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HomeMy WebLinkAboutPermit D05-192 - STENSON RESIDENCE - WINDOWS AND GARAGESTENSON RESIDENCE 14112 57 AV S D05 -192 City o. `Tukwila r / Department of Coninwidty Development a l 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 wN w '. 2 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tulnvila.tiva.us DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director- Parcel No.: 3365900775 Permit Number D05 -192 Address: 14112 57 AV S TUKW Issue Date: 11/03/2005 Suite No: Permit Expires On: 05/02/2006 Tenant: Name: STENSON RESIDENCE Address: 14112 57 AV S, TUKWILA WA Owner: Name: STENSON FRED LEE Phone: Address: 144 SW 153RD ST #C, BURIEN WA 98166 Contact Person: Name: LEE STENSON Phone: 206 241 -7738 Address: 1801 S 93 ST, C -27, SEATTLE, WA Contractor: Name: F LEE STENSON INC. Phone: 206 241 -7738 Address: 1801 S 93 ST C -27, SEATTLE, WA Contractor License No: FLEESI"122CA Expiration Date: 03 /07/2007 DESCRIPTION OF WORK: REPLACING WINDOWS ON EXISTING HOUSE AND CONSTRUCTING NEW 3 CAR GARAGE WITH LIVING UNIT ABOVE. For surface water consideration, project adds approximately 850 SF of effective impervious surface. Roof downspouts will go to splashblocks with a minimum flow path of 25' to property line. Energy dissipation will be installed at each splash block that flows to a 10% or steeper slope. Erosion prevention and sediment control best management practices will be installed at the clearing limits to prevent sediment from leaving the construction limits. Value of Construction: $115,140.65 Fees Collected: $2,280.98 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N 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: Y Volumes: Cut 80 c.y. Fill 90 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N doc: IBC- Permit D05 -192 Printed: 11 -03 -2005 Z Z �w QQ J UO CO co W J = F- (0) U. w J LL Q' rn = �w Z F- r- O Z F- w �5 U0 O N o11-- W H U- - 0. W Z co OH Z City 6. Tukwila Steven M. Mullet, Mayor Department of Commimity Developuew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwilama.its N Profit: N N Private: N * *continued on next page** Steve Lancaster, Director Non - Profit: N Public: doc: IBC-Permit D05 -192 Printed: 11 -03 -2005 Z W. J U" U O CO oil CO N LL W O: LL Q. CO) F=- _ t- O' Z H �p U 'O CI) 0 E- W W. tL O uj Z' U N: O Z . O �2 1908 City o Tukwila Department of Community Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.us Permit Number: Issue Date: Permit Expires On: { Steven M. Mullet, Mayor Steve Lancaster, Director D05 -192 11/03/2005 05/02/2006 Permit Center Authorized Signature: v fir', C�� (/ ��✓` Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D05 -192 Printed: 11 -03 -2005 Z Z W J U UO O wi U LL WO U. U) d =W �- O. Z 25 D ON O F- W W. H U. LL ~O. .. Z UN F= _ O Z City of Tul�wlla race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 3365900775 Permit Number D05 -192 w Address: 14112 57 AV S TUKW Status: ISSUED Suite No: ¢�¢ 2 Applied Date: 06/07/2005 J U Tenant: STENSON RESIDENCE Issue Date: 11/03/2005 c) O C/) wX 1: ** *BUILDING DEPARTMENT CONDITIONS* ** _J U. LLJ O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center N a = (206/431- 3670). W ~_ 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z O start of any construction. These documents shall be maintained and made available until final inspection approval is w w granted. g D U� 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall o bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site — and available to the building inspector for inspection purposes. w = w 6: All construction shall be done in conformance with the approved plans and the requirements of the International U- O Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6i Z U 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any p (_— requirements for special inspection. z 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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. 12: 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. 13: 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. 14: 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. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -192 Printed: 11 -03 -2005 V 1J 'tq r s I City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: 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). f i 17: 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). 18: 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. 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS* ** 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 24: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. * *continued on next page ** doc: Conditions 005 -192 Printed: 11 -03 -2005 z 11-: i� w �U 0 Co o. w= J CO W w U_ ca D V 0 F . w. z E- 11,_O. z F_ W UJ Do U O co w H �. tL O .. z w U= ~ - z 1•. •.f t ,; Iti ..1�.1:' 'irr'fi:'' t %: U. F,!i. • -.,.� ��,'',;,.. „ai, ,ksc.` .�. .ti:,y�:tn•��a.�.. r`w iS�ac F,rth�.,��ss3 ..jibr. �F�k.b'Y .�1'is.. �h drs,4�`hYYr +�h, �+}.� i,`:1ta.sjiru.C,t. .�. "�; .. t, .�.�.q. +7�k'rse.uihi.k: i�'3, �:�?4:,is'4.cG; W City of Tukwila INS Department of Community Development 16300 Southcenter W., Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 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. Signature: ? Print Name: !� !� /` �1 /.� -�l•ls a�/' 1 Date: z !� w', � u� D U Cl) 0. J = H CO L wO L L CO D = d, �w Z r- O. z �- U� , N. 0 H, = U r- —. U- �- O. �z O ~` Z doc: Conditions D05 -192 Printed: 11 -03 -2005 tu, w CITY OF TUKWIL4 Community Development it lrtment Public Works Department Permit Center rsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PERMANENT FILE COPY Building Permit' �. lg� Mechanical Permit No W Public. Works Permit No. Project No: (For qJf1ce use only) 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' CONTACT PERSON Name: s� ,L' S'T�iIiSLJAI Day Telephone- - - .2IV/ - 7 73e Mailing Address: ItOl .S 9-T ST G'.--2 7 G(//1 FF /dam City State Zip E -Mail Address: ��,f � S �i/S del/ (� A e- , VV2 Fax Number jg --2eV / — 773g� GENERAL CONTRACTOR INFORMATION -� (Mechanical Contractor information on back page) Company Name: / !,151&_' S; - V �— Mailing Address: / 8'O/ S RE (2 - 7 •� i9�17 - z� L!//J fl d� City State Zip Contact Person: Day Telephone: Y l 77.3 E -Mail Address: 1 S YWAIJ D `ol 0 ,4aG. Co . Fax Number: Contractor Registration Number: t )5,E.S.Z 0 " /ZZ e IJ- Expiration Date: 31 y�ZOU,? * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** AR.CHITECT'OF RECORD —.All plans must be wet 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 plans. must be wet stamped by Engineer of Record Company Name: �/1/ /ol-- Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: yennits plusllce changeslperntit application (7.2004) Page l II Z �Z ~ W tY 2 �0 UO CO W W = H CO LL WO }} �J LL Q CO D = �W z r_ I— O. Z H_ �5 U� O� � I— W W U- O W Z L) CO I-- F— Z King Co Assessor's Tax No.: 3 � � Sao ^G7 7— Q, Site Address: / ' 11o r-r7 77A 1 0 4 1 Suite Number: Floor: Tenant Name: 4 z 5 _�_ STx- -'4/ S w New Tenant: ❑ .... Yes -K..No Property Owners Name: A / S T,i!5A1S d /1/ Mailing Address: /8 0'/ -S 9 3 �2 - 02 -27. S,�A 77A� t:c//�— Yy/ L City State Zip CONTACT PERSON Name: s� ,L' S'T�iIiSLJAI Day Telephone- - - .2IV/ - 7 73e Mailing Address: ItOl .S 9-T ST G'.--2 7 G(//1 FF /dam City State Zip E -Mail Address: ��,f � S �i/S del/ (� A e- , VV2 Fax Number jg --2eV / — 773g� GENERAL CONTRACTOR INFORMATION -� (Mechanical Contractor information on back page) Company Name: / !,151&_' S; - V �— Mailing Address: / 8'O/ S RE (2 - 7 •� i9�17 - z� L!//J fl d� City State Zip Contact Person: Day Telephone: Y l 77.3 E -Mail Address: 1 S YWAIJ D `ol 0 ,4aG. Co . Fax Number: Contractor Registration Number: t )5,E.S.Z 0 " /ZZ e IJ- Expiration Date: 31 y�ZOU,? * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** AR.CHITECT'OF RECORD —.All plans must be wet 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 plans. must be wet stamped by Engineer of Record Company Name: �/1/ /ol-- Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: yennits plusllce changeslperntit application (7.2004) Page l II Z �Z ~ W tY 2 �0 UO CO W W = H CO LL WO }} �J LL Q CO D = �W z r_ I— O. Z H_ �5 U� O� � I— W W U- O W Z L) CO I-- F— Z BUILDING. PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 00 Existing Building Valuation: $ / Scope of Work (please provide detailed information): A 8AA /.Ili C.(>>A, 6 Ae 4 >�/St77As k4 er C' Q/ys ?GL L,, e,9' 3 041\ 41 y Ae iy Will there be new rack storage? ❑ ..Yes N o 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: G Floor area for accessory dwelling: — k/ *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 M..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: M.. Sprinklers ❑..Automatic Fire Alarm El ..None [�Other(specify) S /'nOkt - ' D-d-tV-e,4'0R -S Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes K. No !j' yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 1permits pluAice chsnges\permit application (7.2004) Page 2 I' Z W QQ � JU UO U U CO LU W = H C0 LL WOO W N = W ~_ Z F— Z0 5 U� O CO3 �H W H u. O Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 14 �- -� 2 Floor l5 ►- 3` Floor Mti Floors thru Basement 2 Accessory Structure* Attached Garage Detached Garage Q ' Attached Carport Q Detached, Carport O Covered Deck Uncovered Deck 3 O s o 6 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: G Floor area for accessory dwelling: — k/ *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 M..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: M.. Sprinklers ❑..Automatic Fire Alarm El ..None [�Other(specify) S /'nOkt - ' D-d-tV-e,4'0R -S Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes K. No !j' yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 1permits pluAice chsnges\permit application (7.2004) Page 2 I' Z W QQ � JU UO U U CO LU W = H C0 LL WOO W N = W ~_ Z F— Z0 5 U� O CO3 �H W H u. O Z U= O Z PUBLIC WORKS PERMIT INF ATION — 206 - 433 -0179 Scope of Work (please provide detailed information): rN tn,(_t +Ei-V /vlY� ; t! r.1 =A-e— e�,G / yDO S IJ r� a ye x. /lz�ea 5 c &2 y �lactS A e?-' /SG raa ?7P vA YA---YO 017Z)n At Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. p � , /�5' Water District ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided �YiS�'! 01 - 6D�U G00Z) �y! )2 S-7 S. Sewer District Tukwila ❑ ... ValVue ❑ .. Renton ❑ ... Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su fitted with Application mark boxes which apply): ...Civil Plans (Maximum Paper Size -22" x 34 ") ..Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis i ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance A..Construction/Excavation/Fill - Right -of -way Non Right -of -way ,r. Total Cut c9 0 cubic yards 0Total Fill !n cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor El.. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO# �� /� nN C El ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line $_ Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: 4,61 S 7; A1 -S Q h./ Day Telephone: �� ZG! '7 7 3/ Mailing Address: / K J/ S Q 3 ST C-2- 7 Si`5 -j_j_L X Gy/J- `� L' /dV_ City State Zip Water Meter RefundBilline: Name: sw/ /G Day Telephone: Mailing Address: City State zip \permits plusUcc changeApuma application (7.2004) Page 3 it I� Z f Z W. aa� _3 UO W= H W p_ WO La U) = F. W Z H O. W ~ W U� ON OH wW HF- u. O W Z to L) P = O ~. Z MECHANICAL PERMIT INFCVIATION 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: A?7� Mailing Address: PO '6 0 10 3 0 ef A� QA/ A 0 U,0— g q" ;2 7 Z, City State Zip Contact Person: ICILlIr- O Day Telephone: ti2.J 8' W E -Mail Address: Fax Number: Contractor Registration Number: A S.SC� l 04 2 3 g 0 0 ? - 7 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** db Valuation of Project (contractor's bid price): $ ?U Scope of Work (please provide detailed information): R9 /94 4 &,X— Y1S7 Use: Residential: New ..� Replacement. Commercial: New .... ❑ Replacement..... ❑ Fuel Tyne Electric.....❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <IOOK BTU / Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>1 OOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat / 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct 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 /�� 4 *6,gr; I /J <I0,000 CFM Equipment PERMIT APPLICATION NOT ES = 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 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. BUILDIN( Signature Date: 0 Print Name: Day Telephone: 5; 26�G — — 77�3p Mailing Address: 9 7 7 S64 -77Z WA_ _ 7 0 City State Zip Date Application Acce Date Application Expires:: I Staff Initials: (o- - 7 -0-5 7 IvZ - 7"V.5- I � SA - \permits plus \icc changes\permit application (7.2004) Page 4 Z �Z W JU UO U) W = F— N LL WO U? CO = W Z� E- O. w U� LLj � �_ E- W H �- O .. Z W U= O Z .Q Clt of Tule, wila face 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3 r Parcel No.: 3365900775 Address: 14112 57 AV S TUKW Suite No: Applicant: STENSON RESIDENCE RECEIPT Permit Number D05 -192 Status: APPROVED Applied Date: 06/07/2005 Issue Date: Receipt No.: R05 -01602 Initials: LAW USerID: 1684 Payment Amount: Payment Date: Balance: 1,408.02 11103/2005 03:59 PM $0.00 Payee: F LEE STENSON CONSTRUCTION INC TRANSACTION LIST: Type Method Description Amount Payment Check 015771 1,408.02 f ACCOUNT ITEM LIST: Description Account Code Current Pmts - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,343.02 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 I STATE BUILDING SURCHARGE 000/386.904 4.50 i Total: 1,408.02 89-19 11/04 V16 T017AL 15 75 - 2 doc: Receipt Printed: 11 -03 -2005 Z ¢ ;I Z �W QQ JU UO N J x CO U W O J u_ ?. cf)d ~_ Z� E- O: Z F- W LU U� O co 0 F- WW U' UO .. Z X 0 Z City of Tukwila 19C8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3365900775 Address: 14112 57 AV S TUKW Suite No: Applicant: STENSON RESIDENCE Permit Number: Status: Applied Date: Issue Date: DOS -192 PENDING 06/07/2005 Receipt No.: R05 -00841 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 872.96 06/07/2005 01:53 PM $1,408.02 Payee: F. LEE STENSON TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 7968 872.96 l ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 872.96 1 Total: 872.96 3914 06 108 9716 TOTAL 907.2 doc: Receipt Printed: 06 -07 -2005 I Z f� Z . 0 N 0: U) UJI J = �- LL W O J LL j C% H= Z t- 1-- 0. Z E-- W Ltj � p' 0� � si•- WW —O Z. CO) O Z 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 -3670 s: Project: Type of Ins ctio Address: Date Called: 0 710 G Special instructions: Date Wanted: / a. 74 - A) p.m. Requester: Phone o: Approved per applicable codes. Corrections required prior to approval. Flo COMMENTS: ! L Inspector: j Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: Date: Z 0 O' N 0 J � S2 LL G O U. co = W H ? �— z o. U O - O H =0 LL o. .Z O Z Inspector: j Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: Date: Z 0 O' N 0 J � S2 LL G O U. co = W H ? �— z o. U O - O H =0 LL o. .Z O Z INSPECTION RECORD 5 U -1 2 Retain a copy with permit INSPEGIMN N0. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188; (206)431 -3670 Project� s 6 o ^J RIG Type of Inspection: j,l,, Address: Date Called: IYII?- 5211v - S Special Instructions: Date Wanted: a.m. - Zv - dL C p�r . Requester: Phon No: _ Approved per applicable codes. Corrections required prior to approval. { COMMENTS: ` k- n ector: Date: 8.00 REINSPECTIO EE REQUIRED. P or to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re a pt No.. Date: Z W �QQ � J0 00 C0 11.1 J � �U W 0 L? = C! �W Z H Z� U� O N 0 Ir- WW S LLO W Z U= Z ;1 INSPECTION RECORD Retain a copy with permit 1 INSPEUtON NO. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: r' S Type of Inspection: rr 14 9fCt�J� Address: �y1(z Date Called: Special • Instructions: Date Wanted: a.m. .., �. p p.m. Requester: Phone No: t 1 E • i.. i I Z �Z W JU UO to 0 . co Ill J = I .- CO u_ W o �5 LL _ C'< W 2 P o. Z H W U� to O— OH W W H� I LL 0 td Z O Z Approved per applicable codes. F1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE RM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: S T r �1 So N F c Type of Inspection: ft A r co Address:. q I (L zS v Date Called: Special Instructions: Date Wanted: Requester: Phone No: d.. per applicable codes. Corrections required prior to approval. nspe r: l Date* L 58.00 REINSPEC ION FEE REQUI D. Prior to inspection, fee must be paid at 6300 Sou t center Blvd., Suite 100. Call to sechedule reinspectior Receipt IVo.: Date: i a Z Z. � W W = JU UO U0 wW J I-- CO) LL W O u_ Q N� =a �W Z �O W ~ W �p U O Cl) 0 F- W H LL O 111 Z U= O Z vv' t INSPECTION RECORD, Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =36,70 s Project: '� F Q Type of I pecti G _ Address: Z Date Called: Special Instructions: Data anted: f a. L Z� 'C� t� P m_ Requester: Phone No: Z �_— Z �W QQ JU cU 0. Lo o C0 W J H C0 L W O �� WQ = �W Z H l'- O. w U� O Co. 0 I--- WW hX- U LL H O. W Z Co O Z ❑ Approved per applicable codes. Corrections required prior to approval. ......... ... .. INSPECTION RECORD Retain a copy with permit 1 T)0 7-- . I INSPECTION NO. PE MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 - � Project 1; �— e- <.' Type of nspecti n: A )� Adc[ress: I I I Z J 1 ; Date Called: Special Instructions: Date Wanted: a P g, 7 . LA Requester: Phon N jii Z Z cr_ W 2 65 J L) C.) 0 N C0 LLI Ill x J CO) W O 2� 9-1 LL < CJ) :). Cl W z O. W �— W LLI 5 C0 0— 0 H WW LL O� ill Z C.) C0 Z 10 Approved per applicable codes. FlCorrections required prior to approval. INSPECTION RECORD Retain a copy with permit Q d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Project: S T �: A1 S d A) /� eS Type of Inspection: 1. �,d1 TM //V t!v Address: 14 5 Date Called: Special Instructions: Date Wa d: / a. Requester: Phone No: Z� z Z W 5 UO CO O CO) UJI J = CO L W O �- LL Q C13 = �W z W �5 U� ON � F- W 111 2 H Y- O tti z U =` O F- z INSPECTION RECORD Retain a copy with permitS'l� 2 INS CTION N0. PE I '. :CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06j431 =36 Project: S' TPN5UA1 c°S . Type of Inspection ..S' /d 12— s , Date Called: Special Instructions: Date Wanted , / a.m. Requester: Phone No: .:. Approved per applicable codes. Corrections required prior to approval. COMMENTS• C Inspector* A 8`00 REINSPECTION FEE did at 6300 Southcenter BI Rec fnt No.: QUIRED. Prior toihspection, fee must be Suite 100. Ca� to sechedute reinspection. ' I Date: f Z �W QQ JU UO Cl) 0 J = �W WO J W Q co) _° �w Z = F— !— O. W I-- W U� O- O !— W W I— �. �' O W Z. U U) H 3:. Z INSPECTION RECORD Retain a copy with permit �4 5'lq INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i I s . ; ;' 3 r r Project: .S r FAI '5 -i I&-' 5 Type of Inspecti / /� v v .s�I �°•�� ��. Address: Date Called: Special Instructions: Date Wanted: �/ a- m. Z / p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 1� � Inspe r: uate: $ .00 REINSPECTION FE REQUIRED. Prig to inspection, fee must be id at 6300 Southcenter Bl d., Suite 100. Call to sechedule reinspection. y R eipt No.: Date: i Z H W JU 0 NO co W J � CO) w W O UQ = a F w Z t•- 1-- O W H- 5 U O� 0 F- WW S F- LL � W Z L) Z r` INSPECTION RECORD Retain a copy with permit v • : ' INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION { 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 S: Project: Typa I ection: Address: II2 �- AV C7 Date Called: 1 , 7-1 71 1 71 05 , Special Instructions: Date Wanted: r, � y� a. �2 l� U - .m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t tt LAT I u P. - rive ,k i Inspe r: Date: E(J 58.00 REINSPECT10 , ri FEE REQUIRED.or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: Z �~ W UO CO C3 co W W= F- CO L W o 9 -1 LL CO)a x Z F- F- O. W F- �5 Ucl O CO. 0 F- W 2 F- H u. O ttl Z . C0 z 7) INSPECTION RECORD Retain a copy with permit E I INSPECTION NO. PERMIT O . CITY OF TUKWILA BUILDING DIVISION 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 5670 Prgjec�: Type f I spection: A d r ss• I (-� Date Called: i Special instructions: Date Wanted Qa.mn, Off. Requester: Phon No Approved per applicable codes. p. IJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Z 1 1-: J- Z W �U 00 (00 CO) W W 3: i t- CO) U. wo , LL W z 1 O. z �- W Ul 5 0 LLI 0. ki z co O Z 11 Corrections required prior to approval. Pr a t: p' `✓� ` , Type Inspec ion: . r 1 A j drTs: (( ��,, 1 Date Called: Special Instructions: Date Wanted: a 12L a.m. 5- Requester: COMMENTS: o v � � J , 4 Z Z �W JU UO ND Co w J f Co LL W O. 9Q N d = W H Z f.. ZO U� � F- W LLl HF U r W Z U =: O .Z INSPECTION RECORD U Retain a copy with permit INSPECTION NO. VIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206x431 -3670 i Pro je ct: Ty e�of Inspection: A dress: 1 9 , 5 A�u I SISeciAl D to Calle /0 Instructions: Date Wanted: i a.m. � / Requester: Le Phone No: - 1 6KD Receipt No.: Date: Z ;H Z �W Q � JU UO W= J � LL W0 r r J LL cf)d = W Z� ZO W U0 co_ 0 F-- WW 5. LL w Z. CO) O� Z I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, INSPECTION RECORD Retain a copy with permit , INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1.00, Tukwila, WA 98188 (20614D -3670 D Approved per applicable codes. ri Corrections required prior to approval f i L- (-- ---J I $47.0 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Inspection: C, (� Address: Date Called: Special Instructions: Date Wanted: M. P.m. Requester: Phone No: Z W W� J U UO co O W= LL WO 9Ei LL a H W. 0. Z W W U� O N 0H W W F- W Z W U U O Z � , 4 MITCHELL ENGINEERING INC • 7 821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 �4 s sip subject bb A! errors and om / ��� �I� ., r - nar authority )45r L�� �7" o / I r .i ECEIV 61 OF TU ILA SEP.._2 6 2005 _.PERMLT CENTER CORRECTION '5 r, LT R # �r OAS s REVIEWED FOR CODE COMPLIANCE Anx> onliplM OCT 1 2 2005 pp l Cl I � b 20775 j GISTElZ� z EXPIRES A-F-1 l l tw t PREPARED BY PROJECT SHEET NO. OF DATE v '� SUBJECT JOB NO. z '~ w D UO cf) o. co w C0 L w L� �_ z�. Z O.. W U o� W LF —O w z CO). O z t MITCHELL ENGINEERING INC . (irk► -� � � � �- " � � ��' r 2 � � 11� 1 �/ �l J��► 7 427,5 n, 4u-.;o ,w- ►2 2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 5 � / 5; 5 f 27.x¢ f 172 - !� 92 ar etc � X 5'0 �� )� �1/ • !�l�, _� T�-ls ��. PREPARED BY PROJECT SHEET NO. OF DATE SUBJECT JOB NO. Z H W U O, 0 ww. cl) LL w `. cf)d z F ,. z O. W �5 U � O H wW W Z U� O Z F � Y MITCHELL ENGINEERING INC • 7R - 168th Ave. edmond, WA 980 N. E. (425) 747 -1500 LETS .f t&T * 4- Vv C� /1 14rc ,,, /,o J /4-/ 4 i� i PREPARED BY I PROJECT SHEET NO. OF G DATE �""' SUBJECT JOB NO. i I z i~ Z �W QQ JU UO. CO) 0 W= J H s2LL W LL a. CO) D a �_ z f- �- o. z F-. U� O N D 1- =U ..o .. Z W U =� O z MITCHELL ENGINEERING INC* •� I wc1A �� • ,b 7821 - 168th Ave. N.E. 'Redmond, WA 98052 (425) 747 -1500 I '5CS4�- VPWrA�CA rAe, �;(Al cl"D 15 r aic'& 4"sisTI LL. • . Vt5 v� P Arv a. A . - '�= I ► 2 t X 05 f� (j tD L v �JL►5�1� �5 u.l�� C��, — �C� � z ( -V "4 1.1 z .� . .d�- ? PREPARED BY DATE I LI 6 \1),A7 irw -• I K- ,(�7�7 1 o is PROJECT �satj SHEET NO. 4 -- OF SUBJECT JOB NO. .Z �a W W �, 0 Uo W3 J F- N u. WO u. a co d Z� I— O. W 25 U O - 0 F- W w �U LL Z 0 Z 1 r MITCHELL ENGINEERING INC • 7 821 - 168th Ave. N.E. Redmond, WA 9 052 (425) 747 -1500 45. 1 2, 9 A Y)Ay Ae- s#2 2 ��7 Z Z �w QQ JU UO N W= J N L w O'. L a V/ D W. Z� Z LU U� ON o� w w �O Z: U =; OH z :. 1 �7� ���s ' PREPARED BY PROJECT SHEET NO. OF v DATE W _` SUBJECT JOB NO. �� `'�` SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 4/Ft Edges Studs TopBtm. Plate Blocking Req'd. G14 6d 1 4" 4 4 No 125 PI-6 8d 6 11, 12" 6 " Yes 210 P1 -4 8d 4 12" 4 Yes 310 P1 -3 8d 3 12" 3 " Yes 400 P1 -2 8d 2 12" 2 Yes 525 P2 -3 8d 3 12 3 Yes 800 Shear Wall Notes: 1. G1 - Gypsum wallboard one side of wall. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For Pl -3 , P1 -2 and P2 -3 shear walls use 3x studs at adjoining panel edges, at adjoining panel edges and mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 4. Nails shall be 8d common. 5. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 6. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 7. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 8. Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connections. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN . K A THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. STRUCTURAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS ROOF------------ - - - - -- 25 PSF FLOOR---------- - - - - -- 40 PSF DECKS---------- - - - - -- 60 PSF LATERAL WIND------------ - - - - -- EXPOSURE B; 85 MPH SEISMIC - --------- --- SITE CLASS "D" FOUNDATIONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' - 6 " BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN-PLACE CONCRETE (SPECIAL INSPECTION NOT REQUIRED) F'c = 3000 PSI @ 28 DAYS. 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH' EMBEDMENT INTO CONCRETE AND MA30MUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER BARS AND GRADE 60 FOR #6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINDAUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINDAUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINEVIUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING NRNIMUM COVER: �J7 z �Z �w JU 0 0 N az � w 0 ua U) D = cy �w z F- 0. z f-- w w UO 0 - o � w w' F- LL 0 ..z w co) o F- z t t 850 PSI 4X BEAMS DOUG FIR[LARCH #2 -- -Fb = 850 PSI CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH # 18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES EXPANSION AND EPDXY GROUTED ANCHORS: EXPANSION ANCHORS INTO CONRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY INSTALLED IN ACCORDANCE WITH THEIR RECOMNINEDATIONS. EPDXY GROUTED ANCHORS SHALL BE INSTALLED USING "SET" EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ALTERNATE TYPE EXPANSION AND EPDXIED ANCHORS CAN BE SUBSTITUTED WITH APPROVAL OF OUR OFFICE. STRUCTURAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN CONFORMANCE WITH I.R.C. SECTION R319.1. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST HEM -FIR #2 ------------ Fb = 850 PSI 4X BEAMS DOUG FIR[LARCH #2 -- -Fb = 850 PSI 6X BEAMS DOUG- FIR/LARCH #2 -- - -Fb = 850 PSI COLUMNS DOUG- FIR/LARCH #2 ---- Fb = 850 PSI LUMBER NOT NOTED DOUG- FMuLARCH #2 ---- Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1. FASTENERS INSTALLED IN PRESERATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER I.R.C. SECTION R319.3. 5 R - I z Z �w 0 NO co w J = F- co w w uQ co �. = W z �. �0. z w 0o U O - 0 t- w u' O .. Z . w U= o �- z FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT z INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE z JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. w D ROOF SHEATHING o SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, N w INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS � � SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON D o w CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES 0 SHALL BE BLOCKED WITH 2X WOOD MEMBERS. J u- cl) WALL SHEATHING _ d SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. uj Z PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d p NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE w ~ w SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. o U GLUED- LAMNATED TIlWBER o F- LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS w w GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv - 225PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF Z' CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A_I.T.C. STANDARDS w cl) 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE o ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO z FABRICATION. FLOOR FRAMING PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X10. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER- BEARING WALL FRAMING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X810DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d r1 q .:.: �.�. .:1;, .:; Y. a. c.::: a.%...:: s.. �,.., itii ;i;!:ist�:ia..:'Avii�ti'�ii�•t� :r.�,: ,;:.^ ..C�.w:c`:�`..,&+e'.' I NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR- TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. PRE - FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 11U(o z ;= w J U UO N o: w W. 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O� Z 1 PREPARED BY PROJECT �� SHEET NO �12 i . OF DATE / SUBJECT JOB NO. ,.7 i i 1 PREPARED BY 5TL PROJECT SHEET NO. OF ci DATE SUBJECT JOB NO. Z Z W W� J U. UO cl) U) LLI J = F- c/) O LL W Q. co _cy �. W z H I— O .z I— W �p U O N o �. WW z H� LL O W z O F- � z MITCHELL ENGINEERING INC* ✓ it 4a� 7821 - .168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 ,27�t�r,�41 /U,4� L 14 PREPARED BY PROJECT SHEET NO. OF I 4 � ,5 � DATE Z i� E SUBJECT JOB NO. it 4 IVALL Z W �2 J U.' UO cl) W =. J F. N LL W O �d = W 1-0. Z�- W �o U O N :0 h- W w H U LL W Z co O Z t':PA� 1 toj o sac Ti i h , �Ar� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 4. 15 OF PREPARED BY PROJECT SHEET NO. DATE �`� SUBJECT JOB NO. l Z �U U N W= J f.. cl) LL w 0. 9 r, lL Q cl) =d Z i— O. Z f- W U� ON � H ul W LL O l�l Z co z �[q� A 4'l. Q PREPARED BY PROJECT, DATE �✓ SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. i1:24wo OF JOB NO. �5 t?, /7 Z H W w w. JU U U 0. co w J x N LL WO 9 -. LL Q co) = W Z� Z I— � p' U W W` �- O w Z Ur O Z MITCHELL ENGINEERING INC . 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 1 /4 i r PREPARED BY PROJECT SHEET NO. OF DATE SUBJECT JOB NO. v z . F''. '~ W " t U O' �o N u. W O, LL ca W z� �O: z E- 2a U� :O �. W W: �U W z co O :z a. i r ti 1 r MITCHELL ENGINEERING INC* 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 At * �J w/ Au. �lAt W s T ��r tcvd- eel ria;-1 hi/Alts PREPARED BY 41 1 PROJECT SHEET NO. OF / L DATE ` 2 SUBJECT JOB NO. 45 &!:V 'Z Z. ce. JU UO U J � LL W O L Q = d �. W Z = H F- O. 2 1-- �5 U� O N 0 h- WW ~ F �' O lU Z U =: O ~. Z MITCHELL ENGINEERING INC. �40- WALJ, 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 l 5T Z W W Q � 2 JU UO to 0: W= J � LL. LU O LL Q LLJ Z H F- O. z F- LU LLj U� ON D E- u! LLJ 2 LL F- N. U =. o� z MITCHELL ENGINEERING INC . � WALL I`�Arl 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 pup 20_ 43W PREPARED BY PROJECT SHEET NO. OF DATE ` a ✓ SUBJECT JOB NO.� I Z Z �W UO CO o. W = J F- N LL W O Q _ d. �W Z� 1- O ZH �0 U O� :0 F- W 2 -0 w o� z MITCHELL ENGINEERING INC • 7 821 Redmond, WA 9 052 (425) 747 -1500 jar 7Lv ��� 4 21 Z Z W JU UO L 0 U �L w O cod S W �- �o U ON O F— W LL S —0 wZ co O ~. MITCHELL ENGINEERING INC - T-��o� 0 0 0 0 --"7— 24 -/ -d 22 �5g cz � /v>" -- s=u ,, . t PREPARED BY PROJECT SHEET NO. 32 OF DATE U SUBJECT JOB NO. `' 11 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 ajb4 1Fez r° (: t c'' .... A!_ - Z Z W UQ W W cl)LL W u Q N _ d W Z H Z O 2 5 D� U o� W u. O w Z U =, o�. Z r I MITCHELL ENGINEERING INC . 4 11 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 f c f z W UO N 0 Ul J � LL WO LL._ N = W Z� Zo 2� U ON D I-- WW H C.): LL O' Z UN O Z 1 i 7 r MITCHELL ENGINEERING INC . CiA . , G i, 1� r 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 T{��55 4:�A IV4 VvALL 24 i PREPARED BY PROJECT SHEET NO. OF DATE �`'� SUBJECT JOB NO. 1 z W � D UO ND J � �LL W LLQ cl)d = W z �.. o. z � 25 U o �' 0 t- w F— U u 0 : 111 co O z 44 { r 1908 September 29, 2005 Lee Stenson 1801 S 93 St C -27 Seattle, WA 98108 l City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D05 -192 Stenson Residence —14112 57 Av S Dear Mr. Stenson: This letter is to inform you of corrections that must be addressed before your development permit(s).can.be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments.from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo: Please address the attached comments in an itemized format with applicable revised plans, -specifications, 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. Corrections /revisions must be made in person and will not be accented through the mail or by a messen -cer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel , Je ni'er arsha 1 it echnician encl xc: File No. D05 -192 P:Vennifer\Connction Letters \D05-192 Correction Lu 42.DOC jem Z Z �w �U UO (I)o J = H �w w J L_ co)d =w Z �— I— O Z w D0 U ON OH_ w w F- 6 0 itl Z U= O� Z 6300 Southcenter Boulevard, Suite #100.* Tukwila, Washington 98188 • Phone: 206 -431 -3670 * Fax: 206 - 431 -3665 Determination of Completeness Memo Date: September 27, 2005 Project Name: Stenson Residence Permit #: D05 -192 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 11 x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) A) The following items # (3), (4), and (5) are not addressed per the previous letter. Before the review can be completed, revise the plans to show all items (indicated below) addressed and complete: 3 Revise the plans where the smoke detectors shall meet the following code requirements: (R313.1 Smoke ' alarms. R313.2 Power source.) SHOW ON THE PLAN a) Smoke alarms shall be installed in each sleeping room... b) Outside each separate sleeping area... c) On each story of the dwelling... d) When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarm in the individual unit. e) In new construction the required smoke alarms shall receive their primary power from the building wiring... wiring shall be permanent without disconnecting switch ... when primary power is interrupted, shall receive power from a battery. 4 Sheet (A5) details, wall section (A), rigid insulation under slab requires R -10 and R -38 attic insulation. 5 Sheet (Al) stair notes & sheet (A5-1) stair section detail, the stair tread shall show 10" minimum stair -tread requirements measured from the foremost proiection of each adjacent tread leading edge. Maximum stair -riser height shall be 7 -3/4 ". (R311.5.3) B) The "Structural Notes" on sheet A -5 for LATERAL shows the wind speed 80 mph. and seismic zone 3. The plans shall show corrected notes where the wind speed for this area is 85 mph. and seismic zone is D -2. Carefully review all notes and details for code compliance before resubmitting the revised plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. _ Z Z �w QQ JU UO U) (D LL w LLQ �D = �w z F- z o. W W U o CO_ f- wW U- O w Z U= o Z Mf w i-- City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Lee Stenson 1801 South 93` Street, #C -27 Seattle, WA 98108 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -192 Stenson Residence —14112 — 57 1h Avenue S Dear Mr. Stenson: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions regarding the attached memo. 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, t f i 4 Brenda Holt Permit Coordinator i F encl xc: File No. D05 -192 PAp1anninglbrenda\D05 -192 — correction Itr #Ldoc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 431 -3670 Fax: 206-431-3665 �r 4 Z W 2 D UO Cl) D J = �w LL -:c rn D = �W Z E- t— O. Z F- w LIJ Do U N. 0 2U �1-- �- O W Z U O Z a Building Division Review Memo Date: July 20, 2005 Project Name: Stenson Residence Permit #: D05 -192 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be orig inal signed wet stamp not copied.) 1 The brace walls do not meet code requirements. The 2003 IBC R602.10.11 wall bracing for Seismic design Categories D1 requires spacing between brace wall lines shall not exceed 25 feet. Revise plans to meet the requirements of the code or provide engineering with calculations. Show engineering with details on the plans. (IRC R106.1, Section R602 and R602.10) 2 The garage plan sheet (A2) shows a span of the upper level addition and deck across the center of the garage where it also shows no center column support or point load flaming details that meet code requirements. (2003 IRC R106.1, Section R301 & IBC Section 2308) Engineered details shall be required for the following items: a) Provide details to show where structural fimning and seismic point loads for the upper floor shall transfer down to the foundation and meet code requirements. b) Provide cross section fimning details for the garage, upper level walls spanning center of the garage. c) Provide detail that shows what supports the lower -level bedroom floor & wall flaming in the garage. The lower - level bedroom floor shall meet requirements for crawlspaces and comply with energy codes. (2003 IRC R408 & IRC N1102.1.7) d) Provide details with calculations that qualify the garage header size shall meet requirements to support corner of the upper level. Show prescribed hardware or method of framing for front brace wall panels and beam connections. e) Provide porch - flaming details for the garage roof and porch. Details shall show porch slope, location of scuppers or drains for disbursement of water from the porch. Show detail for deck -wall construction. Show details for the type of deck surface material and flashing. (RI 06.1.1) 3 Revise the plans where the smoke detectors shall meet the following code requirements: (8313.1 Smoke alarms. R313.2 Power source.) a) Smoke alarms shall be installed in each sleeping room... b) Outside each separate sleeping area.. c) On each story of the dwelling... d) When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarm in the individual unit. ti. I5 Z W � D 00 NO J = I-- W w LLQ �D = a �w Z F- �-- O W 25 U ON o f- w UO W Z 0 o r- Z Y e) In new construction the required smoke alarms shall receive their primary power from the building wiring ... wiring shall be permanent without disconnecting switch ... when primary power is interrupted, shall receive power from a battery. 4 Sheet (A5) details, wall section (A), rigid insulation under slab requires R-1 0 and R-3 8 attic insulation. 5 Sheet (Al) stair notes & sheet (A5 -1) stair section detail, the stair tread shall show 10" minimum stair -tread z requirements measured from the foremost projection of each adjacent tread leading edge. Maximum stair -riser height shall be 7 -3/4 ". (R311.5.3) i 6 Sheet (4) joist details and joist -table are not legible due to the small size. Increase size of the detail and table fonts to a ~! consistent legible size with other plan details and lettering. (8106.1.1) Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. f z 'W w . JU 0 0 CO U. W L L �d =w z� f- 0. z �- 2 5; U� O N. 0 H W W �U LL ~O 111 Z. UN P H1 O Z / , y � 4 • 1908 June 9, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. F. Lee Stenson 1801 South 93` Street, #C -27 Seattle, Washington 98108 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -192 Stenson Residence — 14112 57` Avenue South Dear Lee: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 7, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Plannina Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. 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 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) 433 -7165. i Sincerely, I z Stefania encer i Permit Technician Enclosures File: Permit File No. D05 -192 i sks Page i T: \Links \Docs\D05 - 192 \DO5 -192 - Incomplete Letter #1.DOC 06/09/2005 z W � D JU 0 C O CO W W = U. WO u Q to = W Z F– H O. z F— �5 U� O� C) WW U tL ~O. lil z' L) O z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 .1 Determination of Completeness Memo Date: June 9, 2005 Project Name: Stenson Residence Permit #: D05 -192 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 General: On sheet (Al) & (A -5) the General Notes "Structural Notes" and plan details, reference outdated UMC, UBC codes and Washington State Energy Codes (WSEC). The Washington State has adopted the third printing of the 2003 IRC, IMC & 2003 WSEC. Examples of IRC changes are; (a) the use of 3" x 3" plates washers rather then 2 ", (Section R602.11.1), (b) wall insulation for exterior walls is now R -21 (2003 WSEC Table 6 -2). A complete review of the Code Text, details and tables should be completed and revised as necessary. 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 Tom, �~ w Q W JU UQ (n cn w J LL w o LL Q 52 D, = Z = I-- Z o. W UJ �o U O W o� ww U- O. W Z UN O Z W �O City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 1908 PLANNING DIVISION COMMENTS DATE: June 9, 2005 CONTACT: Lee Stenson RE: D05 -192 ADDRESS: 1411257 1h Ave South The Planning Division of DCD has reviewed the above permit application that was submitted on May 24, 2005. Planning cannot approve the application due to the following: 1. The property is zoned Low Density Residential (LDR). The LDR zone only permits one dwelling unit per lot. The applicant appears to be adding a second dwelling unit to the lot. In order to do this the applicant must be able to meet the Accessory Dwelling Unit (ADU) requirements in TMC 18.10.030. An ADU is only permitted to be 33 percent of the primary residence square footage. The application notes that the square footage of the existing residence is 2618 square feet. However, this does not match with the records available from King County or by scaling out the plans submitted to the City. Staff calculations show that existing dwelling is 2231.33 square feet and that ADU is 868 square feet (not the 815 listed in the application). The max size for the ADU using the 2231.33 square feet is 736.33 square feet (33 percent of the floor area). The ADU must be made smaller. 2. Revise the site map to show the location of all parking available on the property. Z z w D 0 (n 0 J = H T U- w } O QJ LL ¢ co D Cl W. z H F- O Z i--. W �5 U� oI-- wW L O id co O� Z 206 -431 -3665 6300 Southcenter Boulevard, Suite #100* • 'rukwila, Washington 98188 * Phone: 206 - 431 -3670 Fax: PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -192 DATE: 10 -05 -05 PROJECT NAME STENSON RESIDENCE SITE ADDRESS 14112 57 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: 0-1 Bu I g Division Fire Prevention F Planning Division F Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 0-06-05 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 ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 1-03-05 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: Documenis/routing slip.doc 2.28 - z i~ F w �U UO C l) ❑ 0) 111 J � �LL w� L? cl)Cy = W r z f 1= O. w �5 U 0 1-- wW LL O ..z w U= o� z °"'ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 192 PROJECT NAME STENSON RESIDENCE DATE: 09 -26 -05 SITE ADDRESS 14112 57 AV S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS- Y?— . B 6ti n ivision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09-27-05 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 Approved ❑ Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I CORRECTION LETTER MAILED: Departments issued corrections: Bldg E Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/muting slip.doc -28 -02 DUE DATE: 10-25-05 Not Approved (attach comments) ❑ =• � ,_.4 �.. ,xr ...,.,�...��r.�,. ,-u u +.ai «J i�= , .a %'f� -++ J.. tS., ;LR±a[:ti�;.ti:ti::i,'i�`vi't�l tJ7iw:(S3f{+ z �z �w QQ JU UO 0 wF C0 LL wQ U. ?. a =w 1= O. z I— w W U� O- 01-- W W u. O W z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -192 DATE: 7 -7 -05 PROJECT NAME STENSON RESIDENCE SITE ADDRESS 14112 57 AV S Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS'. r Buil g D�ol� Fire Prevention ❑ Pfan on Public Works Structural ❑ Permit Coordinator 19 - DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7 -12-05 Complete ❑ Not Applicable Pp ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: X Response to Incomplete Letter # 1 TUES /THURS ROUTING: Please Route d Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 8-9-05 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 uocumenTzirowng sup.uw z -28 -oz z a w QQ� JU UO UD J X �LL w� u_ a = �w Z �O. w �5 U� CO o�- W W �O w z U= O z l.i' .:..t... w : :...�.a.i.:.s,,.�r�vu ` Glibr vq'w�:iC �'Q5 'zj i ;Y.:� e .�,� ,. s.�e" •, �c' < �3 a -)ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -192 DATE: 06 -07 -05 PROJECT NAME: STENSON RESIDENCE SITE ADDRESS: 1411257 TH AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued DEPART MENTS' Buil ,� b "� / ( i Divi 'LI'CS � sin Fire Prevention PlPni' Public Works © Structural ❑ Permit Coordinator X DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 06 -09 -05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 4 9 "� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: BidgZ Fire ❑ Ping g PW ❑ Staff Initials: MKS TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: - 07-07-05 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documentsfrouting slip.doc 2 -28.02 z �Z W � D JU UO U) a C0 W WL WO J LL Q ND = a �W z H ZO U� O- o F- WW UO -- z W U= O z 40 isfiu l+•�3.....�.•.ti� ..��r;.... .,��; . ,.� y': k Jll v��u r 1908 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 Fax: 206 - 431 -3665 Web site: http: / /lvtivw.ci.tttkwila.wa.tis REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D05 -192 ❑ Response to Incomplete Letter # �17Y Q ® Response to Correction Letter # 2 OCT ��J1 t ❑ Revision # after Permit is Issued 5 240 ❑ Revision requested by a City Building Inspector or Plans Examiner PERNi r carrER Project Name STENSON RESIDENCE Project Address 14112 57 Av S Contact Person Lee Stenson Phone Number: Summary of Revision: � AL,6 /NZ254,10' - a / E S1 vk ,d /;LLLV -,S' ivy= ,Q- /w SZZI X I i.I o72!:�S Ac /Sz: S 7 —.;AA ,0,—"701L. /4 cS / 914 441446 (V-ZA 4 a �S', ,d�ri P . 1-te o /`X .0 (",a m );� i'tw 0- TTY- SVt r 777E (2 /2t:' z Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on o OS pplications forms- applications on line evision submittal Created: 8 -13 -2004 Revised: z �Z �U 0 0 CO 0 co LU U- 0 J 11_ N 0 = w V — _ zP Fi O R w U O- off w UO w z U= O z F '':REVSIOT.;UBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. � O �rO Date: ..., Plan Check/Permit Number: /) Os, —/ 7 ❑ Response to Incomplete Letter # City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Response to Correction Letter # 1 BMV © ►'�D ❑ Revision # after Permit is Issued ��P 2 6 ❑ Revision requested by a City Building Inspector or Plans Examiner 2005 ��,, ��-- PERMITCE�R Project Name: S � �S O� �� S' /,CJ�� Cam` Project Address: Contact Person: S it os'GVC� Phone Number: vO � — 1 - 0 4 Summary of Revision: A Uis S 1 r MO. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V V' Entered in Permits Plus on pp ications ones -app ications on lineVevision submittal Created: 8 -13 -2004 Revised: ��+ traKf4LSaMS' n^ �M1. s11bW'! R�?Si�' 1M fi , rH a mrm .�s+�rr. ,, ., , � , :.w..�....nxK_: I u Z �Z �W QQ2 JU U (D o J = CO LL w LLQ S2 D = �w z i— Z O. W U CO o�- W ua HP u. O W Z CO ~ O Z -- O 1� A `'•. cS'2 � G1 1908 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: htW ://tivtvtiv.ci.tuklvila.itva.tis 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: Plan ChecWPermit Number D05 -192 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Stenson Residence Project Address 141 th Avenue South Contact Person: F Lee Stenson Phone Number: Summary of Revision: aU 144741 .6 GL � se Or K A1rCciV"En ...... 1�vtr LA -- 7 20U05 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: f, Entered in Permits Plus on _� 7 5 pplicationAforms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Z Ui Q D JU UO C O 0. J F CO LL WO J LL Q N = �W z 1 -0, Z 1-- w U O� o E- WW LL Z W CO O Z A A O Department of O Natural Resources and Parks Waste Residential Sewer Ustg Certification King County Dlvisi Treatment (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) ' ��': N, �", b' S'' 4wD: fi^ w�yA :s'i1i�i'�W4"�t+r,..i;»,.. -: !��'uiar, an w +,a,..w�r��v...,i �..+.�,..... :.wow+ <.l ,�,,..w _ ���. .., w... Owner's Name SrAFA�SO 'U (Last, First, Middle Initial) Property Tax I.D. Number Y3 6 - 20-0 77S 7 Subdivision Name A //UM A•yJ Subdiv. # Lot # ' Block # / Building Name (if applicable) Property Street Address /' - / /l•Z S 2 J_W AV City, State, Zip f W1 _EGA - W = Owner's Mailing Address (If different from above) Owner's Phone Number 4206 _ - - ) e2�! /— 773 t _ Property Contact Phone Number ( ) .2 9/ - 773 i Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District 7 tv Date of Connection F )C/lVAk G Side Sewer Permit # VIA- Demolition of pre- existing building? ❑ Yes /No Type of building demolished? Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) RECEIVED Single- family 1.0 Cf7Y OF TOKMLA ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.6 RCE per unit) 2, JUN - 7 200 ❑ 4 -Plex (0.8 RCE per unit) 3.2 PERMIT CENTER ❑ 5 or more (0.64 RCE per unit) No, of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) z No. of Spaces x 1.0 = 1;> ! P Gill, For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a reviled capacity. charge., Signature of Owner /Representative Date � 7 Print Name of Owner /Representative S,_�W X 0!&Z 1057 (aev. 7 t02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer 1R•Gw. ��fl I. ��E� r ��ii�deri�+e+rrr+.+..r.r:+ , ' ��': N, �", b' S'' 4wD: fi^ w�yA :s'i1i�i'�W4"�t+r,..i;»,.. -: !��'uiar, an w +,a,..w�r��v...,i �..+.�,..... :.wow+ <.l ,�,,..w _ ���. .., w... .�yxu�rr;.lv;{t awapt���an(..stf.:�ys: tr�yvf t' zrv ao =*+.,.:.- �»«. i. a:::. �' a,+.» w .;i,•.ev,+*ari.+- +�..�..;..+*ma' w . "AV!51uSV�� ':YDS'.��?!'xT:rw�tafiw >n.,,,_ urvvs�- """.�4 1� Z �Z �W QQ JU 00 CO 0 W = CO L w LL, u. ? � =W z� Ir- O. Z F- W W U� U) 0 F- WW W z LU U= 0 F- z 1 - DEI OF LAI30It AND INDUSTRIC REGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL CC 01 FLE I S T* EXP ;' DATE .. ES2.122CA 03/07/2007.. EFFECTIVE DATE 02 /01/19$8 F LEE STEN$ON'INC 1801 S 93 ST C -27 SEATTLE WA 98108 £ Slale t,I' - � N' DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 F LEE STENSON INC 1801 S 93 ST C -27 SEATTLE WA 98108 n� •.. rya.r-.c �.�c, ', "Z.}c'' cl.CC,tss "A". Us ' "'l' A �,': .PA'I) OLYMPIA IVA CI R E C EIVED Ty TUKWIL4 JUN 0 r 2005 PERMIT CENTER z �Z w w UO N J = F-- c w O �2 u. Q � �D 2 �w Z H 1— O.: Z 1— W U� o w H �O tll Z U =. ~ O Z b i 47 11:) 1k, 4 0 u YV I Lo 4 i Ail �, ). A4 I -Q�4 i.. �-- A 4050'0- c7 7_? -0 � ,,•t.. • r. ""�' � +�Z.J � r • te [��i � /+ 2. No changes are to be made on these plans without the knowledge or consent of the Architect /Engineer whose signature appears hereon. 3. Dimensions as indicated are the dimensions to be used for construction. Do not scale drawings. 4. No framing of any type is to be ccncealed prior to inspection by governing agencies. 5. References to any detail or drawings is for convenience only and does not limit the application of such detail or drawing. 6. Dimensions and corditions at the job site shall be verified by all contractors. It is the responsibility of the contractor to examine the existing building and all of the conditions prior to submitting bids to the owner since proposals must take into consideration all such conditions as may affect work. Discrepencies in the drawings or between the drawings and actual field conditions shall be reported to the Architect and to the ow wr. Corrected drawings or instructions shall be issued by the owner prior to the installation of ary work. 7. All work, construction and materials shall comply with all pro- visions of the building code and other rules, regulations and ordinances governing the place of construction. It is the re- sponsibility of anyone supplying labor or material or both to bring to the attention of the Architect and the owner and dis- crepencies or conflict between the requirements of the code and the drawings. The applicable codes shall include, but not be limited to: City Codes-City of "" ,; 4-wv ;. , vAd,a. 8. These drawings do not contain the necessary components for cen- struction safety. 9. Exterior stud walls are dimensioned to the face of stud, unless noted otherwise. 10. Al! gypsum wall board to be 112" thick. U.N - 0.. 11. Interior partitions are dimensioned to the face of stud, unless noted otherwi 12. Typical studs at exterior walls to be 2x wood studs, at 16 inches on center, unless noted otherwise. 13. Typical studs at interior partitions to be 2x4 wood studs, at 16 inches on center unless noted otherwise. '4. Ducts penetrating the garage /residence separation wall must be 26 3a, galvanized steel. on the garage side. There shall be no openings ort the garage side. 15. F:nish Vie walls in the shower with Dort ?and cement plaster, cerairi c t i l e or approved equal to a ,lei ght of at least 5 kverify with interior elevations) abcve the drain_ "6. Provide at :east one exit door that is operable from tree inside rri '.'1C::t the use of a key. "7• provide an approved (non- removable) backflor prevention valve at a:: `l bias. 18. 5at.~room exhaust fans shall be cawble of providing at least 5 e:r c'ages Der 'your and sha:I be directly connected to the out- s: de. t 9. A r : en t i : a ; : non : ease ar)d roof vestt area shall be equal to ` ' c` at - - .r area or 1 /30C of area if at least U f ventilation is L^ver calf of attic space, or as determined by building c • 20. PrOv : de a 30 :nth wide platform. the entire length of the f urname - V . Prm l de ar. art : et aid a light at the attic ,tamed furnance_ 22. All insu.'at.4 she be blanket type mineral fiber or glass fiber ccr:form: ng to fetW a 1 saes: f i cat: vr+-s. 23. 5r: Mi % c1oor•s to the ercte+r i ar and frcm brow to garage sha l I be u ly "other-s�. ./ ioW. 2i. A:! s : t di ng glass dow s and mi weaves Vial' be cer't if ied mad labeled to show cent wi th ai r i n l . trati si Woes of t1w JOW"' Carr W"W S� la ut6:t,e q *M sot a fft eat :a1 a� 1.57 tb. /sQ. f!. sU11 bE if ted MC Idaled. 25. A certificate of compliance shall be signed by the general con- tractor, and insulation installer certifying Vat the insulation has been installed in ccnformance with the current energy regula- tions, Washington administrative code. Certificate shall be per - manent i y pasted on the site. •26. Security Notes: A. Swinging doors; 1. Door stops of in- swinging doors shall be one -piece construction with the jarb, 2. The strike plate for latches and the holding - device for pro- jecting deadbolts shall be secured with screws not less than 21" long. 3. Deadbolts shall contain hardened inserts. 4.Straight deadbolts shall have a einian throw of 1" and an em- bedment of not less than 5/8 B. 51 i7i ng glass doors and windows; 1.'. ors and windows shall be equipped with locking devices and ship be so constructed and installed that they intact and engage when= � ub j ected to be tested • 2.2oors and windows shall be provided 1~ith a device in the upper channE: of the moving panel to prohibit raising and Y vin5 of the marring panel in the closed or partially open position. C. OvE, dead and sliding garage doors; 1. S.':all be secured with a cylinder lock, padlcck with a hardened steel shackle metal slide bar bolt or equivalent when not other - wise locked by electric power operation. 27. All joints and penetrations, shall be caulked and sealed. 28. All exhaust systems to have dal[per controls. 29. All moors and windows to be certified and or approved per standards set by "Washington energy controls." t �" •`i"-n� fixture , 1111 ,• 91 1 1 '' •r •: 1 f fi Coiling light fixture •fv television outlet Wall mounted r ' + - light fixture ST - T electrical p&nel _- M40 ST i i ui� Jf light light lixturt - (D Kxhau tan _ electrical ester fan /light thermostat 1 ,Meat/ian ceiling supply register (C.S.R.) - Neat/fan/light wall supply register (W.S.R.) I AM duplex convenience outlet (noes height if return air grille (well) other than jr) P� ' 110r duplex convenience with ground ,outlet fault interruptor host bibb 110v duplex convenience outlet wWor. or over . cabinet ,rµ cold water 1/2 hot outlet p floor outlet fuel gas 220V outlet Weather -proof outlet LAW sass key valve ' Single pole switch (height 36' above Moor) detector I 3-war switch smoke I � 4-way stn tclt ' • fan swi tub with shower head Mater switch Weather -proof switch l push buttoa tub chimes 1 1 4 telephone outlet .-�- ,� E�,nj�� FOR � LdVE- nete'� C -�� - � � , M■ qU f 11'• 1 it M a Vu r i s s , 1111 ,• 91 1 1 •r •: 1 f fi lip r ' + + la ST - T T14 _- M40 ST i i ui� Jf Ift t ST S I ST l� 1 s 1151M �` <I AMAUA ow 5671 C -1 Cover Sheet and Sits Plan A -1 First Floor Plan A - 2 Second Floor Plan A -3 Exterior Elevations A -4 Foundation, floor Framing, Rout Framing Plans, and lieLails A -5 Structural N Details, and gall Section n �I ANN" of dw ft 41690 40 4ps" no am AO is . I - 1 MO ch r"Ies shall be nom to the I Cape 1: ivWon. rzgj ; e a new plan su n it-W ant Moy nc :use ad : 5onal plat) reyle f ees. ' LEGAL. DESCRIPTION Lot f4, Block f8 Hillmans Seattle Garden TRS SITE ADDRESS 14112 57 :ve. Sour} Tukwi. l a , Wa . SQUARE FOOTAGE TABULATION Existing(first b second) 2 2 "sq.ft. �. 1� ga c�� 24 1 ?j Ne Livable $p2 sq. ft. `ot -/ 3 �Q•p •�+ Deck 300 sq . f t . Garage .424D sq . f t. LOT COVERAGE Q 60' x 192.04'= 11,522 sq.ft. - lot coverage= 44% fi OMAZING _ Replace all existing windows to vinyl windows -- Garage 2 @ 6' 0" x 4 0" 48 Staircase 1 @ 6'- 0"x 5'- 0" 30 1 @ 3 , _ o ,f x 3 1_ o ff 9 - Living 1 @ 6'- 0" x 5 0" 30 1 @ 6'- 0" x 6'- 8" 40 7- Master Suite 1 @ 5'- 0" x 4'- 0" 20 \ 1 @ 4 0" x 3' - 0 12 n _ Bedroom 1 @ 5' - 0" x 4 0" 20 RECEIVED TOTAL 161(w /out garage windows) CITY OF TUKWILA g § sq.ft. 1 9 . 7 % :1i -r 161 1 PERMIT CENTER V � ! �' ��P p� .�� -� � �1. his 64 120 COW. tr COIC \ i .s 2C MALPL � \�, � , e - ASH \ • -� , _ , \ LOT 5 \ i _ `� • f J S� AW IN 08.2r car # , - -inn- NOW or WOM 01 2A 1111111111111, 11110111111111 ,Jill rM 2 - • t r -- : > -- . Iv i � .0 :� � � Cpl `. � •�• _ � e. � •��� S , 12 ST � s 17.11 0 r �. `^ S 1 i f C FS L 11 �+ L r, - , \� J • I < i r. P , ; : $[ S `? 1 bTM ST ST r4 S1. icy `ji ! K a S IZ9111 ! ST < X1)4 = S tuft � 1 j LM51 S AOr S 1 s ST ,rr • S \ 1 a S 133 n j 14 SWAMI PE REQUMED FOLIO Mechankal Jaf Ektitrkal Piur"b °n=] G=; r City Of Tu" OWING DIMICH w b 0 S U) � 3 -,y I i ,.1 C C= E Is n �I ANN" of dw ft 41690 40 4ps" no am AO is . I - 1 MO ch r"Ies shall be nom to the I Cape 1: ivWon. rzgj ; e a new plan su n it-W ant Moy nc :use ad : 5onal plat) reyle f ees. ' LEGAL. DESCRIPTION Lot f4, Block f8 Hillmans Seattle Garden TRS SITE ADDRESS 14112 57 :ve. Sour} Tukwi. l a , Wa . SQUARE FOOTAGE TABULATION Existing(first b second) 2 2 "sq.ft. �. 1� ga c�� 24 1 ?j Ne Livable $p2 sq. ft. `ot -/ 3 �Q•p •�+ Deck 300 sq . f t . Garage .424D sq . f t. LOT COVERAGE Q 60' x 192.04'= 11,522 sq.ft. - lot coverage= 44% fi OMAZING _ Replace all existing windows to vinyl windows -- Garage 2 @ 6' 0" x 4 0" 48 Staircase 1 @ 6'- 0"x 5'- 0" 30 1 @ 3 , _ o ,f x 3 1_ o ff 9 - Living 1 @ 6'- 0" x 5 0" 30 1 @ 6'- 0" x 6'- 8" 40 7- Master Suite 1 @ 5'- 0" x 4'- 0" 20 \ 1 @ 4 0" x 3' - 0 12 n _ Bedroom 1 @ 5' - 0" x 4 0" 20 RECEIVED TOTAL 161(w /out garage windows) CITY OF TUKWILA g § sq.ft. 1 9 . 7 % :1i -r 161 1 PERMIT CENTER V � ! �' ��P p� .�� -� � �1. his 64 120 COW. tr COIC \ i .s 2C MALPL � \�, � , e - ASH \ • -� , _ , \ LOT 5 \ i _ `� • f J S� AW IN 08.2r car # , - -inn- NOW or WOM 01 2A 1111111111111, 11110111111111 ,Jill rM 2 - • t r -- : > -- . Iv i � .0 :� � � Cpl `. � •�• _ � e. � •��� S , 12 ST � s 17.11 0 r �. `^ S 1 i f C FS L 11 �+ L r, - , \� J • I < i r. P , ; : $[ S `? 1 bTM ST ST r4 S1. icy `ji ! K a S IZ9111 ! ST < X1)4 = S tuft � 1 j LM51 S AOr S 1 s ST ,rr • S \ 1 a S 133 n j 14 SWAMI PE REQUMED FOLIO Mechankal Jaf Ektitrkal Piur"b °n=] G=; r City Of Tu" OWING DIMICH w b 0 S U) � 3 -,y I i ,.1 C C= E Is V � ! �' ��P p� .�� -� � �1. his 64 120 COW. tr COIC \ i .s 2C MALPL � \�, � , e - ASH \ • -� , _ , \ LOT 5 \ i _ `� • f J S� AW IN 08.2r car # , - -inn- NOW or WOM 01 2A 1111111111111, 11110111111111 ,Jill rM 2 - • t r -- : > -- . Iv i � .0 :� � � Cpl `. � •�• _ � e. � •��� S , 12 ST � s 17.11 0 r �. `^ S 1 i f C FS L 11 �+ L r, - , \� J • I < i r. P , ; : $[ S `? 1 bTM ST ST r4 S1. icy `ji ! K a S IZ9111 ! ST < X1)4 = S tuft � 1 j LM51 S AOr S 1 s ST ,rr • S \ 1 a S 133 n j 14 SWAMI PE REQUMED FOLIO Mechankal Jaf Ektitrkal Piur"b °n=] G=; r City Of Tu" OWING DIMICH w b 0 S U) � 3 -,y I i ,.1 C C= E Is 1.3bo*erfrib easiseata tr be of *Mw aariattmt m mmL 2. Pmvi& W er SW moon asliaraos Sj r bawd at i bm hra 3. 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I.A1Ja -o+J i �T I i 1 i i t f ' �.rt►j t i 1 _ _ �EV"EVjEG rOR rODE roMpi j ANCE f-.T City Of Tukwila pi i ;6 (stair n'n/TCTnhl _ i U- d =0 � - o` PD -I�I2 4A I L 0 - ri m FQR )t L _ i � va- i e I» Y R f CrrV OF 7UKAJA CL • C ! • w PEFOAT CENTN i ts 1 L 0 s FQR )t L _ i � va- i e I» Y R f CrrV OF 7UKAJA CL • C ! • w PEFOAT CENTN i i s r "� 1 O j �1' 'O i CI ",� -- JF L - --- -- •: — I li low 000e t Top *60 1 ........... REVIBVEL'Fok CO D - E -, N p f T . _0 --AtZPL-7 I Annon1mr) C- i ' t :) f i uk%rilla 4 v 0 p I l�2 P*CEN4C CMV OF cc. I: T Ck VA r 3 ° Zz ° Z s o o F �d � 4, CL 4 AL y� s s - 7 4, CL 4 AL y� . .............. .......... ........ k 1 • 119. _Pl fwp. 910 E F_i.Fvn -r -air go mop 4v rr� L I o r�a�I� ��� Of 4CP GNP ow E I. E v P • 1o r4 V, t EVIEVVED FC DE (�GN01P.1-T o arNon'tor-n OC► 12 Lirl"i 4 : — Ity 6� Tu*"k _Ia__ IN REf ENM Crr'v OF'r.LWW4A CA:,. FURWCENTER S� A ►IN D �~ tl -7 us O O /* q SIRUCMR&L N= -Ql2E DESIGN IS IN ACCORDANCE WITH THE 2 .(P-c AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. L1Vl: LOADS ROOF------ ---- -- -- 25 PSF FLOOR— 40 PSF LATERAL WIND - •_ -- EXPOSURE B; BOMPH SEISMIC PER ZONE ,O — Z EOUN EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6' BELOW ADJACENT EXTERIOR FINISHED GRADE. COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5% PASSING A f?AO SIEVE. ALL FULL SHALL BE PLACED IN UNIFORM, HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS & 4 INCHES FOR HAND OPERATED MECHANICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR 'TEST). r� CAM N L fJU E: F'c = 2,000 PSI ® 28 DAYS. MINIMUM 5-112 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-314 GALLONS OF WATER PER %# SACK O CEMENT. NO SPECIAL INSPECTION RBQUIM. MAXIMUM SIZED AGCMEGATE 1S 1 -1/2 INCHES. SLUMP IS 4 INCHES ALL PHASES OF WORK PERTAINING TO THE COINS CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR RE NFORCED CONCRETE (ACI 318-88). ALL REINFORCING STEEL DOWELS ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION MO R TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED S11.I. PLATES TO FOUNDATION WALLS TO BE 518 INCH DIAMETER WrM 7 IN-31 MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING 01'4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO F E PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE PER ?.Av3 I A-C- FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FI - GWED GRADE SHALL BE DAMP PROOFED WITH A HEAVY BODIED ASPW LT BITUMINOUS DAMP PROOFING. f ALL REINFORCING STEEL SHALL BE PLACED IN COAFORMANCE WrM THE BUILDING CODE REQUIREMENTS FOR REINIFORCEI CO (ACI 318 -88) ARID THE MANUAL OF STANDARD PRACTICE FOR CED CONCRETE CONSTRUCTION (1992 EDMON) BY CRSL D REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615, GRADE 63. ALL REINFORCING BAIL BENDS SHALL BE MADE COLD, WITH A MINMs RADIUS OF 6 BAR DIAMETERS (1' -7' MINIMUM). CORNER BARS (2 BEhZ) S PALL BE PROVIDED FOR ALL HORIZONTAL REU4FORCF24[ENT. LAP AIL BAR:; A MINIMUM OF 48 BAR DIAMETM UNLESS NOTED OTHERV13M UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SI36A.LL HAVF T3E FOLLOWING MINIMUM COVER: CONCRETE CAST AGE EARTH 3 INCHES CONCRErE TO EARTH OR WEATHER: 06 THROUGH /18 BARS 2 INCHES N5 BAR AND SMALLER 1 -In INCHES CONCRETE NOT EmOOSED TO EARTH OR kMAT OL 114 AND 018 BAILS 1 -1/2 INCHES /11 BAR AND SMALLER 314 INCH SLAB-ON-GRADE (FROM TOP SURFACE) 1 -In INCHES 3ykjjDFm W 1R_ mgm: WWF SMALL CONFORM TO ASTM A -185. WELDED WIRE. FABRIC SHALL BE ,LAPPED ONE CROSSWIRE PLUS 2 IiNOU.S. (i.e. 8' FOR 6X6 MESH). LOCATE WWF 1 -1. INCHES FROM TOP OF COINLREEIM FOR - GRADE. WWF SHALL BE CWJRED IN POSITION `ANTI•_ CHAIR SPACING OF 4 F>tM ANCHOR BOLTS SHALL 13E ASTM M A307. ANCHOR BOLTS M AU BE 1- - URNLUIED WPM. - 40 �- �' vk.V^z� � CH BOLT UNLESS NOTED OTHERWISE. A.,L GRADES SHALL. COWS ORM TO WEi'A GRADDIG RULES FOR WESTUN :..UM3m :.ATFST EDmo.N. PROVWE calf WASHERS DER ALL NUTS AND 3OLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WCM CONCItETE SHALT. BE PRESSURE TREATED PER PR:-- ' . VATIIM TBc.ATACEN I NOTE. ALL STRUCT..'RA. LUMBER SHALL BE NOTED BELOW: 2X FLOOR A ROOF JOIST 02 T or WO IS 4X BEAUS dC1---I; • MPS 6K BEAMS #I--tb EW PSF —Fb m IM PSI .NW NOTED B'i —,%= M PSI MISCELLANB+OUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 318 INCH DIAMBTBR WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHBRWLSE ON THE PLANS. ALL NAILS SHALL BE WIRE NAM. NALLZW SHALL BE IN ACCORDANCE WITH ?- DO 1 5 t A.C� ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 1 INCH OF CONCRETE OR MASONRY OR EXPOSED TO TNEATHSR SHALL BE TREATED WITH A PRESERVATIVE OF ACZA OR CCA. LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANIC S WrM AWPA C.-2 AND C -9 RESPECTIVELY. NET RETENTION POR LUIrLBBR AND PLYWOOD SMALL BE 0.10 POUNDS PER CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH, FRESFI WATER. CONCRETE OR MASONRY; 0.25 POUNDS PBR CUBIC FOOT FOR EXPOSURE TO WEATHER. IF TREATED WOOD IS TO BE PAIN'T'ED OR CONDITION REQUIR CLEANLINESS USE PHENTACHLDROPHE40L WITH 0.40 POUNDS PER CUBIC POOT FOR LUMBER ABOVE GROUND, 0.30 POUNDS PER CUBIC FOOT FOR WOOD IN , CONTACT WITH EARTH. PRSSH WATER, CONCRETE OR MASONRY. WHERE POSSIBLE PRBCUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PENRI AT ION DAMAGE. FIELD CUTS AND HOLES IN ACCORDANCE WITH AWPA -M4. SHEATHING SHALL. BE 3M INCH TONGUE A GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48,24 WITH LANG DIMEJGION PE"ENDICUI AR TO SUPPORTS. UNLL13 NOTED OTHERWISE NAIL. WITH 10d COMMON NAILS AT 6 INCHES ON AT SUffORTED PANEL EDGES A 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WI'TFI AN APPROVED ADHESIVE. jmjr SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH MONK' ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WfTH 10d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE WITH 2X WOOD . . SiIFATFII14t3 SHALL BE 1/2 DOM A.P.A. RATED SHEATHiN0, SPAN RATING 2410. PANEL END )OBI'S SHALT. OCCUR AT SUPPORTS. NAIL PANEL EDM WITH 10d WARS AT 6 EMCM ON CFJI= AM 10 DX3M ON CEKTFR AT MATE SUPPORTS UNLESS NOTED OTMRWISE ON THE DRAWDGS. LAMM TooMM SHALL BE DOUGLAS KILN DRIED. STRESS GRADE TION MF-V4 0% =2400 PSI. Fv =165 PSI) FOR SIMPLE SPANS AND 24F -V8 POR AND CONTINUOUS BEAMS. A.I.T.C. CER IFICATE OF CONFORMANCE B ®. GLU4LAW SMALL CONfIORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUN& TI' DBr'AB.S AND SPECIFICATIONS TO THE E 4000,LR AND BiRi.DM DEPARThUM FOR APIBOVAL PRIOR TO FABRICATION. PROVIDE FULL DEPTH 3L _ _ _ _NG FOR JOW AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT OUT ON THE PLANS SHALL BE (2) 2X8. AI.L VERTICALLY T'ED SEAMS AND HFJIDER. S SHALL BE SPICED TOGETHER WITH 16d NAILS AT 6 24CM ON ALL DOM AHD W24DW HEADIRUIS NOT I A Rn OUT ON THE PLANS SHALL BE (2) 2X8 i n W= OINK AND ONE MD EACH END FOR 0013MR40S 414M OR LAW AND T1AI'+O C11UPPLES AND ONE STUD FOR OPENINGS MORE 'THAN 4 PEST Wes. ALL wwa NOT CALLED OUT ON THE PLANS SHALL BE (2) SCUDS. SPIKE LAMINATED COL.IIMNS TOGETIim WITH 16d NAILS AT 12 94CM ON CENTOL PROVIDE TWO LAYERS OF ASPHALT NG PAPER AT CONTACT SURFACES BETWEEN WOOD AND WALAS SMALL HAVE A SWGI.E BOTI PLATE AND A DOUBLE TOP !LATE. END NAIL. T(W PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -lid NAtiiS. FACE NAIL. PLATE WrM lid NAILS AT 10 DiCHES ON c3gwilm LAP AND FACE NAIL. PLATES WITH 2 -16d [NAILS AT EACH SpLJCE- ON. STACK= SPS.iCES A MLNiMUIrI OF 49 INCHES. FACE MAIL lS.ATlI To wnU 24" NAILS. JOIST SiLJRi,L IN A PLANT AMMOVFD FOR FABRICAT'M BY THE sum DEPARTNIM AND UNM THE SUMiRVISION OF AN ANWVFD TIMD FAR"!Y 943MIC 1= AGENCY. EAC31 JOIST SHALL BE IDE TVWD BY A STAW l J1TlrCi TM M30T'1YPL CAaO ICIER REPOIKT tom, PLAW AND THE I(W AM ZV#JAA5moN S'TR R ALL TUMP'LAM AND OONI�C"f�ORS SMALL BE LC_3.0_ AMMOVSD V011" UWT LOAD$ AND L)CATKNO TnTH SUPrLMMIL AND AS TiIB► C SMALL VERIFY ALL DIMENSIONS AND CONDMONS IN THE FIELD. ALL DISC RRPA?K3ES SHALL ER REPORTED TO THE ARCHITECT OR ENOiNiEEM. THE CONTRACTOR SHALL PROVIDE ADBQUATB SHORING AS RBQUIRED UNTIL papAML4T CONNECTIONS AND M L41NOS HAVE BiiL3N INSTAIAM. THi COICMACTolt SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE RAOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE COMUCTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT POR Al - K DG. DEPT. RBQtJZRBD IN3PWrMS. DO NOT SCALE THE DRAWNW. THE DETAILS SHOWN An TYPICAL AND SHAH. BE USED FOR x.JKE OR SiMLL.AR C0NDrf1ONS NOT SNOWN. "mow 1 Nr IN& r r "am � 0C .r•.r..�t•r W R*L ••- •. map �M 0~ 4d as meow GPM UNOW SOW OTA ev ez. OT is am dMOWN D-� �.l•l arc �. >� � �� ��rlr Gomm r rr 40 0 • •.. �r :r sr r imift � � �t� s i or M/ = M •s► _ - rr l�r�r�s r.irr�rrr IW���r� �1rw nor �. ed lot ar. W pm Im! we � •n" -,' s t E zz��� I/2 'ci f so 2x4 At li' oc y7 ' �f' s 2x BLK Cs AT IM WAA.Ls WIND DAFFLE . bx WEA WM � PEPt PLAN R - iNSUL — W/ o fo G o"AA& P"sw FLOOR W 4" PLY SLR FLR 6x 14EADERS _ JOISTS PER PLAN PER }'LAN 2 PIAS 00 4' C4 NC 'SLAB OVER 4 MIL POLY OVER (10 Mu. 'µ e"& ) 4' GP AVEL BASE 2xfo TREATED SILL Us/ WNW ADMTS 0 4' -0" oc RIGID --� DOW A – / p CLR MTV 3' "At I ,o I .o Zo,%P- Aefor 1 /7) �*l SAM A6 neovE - 04 COW ttlooF SCAN" :a •a•6'ot —� CO •• I t led • 6 Q.C. _--- � ` - - *- aK -Yit�+ i ,--- 1 t1 i 1: albs 9" •u a >� or c,�c s � m Sr � r at. W&. I��RE R�K X • BMW 'NIAL UTEMOR SKM WALL —RCoC F tPL* E j S* ?4uoc ' t! -3 $ 04SULATION s i 1 i _Q y 1 � Z - i 4 ' 11� ....- t : d' 1 4L Crr OF riKYA ► pEFMT CEKTER Cl �+ t 8CIREENED VENT BLOCK PER UDC 32OWC) 1x FACIA f cow METAL PER GUTTER PLAN SIDING 10 OWLDMG PAPER 6WEATWM PEA! ueC 2&M 2xi STUD$ 0 16' a R -?d INli18_ATION W/ VALOR DAPMR V1 • d'1 Nfpo QP' 2x DLKG ftm rm• �i■lIr Q pm Im! we � •n" -,' s t E zz��� I/2 'ci f so 2x4 At li' oc y7 ' �f' s 2x BLK Cs AT IM WAA.Ls WIND DAFFLE . bx WEA WM � PEPt PLAN R - iNSUL — W/ o fo G o"AA& P"sw FLOOR W 4" PLY SLR FLR 6x 14EADERS _ JOISTS PER PLAN PER }'LAN 2 PIAS 00 4' C4 NC 'SLAB OVER 4 MIL POLY OVER (10 Mu. 'µ e"& ) 4' GP AVEL BASE 2xfo TREATED SILL Us/ WNW ADMTS 0 4' -0" oc RIGID --� DOW A – / p CLR MTV 3' "At I ,o I .o Zo,%P- Aefor 1 /7) �*l SAM A6 neovE - 04 COW ttlooF SCAN" :a •a•6'ot —� CO •• I t led • 6 Q.C. _--- � ` - - *- aK -Yit�+ i ,--- 1 t1 i 1: albs 9" •u a >� or c,�c s � m Sr � r at. W&. I��RE R�K X • BMW 'NIAL UTEMOR SKM WALL —RCoC F tPL* E j S* ?4uoc ' t! -3 $ 04SULATION s i 1 i _Q y 1 � Z - i 4 ' 11� ....- t : d' 1 4L Crr OF riKYA ► pEFMT CEKTER Cl �+ t 8CIREENED VENT BLOCK PER UDC 32OWC) 1x FACIA f cow METAL PER GUTTER PLAN SIDING 10 OWLDMG PAPER 6WEATWM PEA! ueC 2&M 2xi STUD$ 0 16' a R -?d INli18_ATION W/ VALOR DAPMR V1 • d'1 Nfpo QP' 2x DLKG ftm rm• �i■lIr t • i 1 (0) L, kLj gr 1. G T l ;�4 t14 It mm#4 0 uv- 14 4L CA. Al222- � 9 ~r � f %..,) J� 71RC4 144. r .;'11,4� L ML 'rJ/ �Jsss��li¢ . .5��A24- 4�• N -- ��+ --+gym 6 4 4 , L _ &AW 24 2 �i� r �tAt-J /4J cis' -.w7 'rS 1 2 AL ✓. l�vA�� G� ��r�! `r?� = Pi. �,.�, N,�la(s�cc wf �; t fly �.art M04w A 5 DMI (-)TY&AL A J 4 �zc off- [ot/z Y MO- � Z AOrazliA Sod 4 UC4�- f 11 vrl� faxid'i l /I sr 1 4 1 :5 f, Is - X*.� z ��_ ! l j� ) -160� V. ?,o Pop '+ r d ( � I1 �3 y jj��2, �I.N. 4,ve L-7 �cK alw q ' �2)g N 4 t'2 4, "' I J TM4AL �JiZ 40 v F 2 7 iVALL A ,.! A3rA.. A 57 mig - 6 -msl 7 EID L� v Of t'1" r .tits (XrY OF jA lb .rvr VENTER - r d i • STRUCT NUTES BODE DESIGN 1S IN ACCORDANCE WITH THE 2003 IN'T'ERNATIONAL BUILDINV ('ODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. ]LIVE LOADS ROOF------------ - - - --- 25 PSF FLOOR---------- -- ---- 40 PSF DECKS---------- - - - - -- 60 PSF LATERAL WIND- ------ ---- -- EXPOSURE B, 85 MPH SEISMIC -- SITE CLASS" D" MUNDATI , N5 EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST-IN -PLACE CONCRETE (SPECIAL INSPECTION NOT REQUIRED) F"c = 3000 PSI @ 28 DAYS. MENIMUM 5 -1 /2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. NCAXIMUM SLUMP IS 4 INCHES. ALL P HASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH EMBEDMENT INTO CONCRETE AND MAMMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SELL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. r RCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER BARS AND GRADE 60 FOR #6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL. BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" ). CORNER BARS (T-O" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCE14ENT. LAP ALL BARS AW NWUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING NGNEMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER_ #6 THROUGH # 18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER. #14 AND #18 BARS 1-1/2 INCHES #11 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES EXPA AND EPDXY GROUTED A►NCHORS! EXPANSION ANCHORS INTO CONRETE SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SUWMN STRONG TIE COMPANY INSTALLED IN ACCORDANCE WITH THEIR RECOMMNEDATIONS. EPDXY GROUTED ANCHORS SHALL BE INSTALLED USING "SET" EPDXY AS MANUFACTUMED BY THE SIMPSON STRONG TIE COMPANY. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECD ATIONS. ALTERNATE TYPE EXPANSION AND EPDXIED ANCHORS CAN BE SUBS WITH APPROVAL OF OUR OFFICE. STRU r TRAL TEWBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTER! LUMBER, LATEST EDITION_ PROVIDE CL'T WASHERS UNDER ALL NLrrS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WrM CONCRETE SHALL BE PRESSURE TREATED IN CONFORMANCE WITS I.RC_ SECTION 8319.1. ALL STRUCTURAL LUNY BER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST HEM -FIR #2 Fb = 850 PSI 4X BEAMS DOUG- FM`LARCH #2--b = 850 PSI 6X BEAMS DOUG - FIRIL ARCH #2 Fb = 850 PSI COLUMNS DOUG-FM/LARCH #2 Fb = 850 PSI LUMBER NOT NOTED DOUG-FIR/LARCH #2----Fb = 850 PSI -MISCELL HANGERS TO BE SR PSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WTfH PROPER NAILS. ALL HOLES SHALL BE NAB -ED. MACHINE BOLTS TO BE A -307 ANCHOR BOLTS L4+ CO SHALL. BE 5AI INCH DLAMETER WTTH 7 INCHES OF EMBEDDMLN LNT0 CONCRETE U %I SS '.N OTHERWISE ON THE PL kNS ALL N AILS SI-LALL BE CONC%fON WIRE NAILS N AILING SH.AI -L CONFORMM WITH I _ R C TABLE R60: 341 ► !kND R=. 10 OR LB C TABLE Z304 91 FASTENERS PiSTALL.ED LN PRESF„RArn - F TREATED W OOD SHALL. BE HOT DIPPED GALVANIZED PER LKC SECTION R3 FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATMING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIIvMNSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT NTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. WALL SHEATHING SHEATHING SHALL BE 7/16 INCH AP.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GL. T &LAMINATED IDAM& LAMINATED TIMBER SHALL BE DOUGLAS- FIRILARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb= 2400 PSI, Fv= - 225PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A- I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAIL AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR G PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X10. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WI1`H 16d NAILS AT 6 INCHES ON BEARING WALL FRAMING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X81 ODOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATE'S TO EACH STUD WITI-' 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE-MANUFA CT'LTRED FLOOR JOIST JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE ID BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER PRA MANVTA ROOF ..TRU., - TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIRILAR.CH OR HEM -FIR TRUSS M[ANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL EN ALL TRUSS PLATES AND CONNECTORS SHALL BE LC.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS DRAWLN(' TO THE ENGOdEER OF RECORD AND BUILDING DEPARTMENT FOR REVEEW AND APPROVAL PRIOR TO FABRICATION_ SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIM1EN AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGU4EER. THE CONTRACTOR SHALL PROVIDE ADEgjATE SHORING AS REQUIRED UNTIL PERMA CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINNG TN THE FLOOR, ROOF AND WALLS WITH .ALL THE APPROPRIATE DRAWINGS- THE CONTRACTOR SHALL COORDINATE WITH THE BLM- DLNG DEPARTMENT FOR ALL BLDG. DEPT. REQLMM DMECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SO4IIAR CONDITIONS NOT SHOWWM PRE - FABRICATED rr04S TO BE HAMLID AND INST.AI.1 ED PER MA.NI -T ACTLIkERS RECOMMENDATIONS. SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs Top/Btm. Piste Blocking Req'd, GI-4 PI-6 6d 8d 4" 6 10 , 4" 12" 4" 6" No Yes W 125 210 P 1 -4 8d 4 1 2" 4" Yes 310 Pi-3 8d 3" 12" 3" Yes N � O 400 Pi-2 8d 2" 1±2 2" Yes 525 P2 -3 8d 3 - Yes 0 800 Shear Wall Notes: 1. G 1 - Gypsum wallboard one side of wall. P 1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P A. rated Plywood or Orientated Strand Board (O. S. B.) on each side of wall. 2. For P1 -3 , P1 -2 and P2 -3 shear walls use 3x studs at adjoining panel edges, at adjoining panel edges and mudsills nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 4. Nails shall be 8d common. 5 Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 6. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally Space nails @ 12 inches on center @ intermediate supports. 7. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. 8. Refer to foundation plan for anchor bolt size, spacing and mudsill /rim connections. �r. y v IMP171LIJ 11 L (MV OF nJXVALA CEN�ER to ft No 4 k W W l� W N � O 0 C 0 U) C 4) REMSION NO. DATE ITEM 1 Uum AIM a 9/20/05 �owE 05817 15-2m 3�+E" 4 �� J&4g. �Au l- - 5►�-1- G 40- 6A.; ATFI 4 r%o 2+ _..._ . MOO 1Lip V I ,' Y A�. �� a 4 • y I L E _ 3 oG �I • �..�A, �. C yo" AT �� Tom! S 4' N'Q1 I �' 1 4 �4 8 i o'�z I � 1 �I b>J" r4o C-,4,j w4U. L °s� 62 r oc �"0 5T1�5 W/ Tom° r�s17'r�.5� �rJ�+:�i• L3s1 -1 5�a�.� T '�4 1 "a LI 1 3/1 A Tz,4� I rEA7i� • 1 i s � ��A L 74 L VAJ -21i C:5 J 41 eA L J. • �OG • w �3g�; �� I �. . ............ , fL 11-5 I 4 4 A4 wAzL J4eA�_J 1 A4 so E� (STl � �-r � c �vt�► -1 AT�� b-T�Ps T4. �A IL 4 11 � .. _ �t 7 ��►� � way + � c a F�Ti D&TA L iudc4I � d � �+�I r a � k t - 4 I - L I N- ..... .. ........... AL O ii+ — - - - -j .-.a OA - A c r af. 1 . N,�r Lrl. r - -V 4e 2 - - 0 Cs Low 4.�.-F �.r4 'l� 5DW + � C; - Tof- . ' t A it. 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