ui Z. U CO O E- Z 1 908 0 February 25, 2005 r� City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Lawrence Dorgan 4015 17 Avenue SW Seattle, WA 98106 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -058 Dorgan Residence — 13024 41 Avenue south Dear Lawrence: This letter is to inform you that your application received at the City of Tukwila Permit Center on February 17, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Plannine Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Please address the above 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through (lie mail ' or by a messenger service. i If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely Stefania Spencer Permit Technician Enclosures File: Permit File No. D05 -058 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 W Z �W JU UO CO) O; ' CO) W; H to U. W O. 2� Ei U. Q: N d Z H O. Z F-- 5 U� O N WW LL O ll! Z U CO) . Z �.j yf ILA, City of Tulmila Steven M. Mullet, y Mayor N 2 Department of Community Development Steve Lancaster, Director 1908 PLANNING DIVISION COMMENTS DATE: February 22, 2005 CONTACT: Lawrence Dorgan RE: D05 -058 ADDRESS: 13024 41" Avenue South The Planning Division of DCD has reviewed the above permit application and requires that additional { information be submitted. The Planner reviewing the permit is Brandon Miles and he can be reached at (206) 431 -3684. 1, The site map provided needs to show the area of work on the house. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 =3665 Z �- z' W J U� UO� U 0; .w = J N LL W 01 LL Q D = W Z �. F- O. Z t- D o O N; off W W'. LL O. _ U �, O Z PLAN kf01VV/i G SLIP ACTIVITY NUMBER: PROJECT NAME: D05 -058 DORGAN RESIDENCE SITE ADDRESS 13024-41 ST AV S Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # After Permit Issued DEPARTMEN Aan � A BgO Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-1 0-05 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 ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: 5 -5 -05 DUE DATE: 6-7 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouling slip.dac 2 -2M2 z LLI JU UO (/) w =. LL W 0: LL Q �d =w z� 1 - 0 w �, w. �o U � F- WW 1-- H u ' O. z U N. 0 z PERMIT COORD COP1'� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -058 DATE: 03 -07 -05 PROJECT NAME: DORGAN RESIDENCE SITE ADDRESS: 1302441 ST AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after /before permit is issued DEP RTM � �V$ Build% Di Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -08 -05 Complete ❑ Incomplete �] Not Applicable ❑ Comments: Permit Center Use Only uwk INCOMPLETE LETTER MAILED: 3� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2.28.02 ❑ No further Review Required ❑ DATE: DUE DATE: 04 -05 -05 Not Approved (attach comments) ❑ DATE: z w QQ JU 00 to a W� CO U. w 0 9 - U_ j. � �w Z �_ w ~ w U0 O � o l_ w LL 0 W z U= z PERMIT COORD COPY r, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -058 DATE: 02 -17 -05 PROJECT NAME: DROGAN RESIDENCE SITE ADDRESS: 1302441 ST AVENUE SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS &nni Building Division ® Fire prevention Pi Division Public Work4 A 2�Z2 -f7� Structural El Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs,) Complete ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Pingo PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 03 -22 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing siip.doc 2 -28.02 DUE DATE: 02 -22 -05 Not Applicable ❑ z ��- z . �W 2 �U vo J H S2 LL W 0 I E; W� N =W ►- _ o. z� � p O N` D F- W XU U . .• z W U O =, ~ z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: h&:llwmv.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. P- H ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Date: Plan Check/Permit Number: Response to Incomplete Letter # Project Name: D 06 - - 0 \Cv\ Project Address 1302- /JQ s' Contact Person: (r�� .,1L�� Phone Number: Summary of Revision: v RECEIVED CrTY OF TUKMLA MAY a 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: l td d Entered in Permits Plus on &5b5105 %applications\forms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: W. JU UO Co 0 J = CO lL. WO u- tn D = �W Z I`- Z O w LLJ Do ON o t`- wW U- z. Z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION :.SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 / Ow 05 Plan Check/Permit Number: D O30010 s JX Response to Incomplete Letter # J— I E] Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: i 024A Project Address: 3o S Contact Person: Summary of Revision: IeFA I J A. I 1 1 42 U� V1dMC,144 cu f ^ + •T su n Q' Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: ihle% ntered in Permits Plus on — Phone Number: z 0-Z W W JU 00 UO W = N LL WO L L = �. W z l`- z� W U O� 13 H: WW z CO) O H z \appl ications orms- applications on lme\revision submittal Created: 8 -13 -2004 Revised: r N 1906 CITY OF TUKWILA Permit Center /Building Division: Community Development Department 206- 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206-431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: � S (D S 8 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) wt'enC -e �- [please print] states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized under this building permit to be exempt under No. 1 , and will therefore not be performed by a registered contractor. n I understand that I may be waiving certain rights tW I mi ht otherwise a under state law in any decision to engage an unregistered contractor to perform construction ork. APPLICA T Signed and sworn to before me this ;j lot It P U BO G 02 OF WAS' . \applications \8 -2004 affidavit in lieu of contractor registration &' day of / , 20 — NOTARY PUBLIC in and for thelState of Washington, Residing at kl iI /� n , County. Al Name as commissioned: I C e A. De a c v My commission expires: 6 6 -D8 Z iH W W JU 0 NO J 3: l o� LL < S2 a =w Z �. f- O Z w �o U = U. H� �O W Z. CO O Z Z � z D UO rn o co U.1 J !2w w O L? M = w Z� H O w �5 U� off wW u. O W Z U= O~ Z 18.27.090 Exemptions. This chapter shall not apply to: contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or 1. otherwise. The exemption prescribed in this 2. An authorized representative of the United States subsection does not apply to a person who Government, the State of Washington, or any advertises or puts out any sign or card or other incorporated city, town, county, township, device which might indicate to the public that he is irrigation district, reclamation district or other a contractor, or that he is qualified to engage in municipal or political corporation or subdivision of the business of contractor; this state; 11. Any construction or operation incidental to the 3. Officers of the court when they are acting within construction and repair of irrigation and drainage the scope of their office; ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, 4. Public utilities operating under the regulations of agriculture, viticulture, horticulture, or stock or the utilities and transportation commission in poultry raising; or to clearing or other work upon construction, maintenance, or development work land in rural districts for fire prevention purposes; incidental to their own business; except then any of the above work is performed by a registered contractor; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, 12. An owner who contracts for a project with a or the drilling, testing, abandoning, or other registered owner; j operation of any petroleum or gas well or any surface or underground mine or mineral deposit 13. Any person working on his own property, whether when performed by an owner or lessee; occupied by him or not, and any person working on his residence, whether owned by him or not but 6. The sale or installation of any finished products, his exemption shall not apply to any person materials, or articles of merchandise which are not otherwise covered by this chapter who constructs actually fabricated into and do not become a an improvement on his own property with the permanent fixed part of the structure; intention and for the purpose of selling the improved property; 7. Any construction, alteration, improvement or repair of personal property, except this chapter 14. Owners of commercial properties who use their shall apply to all mobile, manufactured housing. A own employees to do maintenance, repair, and mobile /manufactured home may be installed, set alteration work in or upon their own properties; up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by 15. A licensed architect or civil or professional a mobile /manufactured home retail dealer or engineer acting solely in his professional capacity, manufacturer licensed under chapter 46.70 RCW; an electrician licensed under the laws of the state of Washington, or a plumber licensed under the 8. Any construction, alteration, improvement, or laws of the state of Washington while operating repair carried on within the limits and boundaries within the boundaries of such political subdivision. of any site or reservation under the legal The exemption provided in this subsection is jurisdiction of the federal government; applicable only when the licensee is operating i within the scope of his license; 9. Any person who only furnished materials, supplies, or equipment without fabricating them 16. Any person who engages in the activities herein into, or consuming them in the performance of, the regulated as an employee of a registered work of the contractor; contractor with wages as his sole compensation; 10. Any work or operation on one undertaking or 17. Contractors., on highway projects who have been project by one or more contractors, the aggregate prequalified as required by chapter 13 of the Laws contract price of which for labor and materials and of 1961, RCW 47.28.070 with the department of all other items is less than $500.00, such work, or transportation to perform highway construction, operations being considered as of a casual, minor, reconstruction, or maintenance work. or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a ` part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8-2004 affidavit in lieu of contractor registration Z � z D UO rn o co U.1 J !2w w O L? M = w Z� H O w �5 U� off wW u. O W Z U= O~ Z pr File: DO5 -0058 35mm Drawing #1 -17 r 0 OWNER 4 CONTRACTOR: LARRY 0051GAN 13024 41St AVE S TUKWILLA, WA (206) 221 -3231 SITE ADDRESS: 13024 41ST AVE S TUKWILLA WA SEPARA'T'E PERMIT REQUIRED FOR: Be Mec•hanical br Eebnic•al Plumbing Gas Piping . aty Of Tukwilma t3UILDI DIVISION LEGAL DESCRIPTION A PORTION OF LOTS 1, 2 43 OF: I5LOCK 2, TR,4CT 56 OF THE UNRECORDED SUI3D11rISION OF RIVERSIDE: INT. TRACTS, RECORDS OF KING COUNTY, .WASHINC�TO N TAX LOT 0 7241600052. HEAT: GAS F I RED FORCED NOT AIR LOT COVERAGE: 6 SO. FT. LOT / Ifo38 SO. FT. CovERED = 1490 OPEN SPACE AREAS: MAIN FLOOR: LOWER FLOOR TOTAL AREA: s 1,140 SQUARE FEET 1001 SQUARE FEET 2,W1 SQUARE: FEET a V! a UNHEATED GARAGE AREA: GENERAL NOTES: ALL WORK TO CONFIRM TO CODES AND ORDINANCE*$ TUKWILLA 192 SQUARE FEET ALL APPL ICA13LE OF THE CITY 01= CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK SITE PLAN 7 ExlaTw.. CsARAGE' 1 , _ 1 I I 1 I I 1 1 1 1 I I 1 RECET CITY OF PERMIY CENTER INCOMP DORC�,4N RESIDENCE SITE FL AN 13024 gist ,avENuE s ru+<wiLLa, WA 206 -22'i -323 DRAWING I I Inc h 1/18 ' , IS ea � 1 �r 6 I �•� . 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EEI.OW w NEW 2x& BTUiP AT 16 PON WALL I$TWs CONCRE'T'E 16' -9 FIRE ACE FOUNDATION 19' -30 N 26' -2N ` lT.P. l'�4 -G latE CrKctft 6. �, w / ze2 j Pt.-rE wA *0CK PEI? gotr 0 K . s phct� op StM ffoW FA P rev / (Z) t /i'V )( * t* " wev4 Xr -A PIFIt FA 1pt LOWER- FLOOR FLAN 6' D + �o REVIEuvED FAR �� COMPLIANCE MAY 7 7 2005 W LD � k is NG p�'V ISIpN RECEIVED _ CITY OF TUKWILA MAY - 5 2005 PERMIT CENTER DORG,4N RESIDENCE 13024 41ST AVENUE S TUKUJILL,4, WA 206 - 22'1 =323 DRAWING 2 Inch 1/18 '2� " A t" _ 1 _..i ,7( ir( � � v���1 �,3' � ii aRt .rt 4,i, +... 7 •, t, �..�� � .�� L ti pr 0 0 2030 H1/ RY uAs I Fe I LID&OKe . wc 9 Pp Ore. lelp4LC • s 1 VENT TO ® w/ L s3o LAS � Z outevE VENT To OUTSIDE. s : S `f « p60T or W � ¢� tj y o. C Czrs�) PFlt DFr4X $ T 8T I V-3 910 330'16 my T6 - - - - -- 8 4 R E l C�.o�ET OR' _ I U6 6068 �Y s P vPT* 9 4 Il I.. ii i VL S 1� BQMM 44 f >s' -9 8W I ■ SNEAR uA1 - 14" 080 GNE 810E � I �5 � FLOOR �L ,� EDC,EB MOCIM WITH ed A T 16 O.C. N FIELD M AT a OA 1 /4" TYK Inch 1/16 r I -1 5 ` 1 �1 N � � 5 h ..7 4 m68 dY A� N I I I I 11l I I I LI LI LL�.la,l I I I (I L� LL I LLI I ll�ll l I I I I ll_� Ia.l l iP - OR , ------------------- -- �i f6sTtj r 7 2 PDR D�rA•tc,a = f � �i • i i ii c ' EXIS II 1r MONRY N FIRE WIN � s :I4* M s '� cO�jp FOB !Y Of Tukw� RECEIVED CITY of TUKWILA M AY - 5 2005 PERMIT CENTER � 7) DOR AN RESIDENCE 13024 41St AVENUES tUKWILA, W,4 206 -221-3231 DR4I,UINCx 3 5 N � � 5 4 m68 dY A� N OR , ------------------- -- �i f6sTtj r 7 2 PDR D�rA•tc,a = f � �i • i i ii c ' EXIS II 1r MONRY N FIRE WIN � s :I4* M s '� cO�jp FOB !Y Of Tukw� RECEIVED CITY of TUKWILA M AY - 5 2005 PERMIT CENTER � 7) DOR AN RESIDENCE 13024 41St AVENUES tUKWILA, W,4 206 -221-3231 DR4I,UINCx 3 F 0 METAL GUTTER ON Ix FASCIA; TYP 6" DROP SIDINIs OVER IS" FELT ON EXISTING OR NEW APA APPROVED PLYWOOD SHEATHING EXISTING COMP ' ROOPINIG ----\ EXISTING MASONRY FIREPLACE AND CHIMNEY ®D �FWFD � FOR F CoAlPLIANCE A pvQ ()4jo MAY 1 7 2005 o k RECEIVED CITY OF TUKWIIA NORTH ELEVATION 1/4 "•I' -0" MAY - 5 2005 PERMIT CENTER DORGAN RESIDENCE 13024 fist AVENUE 8 tUKUJILLA, WA 206 -221-3231 DR4U11NCx 4 Inch 1/16 ii 1 hi 11 i���1��. ������il�i�i�iiiiliiii�iiiiliii _I�Iiillii�i.�_iiiiliiii��i 4 �^ 5 � 6 F w EXISTING COI" IP 8. 6" DROP BIDING OVER 15" FELT ON EXISTING OR NEW APA APPIROVID PLYWOOD "AT14 NG `F= i a sari aas. aata as asas s_ asaa,' �s aaeae aaaw asata aaaae � ata east aae, tas• aao sass 50UTH ELEVATION C® EI/IEI�E� F OR V6 NAY 1 ? 20 - ExISrING FOMDATION rukw CITY O E TUKWILA M AY -a 5 2005 PERMIT CENTER DORC�AN RESIDENCE 13024 41St AVENUES TUKWILI.A, W,4 206- 227 -3231 DRAWING $ i Inch 1/16 Aj 1I 1 1 1 ji l I I I 1 iLi:1i.LLli 111 I_ii il6 I Jill pr t REAR ELEVATION 1/4'4-01 II . II II II II II FRONT ELEVATION Wal -0 REVIEWED EC CODE COMPLIA .MA 1 I Y ? X00 I C1: Of �"� kwili§ BUILD NO DIV ISION RECEIVED CITY OF TUKwiLA MAY - 5 2005 PERMIT CENTER DORGAN RE51DENCE 13024 41ST AVENUE 5 TUKWILLA WA 206 -221 -3231 DRAWING ro I I I I I•I I:.�4I . ..I ^I, I I I I I I I I � I I i I.I I I I I �'�T ,I I �I I ! i t I � , I I I I 1, 1 I.I I ,I �.I I I I . I I 1 I I I I '..I I I... Ill 1 i i .. i i ,. l .. Inch 1/16 t I 61 r �..7' Y h 't� � � 7 ' r1d� 9 •,� 1iX���} : 1 ��� ti ',< � ' -. { "t '.:n il 6 b L E L Z 6. g iiii�ii�� � il� iiil ��iilii iiJli iiliiiilii .i_��.i_iiiliu.i_I. iii Lii �I� �r., EXISTING COMP ROOFING ON EXISTING GWATHNG TO FWAIN EXISTING 2 x4 ROOF FRAMING WITH 2x6 RIDLE RAFTERS NEW 2x6 RAFTERS EACH SIDE OF EXISTING RAP'I'ERS P Ot. pit? -A-1 L 2x4 RAFTERS 4 CEILING JOISTS AT 24" OjM 0019 . T & 0 0s't3 ;.�4xM BEAM IX2 CW21 AT WITH R -frl B 2x4 EXISTING pi Az 12" MO OVER EXISTING CEILING SMAT14 NG 11/2" DIA HANDRAIL -3/4" APA APPROVED PLYWOOD TREADS 4 W&x12 BEAM 4x4 POSTS, BOLTED TO 4x6 TYP BEAM WITH $/8" BOLTS AT 24" O.C. PEK PO TA IL 2x12 STRING r a BUILDING &EC 1/4 OOKINCx SOUTH IL WIOx22 BEAM `- PAINTED a �— BRA T- 1 LT. TO WALL AND UJ10x2 PIFR G 15 7 It APA APP RO PLY11100D OOR SHEATI.IING. 1 6117ACM0t JOINTS AND IVA(I,,..vv/ Woe G''nIC4 15DcIC 12u0#-C. P C Q c- em Norm I I G� NE Mq y 7 ' � EX ISTING POLINDATIO. N CI1Y OF WILA M AY 5 2005 PERMI CENTER DORCzAN RESIDENCE 13024 41St: AVENUE S tUKIUILLA, lUA 206- 221-3231 DRAIUINCrt "I n I�r� I ;I�x1 II I III I�I I`I 1�1� I�I IIIIjI ^ i I 1�I I I -1_ Ij �_:_III ._. I � � 1 JT1 J q { - Inch 1/18 , e y ° t A 1� 3 3� r ) 5I 6 1 V I ' I � � 1 O � � ] 6 " r )N + I I 9 x� h. ') IIIL III, 7 1 11 I�ILLLi iILI�IIIIIIIII�IIIII TIO EXISTING 2x4 ROOF FRAMING WIC 2xb FUDW RAMRS EXISTING COhIPObItION M310 REMAIN PROVIDE ID BQUARE PEST OF SCREENED VENTILATION NEW Zxb RAFTERS EACH SIDE OR EXI8TIN4 RA OVER 6' IN LENGTH 1 I/1 TYP 11 T$ { I exietn� zxa RAFTERS wirN z� RIME RARTBRB t0 REMAIN F +� ION � IL ADD METAL HURICAIN TIER AT EACH RAFTER TED =; • H�S BU 5ECTI 1/4 OOKING A5T C® EV IEWE,D ro �E coMP,IANc E MAY 17 2005 fY OF TukU • . CRY OF TUKWILA MAY - 5 2005 PERMIT CE NTER DORGAN RESIDENCE 13024 41ST AVENUE S tUKIUILLA, WA 206 -221-323 DRAWING 8 I 1 r Inch 1/18 IIIIII�II���LL���LLI���IIII�I IIIIIII!- U_��IILLLIILLLI `- DOUBLE TOP PLATE, TYP N -1/2" OVER EXISTM CEI SWEAT14ING 4x12 BEAM BEYOND lX2 DM AT EACH 2x4 EX TING lool EXTERIOR WALLS TUD IW T R- I EXTERI tERI WALLS, p COVERSD WITH 112 SHEATI -IING, - _ WALL INSULATION 2x tUpB 16" OTC. 40 PAPER AND DROP SIDING, TYP ' 1/21' G am• T om' S E t PLAT'S B PLATE, Zxb FLOOR JOIS AT 1�6" 44 A A vED OZ. wuwx BEAMS FL SHE THING, 8T, R WITH LUP S TIE J01 FS /PX9 C11 =�v, At R SOLID BLOCKING TO JOIST HANGERS, TYP ir R -19 FLOOR - -: -� R 1 puw INSUL, TYP PRESSURE TREA TED SILL PLATE �p WITW 1/2 "x1O" MIN CxdL V AJ3 �n 4x4 TYP PER PC A" WITH NUT'S AND 2x2x3/16" WASNERB EXISTING xbx8 CONC• PB ' PLINTH, TYP POS q15 TIE GRADE FL OOR •;•.; !,:•�.•_ t. fi .r.•• :: ~ �, :. t •1i..,: '•i, Y•. `h ,t:.. • •'• " '•••.. ... EXISTING FOLNDATION ' 30" SOxto° C tING 20 -0 WITH S REBAR AT 0" EACH WAY UNDISTURBED EA BU 5ECTI 1/4 OOKING A5T C® EV IEWE,D ro �E coMP,IANc E MAY 17 2005 fY OF TukU • . CRY OF TUKWILA MAY - 5 2005 PERMIT CE NTER DORGAN RESIDENCE 13024 41ST AVENUE S tUKIUILLA, WA 206 -221-323 DRAWING 8 I 1 r Inch 1/18 IIIIII�II���LL���LLI���IIII�I IIIIIII!- U_��IILLLIILLLI Pr 0 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003 EDITION) . 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD FLOOR LIVE LOAD (RESIDENTIAL ) • . . . . & . ' . . . . • • • • 25 PSF SNOW . . . . . . . . . . . . . . . . . . . 40 PSF WIND Pf =25 PSF • Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "Bit EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 4.4 KIPS SEE PLANS FOR ADDITIONAL LOADING S CRITERIA 1'0, Ss= 140.6, Cs =0.167 , R =6.5 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,- TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE CORRECT OR GEOTECHNICAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE. ' 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) . • . .55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) . . CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI (SPECIAL INSPECTION IS NOT REQUIRED.) AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. 12. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE-THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO,, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF 'MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL.AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. CONTRACTORS,. OR OTHER E ENTITIIES OR PERSONS S AT E THE D PROJECT SIT OF THE O f-N OR _ CT SITE . R.VI *CE 7 . CONTRACTOR - INITIATED C��' C®M� CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCH TECT ' -,i►I, AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUC ION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS 'REQUIREMENT. A 1'7, ®Q5 8. DRAWINGS INDICATE GE AND TYPICAL DETAILS OF CONSTRUCTION. RE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT T IIa REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. CIt�,,i��N► 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIEDD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 40, fy = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 60, fy = 60,000 PSI - WELDED WIRE FABRIC SHALL CONFORM TO ASTM'A -185. SPIRAL REINFORCEMENT SHA BE PLAIN WIRE CONFORMING TO ASTM A615, -GRADE 60, fy = 60,000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD'BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CmT , VET AY a 5 FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED l*ER mrr cE Nr ER TO EARTH ' . • . . . . . . . 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER •( #6 BARS OR LARGER). 211 FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) . . 1 -1/2" SLABS AND WALLS (•INT. FACE). . ..GREATER OF BAR DIAMETER' PLUS 1/8" OR 3/4" 15. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 8" WALLS #4 ® 12 HORIZ. #4 0 18 VERTICAL 1 CURTAIN L IIIA I III1A Inch 1/16 '2 v I i l I I� LI I I I LI I �I��,LI I i l I I I I J LLI I LLLIIII I I I I LLLI I�LIJJ (_lLl.l.l. I I111�ILIVIII(�III( PF 0 n 16. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH E CAE I N- PPLACE AND R PRECAST. ANCHORAGE 17. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICBO REPORT NUMBER ER -3631, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. 18. EPDXY- GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING SET �� HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. ER- 5279. ER -5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED FOR ANCHORS USED AS HOLDOWNS. RODS'SHALL BE ASTM A -36 UNLESS OTHERWISE NOTED. WOOD 19. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS: HEM -FIR NO. 2.. MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) ,BEAMS: ( INCL . 6X AND LARGER) POSTS: (4X MEMBERS) (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1• MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, -Fc = 1350 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 20. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER.SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR 24F -V4, Fb = 2,400 PSI, Fv 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000" RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 21. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR• GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2 / (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 22. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 23. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT - GALVANIZED PER ASTM A653. FASTENERS AND TIMBER. CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" .BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2004. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE "CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN•EACH MEMBER. ALL SHIMS SHALL BE SEASONED AS MEMBERS CONNECTED. AND DRIED AND THE SAME GRADE (MINIMUM) 25. WOOD FASTENERS NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE Mph SPECIFICATIONS: SIZE LENGTH 8d 2 -1/2" 16d BOX 3 -1/2" DIAMETER 0.131" 0.135" FOLLOWING em. OFE�� p KVN/�,q FlAY - 5 zoos P eMir c� a IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SUBMIT FOR REVIEW AND APPROVAL. NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTI7N) NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING .SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 1 01 1 111 II ll ICI; Inch 1/16 4 2�; 1°10 A3� 5 6 t I �f r �l•it i. M�}o""'`h v rrp . ,YC + la ii����l������ilai i iuil ili, �u ���fflff��i�. ���f�l ��II•Llllll��f�f�fil��ii� ppr B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 26. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN 'ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE. AND. LOCATION OF ALL OPENINGS WITH -MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON- CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' - 0" ON- CENTER EMBEDED 7 MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1'/4" TYPE S OR W SCREWS @ 8" ON- CENTER. UNLESS INDICATED OTHERWISE, 1 / 2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS .@ 6" ON- CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN SUPPORTED EDGES) 'AND * TO ALL INTERMEDIATE' STUDS AND BLOCKING WITH 8d NAILS @'12" ON- CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND'OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS-IN FLOORS. OR,ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL.BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d ® 12" ON - CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR -TO SUPPORTS AND NAILED AT 6" ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON- CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD. EDGE CLIPS CENTERED BETWEEN JOISTS/ - TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T &G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d ® 12 ON- CENTER UNLESS OTHRRWISE NOTED. 11111 fIil=i..I,Ii 1lIIII Inch 1116 i(IIfI;I PLAN NOTES I. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 2. TYPICAL INTERIOR SLABS SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6X6 W1.4XW1.4 WWM CENTERED IN SLAB. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS. 3. TYPICAL FLOOR FRAMING CONSISTS 3/4" T &G PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER TJI FRAMING PER PLAN. NAIL SHEATHING WITH 8D AT 6 "O.C. EDGES, 12 "O.C. FIELD. 4. TYPICAL ROOF FRAMING CONSISTS OF 1/2" CDX PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER 2X12 AT 24" O.C. NAIL SHEATHING WITH 8D AT 6 "O.C. EDGES, 12 "O.C. FIELD. 5. PROVIDE H1 HURRICANE TIE EACH END OF ALL ROOF TRUSSES. 6. HEADERS SHALL BE PER PLAN. . . 7. PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND BEAMS OVER 49-off IN LENGTH, UNLESS NOTED OTHERWISE. 8. ALL EXTERIOR WALLS SHALL BE SW1 UNLESS NOTED OTHERWISE. 9. PROVIDE AC, ACS, LPC, OR LCE COLUMN CAP AT ALL BEAM TO COLUMN CONNECTIONS. 10. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. REVIEWED FOR - CODE COMPLIANCE APPROVED MAY 17 2005 City Of Tukwila BUIL DI VISION CITY KILA M AY - 5 2005 PERMIT CENTER GEN s IIIII�lllllllll�lllli 1 cr) N � 7 Y - J - X14 p Cn U 2x OR LSL 16d NAILIP PER SCFED � 16d NAILING PER CrUMa Shearwall Schedule 000000 160 NAILING A35 0 24 16d 0 4 oc A35 016"oc PER SCHEDULE Mark Sheathing Panel Edge A35 0 Toc � -iv � Nailing 2x NAILER SWI IJ2" CDX PLYWOOD 8d 0 6"oc SW2 1 /2' CDX PLYWOOD 8d 0 4 "oc SM 4 SW 1 /t" CDX PLYWOOD 8d 3"oc SW4 4 1 /7' CDX PLYWOOD 8d 0 2 • 111 al r Ddd 8 PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 do SW4 VAM r ri SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 2o6.406212 tax zo rme I Shea Schedule - File I W O - - I Scale 13/4" = .1 - One Si Boxes I Tw BLOCKING BTWN. JOt (2)16d TOE EA. JOIST 2x BLOCKING BTWN. STUDS Top Plate Connection if TJi if 2x or LSL 16d 0 6'oc A35 0 24 16d 0 4 oc A35 016"oc (2} ows 16d 0 6'oc A35 012'oc (2kows 160 0 4 "oc A35 0 Toc OO BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d O 12"0.c. © 8d NAILS SHALL BE 0.131'0 x 2 (common) – 16d NAILS SHALL BE 0.13TO x 3W (box) 03 EMBED ANCHOR BOLTS AT LEAST r EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH C EMBEDMENT. - ALL BOLTS SHALL HAVE 2"x 2"x PLATE WASHERS. ,O 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 do SW4. REFER DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES. O TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. STAGGER NAILS AT ADJOINING PANEL EDGES FOR SW6. © ALL EXTERIOR WALLS SHALL BE SWI, UNLESS NOTED OTHERWISE. O 7 1is' O.S.B. -MAY BE SUBSITUTED FOR 1(2" COX. © LTP4'3 MAY BE SUBSTITUTED FOR AW3 AT CONTRACTORS OPTION. OO A 2x NAILER ATTACH ED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. AsX.- 6PAC -mzrr Peg Pch*41 File l Wo -09 -02 PANEL EDGE NAILT"" ^r SHEARWALL BELOVI JOISTS PER PLAN TOP PLATE CONNE W/ A35's PANEL EDGE NAIL] SHEATHING PANEL JOINT — W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING Base Plate Connection �. at Concrete 16d 0 Coc WW 16d 0 4"oc Qm s � 3 WO A.B. 016"c M CM Q � -iv � < 47 (bJ ® / -te r -D,� i) a SWENSON SAY FAG ET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite ioo - Seattle, WA 98121 ph: 2 o 6 .443.6212 fax: 206 -443.48 70 File l Wo -09 -02 PANEL EDGE NAILT"" ^r SHEARWALL BELOVI JOISTS PER PLAN TOP PLATE CONNE W/ A35's PANEL EDGE NAIL] SHEATHING PANEL JOINT — W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING Base Plate Connection at Wood at Concrete 16d 0 Coc WW 16d 0 4"oc WO A& 0 32'c 16d 0 Ac WO A.B. 016"c (2�ows 16d 0 4 WO A.B. 012'c n Scale 1 3/4 = 1 -0t Ir rtie I T Shearwali Construction JOIST BAY BLKG. 0 4+ 2x BLOCKING BTWN. STUDS Typical Shearwall Construction &. I Tw. Detd A SEE SHEARWALL SCHEDULE FOR ALL NAILING AND ®< CONNECTIONS, NOT OTHERWISE NOTED -� m � � C:3 < 47 zrn ® a -D,� i) a M Scale 1 3/4 = 1 -0t Ir rtie I T Shearwali Construction JOIST BAY BLKG. 0 4+ 2x BLOCKING BTWN. STUDS Typical Shearwall Construction &. I Tw. Detd A I FA 4 ow N •. t i J t sr W -1 C N BOTTOM CHORD SPLICE (D PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE (2 ) BASE PUTS NAILING PER SHEARWALL SCHEDULE (3 ) 16d A 8'oc E f WALL PER PLAI MENSON SAY FAGET k STRUCTURAL ENGINEERING CORPORATION ,124 Third Avenue - Suite loo - Seattle. WA ; 98121 Ph: 206.443.6212 fax: 206.443.4870 i1e ( Wo -0 9 -03 Scale , 1 /2 _ 11 -011 rrtle I Typical Shearwall Intersection (8)16d 0 4 "oc STAGGERED AT EACH SIDE OF SPLICE TOP CHORD SPLICE 6' -0" min. BE TWEEN SPLICES :x O T '- om E - O wAg � z m - a q= O m e= C) SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle. WA 98121 ph: 206.443.6212 fax: 206.443.4870 6' -0" min. BE TWEEN SPLICES File I W/0 - 0 9 -05 Scale 13/4 = 1 ` -Q" SHEARWAU. PE° na am T SHEARWALL !6d A troc Al MER WALLS NTERSECTING I see left if shat 16d ® 12 "oc STAGGERED ELSEWHERE �---- SPLICE TO OCCUR AT OF VERT. STUD TYP. Typical Top Plate Splice r I Ty p i cal yp cal Top Plate Splice Typical Shearwall Intersections Boxes C TWO stnvm. I ()na :x O om E - O wAg m --i m z m - a q= O m e= SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle. WA 98121 ph: 206.443.6212 fax: 206.443.4870 File I W/0 - 0 9 -05 Scale 13/4 = 1 ` -Q" SHEARWAU. PE° na am T SHEARWALL !6d A troc Al MER WALLS NTERSECTING I see left if shat 16d ® 12 "oc STAGGERED ELSEWHERE �---- SPLICE TO OCCUR AT OF VERT. STUD TYP. Typical Top Plate Splice r I Ty p i cal yp cal Top Plate Splice Typical Shearwall Intersections Boxes C TWO stnvm. I ()na 1 9 Cn -iN7 _ A35 (a OMIT 4 (6)16d TYP. S V AM P rrAd SWENSON SAY FAGET A STRUCTURAL. ENGINEERING CORPORATION r=4 Third Avenue - Suite too - Seattle, WA 98121 Ph. zo6.443.6zm2 fax zo6.443487o . nie l wo- o9 -a4a smo 3/4" = I I -on '. DOUBLE TOP PLATE A OR HEADER PLAN ZE OPENING IS LESS 11 1m , 6' -0' PROVIDE (1). BEARING STUD U.O.N. Typical Header Support me I T ypical Header Su OLOT, 0 P o�q - -q — - r ~ o Cn -iN7 _ A35 (a OMIT 4 (6)16d TYP. S V AM P rrAd SWENSON SAY FAGET A STRUCTURAL. ENGINEERING CORPORATION r=4 Third Avenue - Suite too - Seattle, WA 98121 Ph. zo6.443.6zm2 fax zo6.443487o . nie l wo- o9 -a4a smo 3/4" = I I -on '. DOUBLE TOP PLATE A OR HEADER PLAN ZE OPENING IS LESS 11 1m , 6' -0' PROVIDE (1). BEARING STUD U.O.N. Typical Header Support me I T ypical Header Su OLOT, 0 P m � m c» c m o Jr OR ST) GENERA .9M MENSON SAY FAGET STRUCTURAL ENGINEERING CORPORATION 124 Third Avenue - Suite loo - Seattle, WA 98121 h: zo6.443.6zu fax: zo6.443,g87o �W F 0 -02 -02 Scalo 13/4" = 1 ' -Q NLL PER PLAN A � �� �r�rt�+<<� . IT) P.T. 2x PLATE W/ A.B. A. 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