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HomeMy WebLinkAboutPermit D04-048 - STARK RESIDENCE - REMODELSTARK RESIDENCE 14431 58 AV S tt2-17 19 D04 -048 • • • Z 6 U 0 U W; wI J • w 0: g J' u_ _ ,1' ,Z �TT: 1 Z LIJ QN wW - U' LL O- wZ 1.0 N ~' .z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3365900595 Permit Number D04 -048 Address: 1443158 AV S TUKW Issue Date: 03/10/2004 Suite No: Permit Expires On: 09/06/2004 Tenant: Name: STARK RESIDENCE Address: 1443158 AV S, TUKWILA WA Owner: Name: STARK, DAVID Address: 1225 S 232 ST, DES MOINES WA Contact Person: Name: ARTHUR ADAMOV Address: 8435 NE 143 ST, BOTHELL WA Contractor: Name: RESTORING HOPE CONST LLC Address: 1225 S 232 ST, DES MOINES WA Contractor License No: RESTOHC973HP Phone: Phone: 206 854 -4679 Phone: Expiration Date: 06 /17/2005 DESCRIPTION OF WORK: SECOND FLOOR ALTERATIONS, BASEMENT FIRRING, HEATED ATTIC WITH NEW DORMER AND NEW DECK FRAMING REINFORCEMENT AND REPAIR. Value of Construction: $ $52,865.72 Type of Fire Protection: N/A Type of Construction: VN Fees Collected: $1,101.34 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 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: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N doc: Devperm D04 -048 Printed: 03 -10 -2004 z W � UO Cl) W = J F CO LL w O U. J d, =w Z �. E- O Z~ w VO O CO: o f~ W H ILL Z co O Z City f Tu kwil a o Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 cons nrctio n or t pe rmance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: V�� s 4,, � 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. Z g lZ ' W u� D UO N 0. J = f- CO W: �o CY =W Z� 1- Z�- .moo o W. v � =U LL — O. .. Z W CO) U O M" Z Cit y of 'Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3365900595 Address: 1443158 AV S TUKW Suite No: Tenant: STARK RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -048 ISSUED 02/09/2004 03/10/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D04 -048 Printed: 03 -10 -2004 z Z �w 2 D U0 to a CO Lu J = F- N LL W O L¢ CO = cI �w z F- 0 z F- LLI 0 �. o� Ww u. 0 ill z U= O z 4 *k xj v, Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (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 Ithep;rfor ance of work. Signature: Date: Print Name: << z zz i� Z J V; UO. NO CO) =. J N LL U1 O L L �d =W Z �. � z W �. 2D Do , O W .. Z W U CO) O Z pep zw �..�� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3365900595 Permit Number D04 -048 Address: 1443158 AV S TUKW Status: ISSUED Suite No: Applied Date: 02/09/2004 Tenant: STARK RESIDENCE Issue Date: 03/10/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D04 -048 Printed: 09 -23 -20 Ifv� :. I�oifitih'. U1tlRA "i%tl{Yf11.7,�'�LRr.Y'.ViY1G: 0`� S1lfi4� -.. �A:r:���fi4i�vt �, t� ��. �ii '�}, .lt�. .1' v: iN#SW fJ '•!4ii:�.., �, k> rn .f.�1 t "d� ''y'j' � ?•At`.y. •J i'F '. .�i+� z ;1— W . �U UO CO O J � CO U_ W O wQ N D = d �W z = H H O z H- W D U ON off WW LL ..z w CO) z s� g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Applicant shall tie into an existing storm pipe on their private property. Coordinate connection with the City Utilities Inspector. If no existing storm pipe is found on private property, the Owner /Applicant shall tie into the existing catch basin within 58th Ave. South. Prior to any work within the Public Right of Way; the Applicant /Owner is i required to provide to the City, insurance and a bond, and sign with Notary, a Hold Harmless Agreement. * *continued on next page ** z Uj u� M J U U O moo: CO) =. J CO) LL W O ` LL Q, N a; W. z� H O' zH .2 M U �,... ;O N` W-W; U; LL ~O;. .. Z: W U =; O ~� Z G' i �g City of Tukwila Igoe i Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 i i I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. I The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws f regulating construction or the performance of work. Signature: Print Name: P M Date: z 3 Z � J U. U 0 L N J fA U W O , I M LL a; CO) D : z� Z O: W D p ON O I—, 'W W. = U . W ~O`. til Z U= 811-- z tu w, CITY OF TUKWILA Community Development Department Public Works Department Permit Center 568 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 `r King Co Assessor's Tax No.: 2 7 " (o�Q DD �gSO Site Address: 1 4 3 SSA- j &,VE ✓ . Suite Number: Floor: Tenant Name: New Tenant: E] .... Yes [:]..No Property Owners Name: y Mailing Address: { 1 Z� S , 2,52 S S / ' .R S "1 R CONTACT TERSON ` b. Name: Mailing Address: Day Telephone: 2-D6 — 054 -4(n—le City / 1 0 te Zip E -Mail Address: Fax Number: �—tZ�' tp SQ` �� cl 0 GENERAL: CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: City State Zip Day Telephone E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD All plans: must be wet stamped by `Architect of Record Company Name: C j,�(� 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:_ Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3 -2003) 3/2003 Page I City Day Telephone: Fax Number: State Zip i Z Z ~ W � JU UO N Cl) LU J = H CO) U_ WO LLQ = F- W Z �O ZF- LU5 U� ON 0H W LL z LLi CO) O Z A • KMATION `= 206 - 433.0179 � ` ' ` t Scope of Work (please provide detailed information): T j TV- 42A oc� Voltz►_ �t o�•7 � N IFEvU OP E P vim t1 r. Call before you Dig: 1- 800 -424 -5555 Please;,refe"e Tublic Bulletin #1 for fees and, estimate sheet Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate E] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ..:Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑..'Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ❑ ...Permanent Water Meter Size... 11 WO# ❑ ...Temporary Water Meter Size.. is WO# ❑ ...Water Only Meter Size............ to WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ...Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size........ It FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Day Telephone: City State Zip Day Telephone: Mailing Address: City State Zip \applications \pcnnit application (3 -2003) 3/2003 Page 3 Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Z I -� J U O Cf) co W J CO) LL W O. � LL Q = �-W Z� 1— O Z I-. W U� O N. o1-- WW U F- —. O til Z' CO) P . O Z BUILDING .PERMIT INFORMAT. '2064313670 ,.�... . x , t �I i } i 4 t _ 0 r. 4 i t i . i i M Valuation of Project (contractor's bid price): $ - 900 _ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide., All Building Areas in Square. Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: _ Lot Area (sq ft): lam, 200 Floor area of principal dwelling: Floor area for accessory dwelling: ��� *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes 9..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS_M ❑.. Sprinklers ❑ ..Automatic Fire Alarm O..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material 9afety Data Sheets. \applicatioWpermit application (3.2003) ' 312003 Page 2 1 Z Z W QQ2 J V UO Cl) W W H CO W WO q J LL Q =d H W Z= F t— O W LU U O- 0 F— W UJ F- f- �- O .Z W U= O Z o Addition t o Type_of Type of Interior Existing Constructtoti ' . Occupancy per . Existing Remodel Structure New perUBC . UBC . l Floor 2 Floor. ? 02� 3` Floor 1 Floors ::: :: thru b d 'Basement �✓— Aecessory Structure! Attached;Garage' ,::: - ; Detached Garage . Attached Carport:. .Detached ;Carpoi t e:Covered Deck;:.. ::Uncovered Deck C>9> — 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): lam, 200 Floor area of principal dwelling: Floor area for accessory dwelling: ��� *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes 9..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS_M ❑.. Sprinklers ❑ ..Automatic Fire Alarm O..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material 9afety Data Sheets. \applicatioWpermit application (3.2003) ' 312003 Page 2 1 Z Z W QQ2 J V UO Cl) W W H CO W WO q J LL Q =d H W Z= F t— O W LU U O- 0 F— W UJ F- f- �- O .Z W U= O Z ,MECHANICALTERMIT 1 >�RMATION 20643:1 =3670. MECHANICAL CONTRACTOR INFORMATION ���� (�;W1J I"'/ Company Name: Mailing Address: City statc Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): �1 �1 N (a=u yoc. t Use: Residential: New .... ❑ Replacement .... Commercial: New .... Replacement .... R Fuel Type Electric ..... Gas ....(R Other: Indicate type of mechanical work being installed and the quantity below: Unit.TYPe�" Qty. Unit Type: :.. Qty Unit Type: Qty Boiler /Compressor: :Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION ;NOTES App1kab1e to all permits in this a i at on 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 LA OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE AUT�JO ZE 4AENT: Signature: Date: Z. Print Name: D�y Telephone: • 7 L b Mailing Address: �� S- �Z,Z 5 l /2 ' `o �S (Q h City state Zip Date Application Accepted: I Date Application Ex Staff Initi \applications \permit application (3 -2003) 3/2003 Page 4 Z Z Z W 0 Cl) C3 w� � ul 0 U. N = W H =. Z � ZO W U� O - OH W W. H� 11. O . Z L) O Z r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME STS S PERMIT # D04 — 0!!gg If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1 2 3. M 5 APPLICATION BASE FEE $250(l) Enter total construction cost for each improvement category: General 51-100 Erosion prevention /d O Water 1,001 -10,000 Sewer 10,001 - 100,000 Storm water 100,001 - 200,000 Road /Parking /Access 200,001 or more A. Total Improvements !. ! O o Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) $ Z7 GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume cubic yards Enter total fill volume — cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 -10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ -2"7.7 ,�0 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1 z z w JU U Mo UJI_ �w w 0 LLQ cf) = �w z� iF- 0 w .moo UJ oN o � wW F_ LL ~O w z H X . O Z QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 7 $37.00 101-1,000 $37.00 for 1 100 CY QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY 7-5(33%) plus $17.50 for each additional 100 or 5-2(25%) fraction thereof. 1,001 - 10,000 $194.50 for 1 s` 1000 CY 0 -1 plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1s` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) $ Z (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 0 (8) Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z �Z J U. UO N J H C0 L wO �Q = d i .. w t- O z i- . w U13 O CO) o � w LL. O ..z w U CO) O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees E Total A through G $_ (10) I I � O DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE j This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. z Z J U 00 ' N 0 w= J iH N LL WO U- CO d =w i~ _ ? iF- iF- O z iF-- w 5, �o 0 ,a i-, UJI =U � ui z U =' O ~. z Fyn "/ '/,a q. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 3 I �yg 1906 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3365900595 I Address: 1443158"S TUKW Suite No: Applicant: STARK RESIDENCE Receipt No.: R04 -01292 } Initials: SKS User ID: 1165 r Permit Number D04 -048 Status: ISSUED Applied Date: 02/09/2004 Issue Date: 03/10/2004 Payment Amount: 306.00 Payment Date: 09/23/200411:03 AM Balance: $0.00 Payee: DAVID STARK TRANSACTION LIST: Type - - - - -- Method Amount -- Description - - - - -- Payment Check 3058 306.00 r ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- E PW BASE APPLICATION FEE 000/322.100 250.00 I PW PERMIT /INSPECTION FEE 000/342.400 28.00 PW PLAN REVIEW 000/345.830 28.00 Total: 306.00 doc: Receipt Printed: 09 -23 -2004 i L: i i Z Z`, �w 6� 00 Cl) O. w= CO) w . w 0. ga J, U. ?. co) a = w' � Z 5' U� O N w W H U' Ll.1 U Z laps City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3365900595 Address: 1443158 AV S TUKW Suite No: Applicant: STARK RESIDENCE Receipt No.: R04 -00288 Initials: BLH User ID: ADMIN Permit Number D04 -048 Status: APPROVED Applied Date: 02/09/2004 Issue Date: Payment Amount: 682.90 Payment Date: 03/10/200412:17 PM Balance: $0.00 Payee: DAVID STARK TRANSACTION LIST: Type Method Description. Amount Payment Check 3047 682.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 664.75 PLAN CHECK - RES 000/345.830 13.65 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 682.90 Z �w U. U Cl C0 W t� N LL W a. L L �d =w Z � z� 2 5` �o =U : F- Z co U = Z Igo City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900595 Address: 1443158 AV S TUKW Suite No: Applicant: STARK RESIDENCE i 4 s Receipt No.: R04 -00144 Initials: SKS User ID: 1165 RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -048 PENDING 02/09/2004 Payment Amount: 418.44 Payment Date: 02/09/2004 04:58 PM Balance: $648.25 Payee: DAVID STARK TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 859 418.44 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 418.44 Total: 418.44 97i6 WIIAL doc: Receipt Printed: 02 -09 -2004 z W, U O CO) J = CO u. W LL co I=- W z� z o, LU 5 U O N; W W LL H- Z' U N;. 1- H O Z a INSPECTION RECORD Retain a copy with permit ( INSPECTION NO. PERMIT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type o' fnsp / e�ti�t A s ? .S Date Called: Special Instructions: �� .. 6 77 Date Wanted: a.m. T 7 Requester: ne No: s Approved per applicable codes. Corrections required prior to approval.. { COMMENTS: ,� / 7 An I-owl l I' Y } � ""o / .�'" 1 t f i i Inspector: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, `Fee must be �l paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �QQ W� U O N 0 CO) w w =. S2 LL, wO U. j = d. H =: Z � Zo W 5 o COX W W. HU IL Z ll! Z I . s a 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 y Project: k. Type of Inspection: A Address: 1 441 M 6 ' 57 1- - Date Called: Speci�all Instructions: Date Wanted: a.m. p.m. Requester: 47�� Phone No: a Approved per applicable codes. Corrections required prior to approval. U" COMMENTS: q t q c4w y etc Aw f 4 t ♦„V�• '7 W, ` 2- t rir l lnspector:,..,Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter.Blvd., Suite 100. Call to schedule reinspection. Z •}�- Z U O 0 co N L L WO 9 - LL = CY. W Z� F— O Z F—. LU 5. U� R co a t— WW F=— H LL O Z W co_ O ff" Z <i .F, Beam Span 17.0 ft TL Defl (in) 49.91 Beam Wt per ft 7.87 # Reaction 1 TL 1087 # Reaction 2 TL 1087 # Bm Wt Included 134 # Maximum V 1087 # Max Moment 4619'# Max V (Reduced) 988 # TL Max Defl L / 240 TL Actual Defl L / 334 Section in' Shear in TL Defl (in) 49.91 32.38 0.61 46.19 15.60 0.85 OK OK OK 93% 48% 72% Uniform TL: 120 =A CIY AWdtLA R1 =1087 R2 =1087 SPAN =17 FT Uniform and partial uniform loads are Ibs per lineal ft. 11 y nF *r " 0 /11 A FEB 9 2004 PERMIT CENTER BeamChek v2.4 licensed to: ALA ARCHITECTUR Reg # 2308 -64453 Tukwila remodel 1 Date: 2/06/04 Selection - 4x10 DF -L #1 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.7 in R2= 1.7 in Data z Z �U UO to 0 CO) LLI J � W LL W O. J LL ¢. CO) = CJ LLI Z� fF- O z t— W 2 � D O N! 0 =U u_ f' — O: 111 z U CO) O ~' z Fb (psi) Fv (psi) E (psi x mil) I-c i (psi) Base Values 1000 95 1.7 625 Base Adjusted 1200 95 1.7 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 120 =A CIY AWdtLA R1 =1087 R2 =1087 SPAN =17 FT Uniform and partial uniform loads are Ibs per lineal ft. 11 y nF *r " 0 /11 A FEB 9 2004 PERMIT CENTER BeamChek v2.4 licensed to: ALA ARCHITECTUR Reg # 2308 -64453 Tukwila remodel 1 Date: 2/06/04 Selection - 4x10 DF -L #1 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.7 in R2= 1.7 in Data z Z �U UO to 0 CO) LLI J � W LL W O. J LL ¢. CO) = CJ LLI Z� fF- O z t— W 2 � D O N! 0 =U u_ f' — O: 111 z U CO) O ~' z RECE�Viuwu ° r.,Ty (1F SEP J 5 2004 PERMIT CENTER SCP 15 200 • TUKVV i L. li PUBLIC WORKS I 1 7 i i 3 • '•1 1 �l r •Y 1 1,71 R ' � ' l N NO, " V I "" ) C11 1 y ,,+0 'so l ; d P� P<> z _ aw -9 11r Ilk 2W NAIL ONVEWAY These plaits have bee rev owed by the Public Works De artmcnt fo con ormance with currer City stand rds. Accept nce s subject to errors a id omissions hick do no aut rize violations of adopted st idards or o ina es. The responsibility for the a in a e i e F 1 , designer. Additions, delet' ns or revisions to these drawings after this date v ill void this acceptance and will require a resubrrittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: SITE PL SCALE: 1 ". ?n 4 / "T n6hin Gov -ovS ..frX'!^L'§x;".n+ re* Herrv�t�+ veryrthxry .S".ae?' �t W Fren CGS d rq 1 0 • -7�r P��o r Aed PVC p c�oua�/iS�oJ'F f - iorv) � .mot w �� y ��,, r` �• ..5. 4 t . E � •r. �Z uL �. t p -- pmr� QOW✓ 5P 2W-2 1/e I V • • fir! L e� Csce 00.. � •. 0 �.... qw Z i ~ W C U ,^^ Q VI C0 W J = 1- 52 LL WO LL. Q = a �W Z F- O Z�_ W W U� C0 F T W W L i r U �Z LLi U= O Z s RECEIVED t'ITY OF TI 1KWI, A SEP 1 5 2004 PERMIT CENTER RECEIVED SEP 15 2004 TUKWILA PUBLIC WORKS � Fo li S011 d 'f"qp� 5 1 olcL p vc. C om dotA)4 . poo s �r � , E rcb d rGiin — F o are pr'opo�s nq i 1 t � © !' ex t 5 t �`� �{ 5'�otrr? � r� �y�• L 3 c u 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'YHAN THIS NOTICE IT. IS DUE TO THE_ QUALITY OF THE DOCUMENT. t r�.,��4 �bas Th Imo+ } }, T t _s��L era• �, X 01 city of T Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 02 -07 -2005 ARTHUR ADAMOV 8435 NE 143 ST BOTHELL WA 98011 RE: Permit No, D04 -048 1443158 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. s Per the International Building Code and/or the International Mechanical Code, every pen issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -tune extension rip to 180 days, Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/13/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D04 -048 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206. 431 -3665 D U O Co o. S2 LL W 0 } J LL Q. N d W. ' E X HO Z F— Dp O N; 0 H- . W LL 0, W Z. co P X Z Sep l 4 09:41a August 31, 2004 Sent via City of Tukwila fax: 206 -431 -3665 Department of Community Development Ref: Permit Number: DO4 -048 Address: 14431 5e Ave S., Tukwila, WA Attn: Bob Benedicto :. I need an extension on the above mentioned permit. This remodel project has not started yet. I have been waiting on funding for this project. I am ready to begin, but I need to speak with the inspector that originally came to the house prior to our filing for a permit. Do you have his name and number? Please call me at 206 - 786 -2276 if you have that information available. I expect to begin shortly after speaking to the inspector. I anticipate starting this project by September 10', 2004. - L ocLs 4 Thank you for your consideration of this extension request. Please contact me with any questions or concerns. Please add my contact information to the permit for any future questions. Sincerely, J L David Stark Owner 206 -786 -2279 cell 6 aye p.1 z 1-:. -z W. UJ Zi U �o Co o J = U) U . , w 0 9:3 tL a. cl) =w M ZH �_ o, z�_ LU D; .moo U N; o —:. o = w �U U_ ui z: U CT 0 z � WILA, . LID •% i City of Tukwila Steven M. Mullet, Mayor 4 � Department of Community Development Steve Lancaster, Director 1908 August 4, 2004 Arthur Adamov 8435 NE 143rd Street Bothell, WA 98011 RE: Permit Application No. D04 -048 14431 58th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 6, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Z i— Z M W Q 2 W D' 00' Cl) W= LL W O}}. �J LL C0 Cl W H =. 1- O. W ~ W. 2 5; D O N J3 H: W W; FZ- �- LL O ' Z: U =: H Z ~' Sincerely, Stefania Spencer Permit Technician PROJECT NAME: �'{ K. kcselpll PERK " :x,•10% y -oyif Site Address: IVV3( Original Issue Date: ' //o a REVISION LOG Revision ? Date , Staff ` I Date 'Staff No. I Received I Initials I Issued ! Initials Summary of Revision: Received By: —�,u ±xt (please print) Revision No. I Date Staff I Received i Initials Date Staff ( Issued j Initials I I I Summary of Revision: Received By: (please print) Revision Date Staff Date I Staff No. Received Initials I Issued Initials I I ( I Summary of Revision: Received By: (please prino Revision No. Date I Received Staff I Initials Date I Issued Staff I Initials Summary of Revision: Received By: Ipiea5e pnnu Z w �Q7E W D. JU UO NO CO UJI J H N U- WO LL Q CO) = f. W F- O Z I— w Uj U� ON o�- W H ui Z U CO) tr �: O Z Z 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: / /www.ci.tukwila.wa.us ..REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. D Date: 7 f ,� y Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued [] Revision requested by a City Building Inspector or Plans Examiner Project Name: SkQ 4 t� S / i? C( Project Address: f q V3 - 5- $ h 5 G �� ct/ r' `cl ' Contact Person: da c1,rr11 Phone Number: 121 X7 Summary of Revision: © c - i i LPAI Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: =� t Entered in Permits Plus on 1p ldl--a y i j app ications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: Z �Z '~ w � JU UO WO CO U.1 J N LL w O J LL CO =w z� F- O. Z I— W UJ � o O CO o H w u. O . w CO O Z y�Stti,1t.:�� ^'"'.. v t+�.J.,.y i �.,.:e ,,�,y� •., �.1sSW�..tw�q' " �;• ":A?d%wNS +�sk.Fkri+� ' " �.. .: ,.. _ ,. �' �; �„ r�".:. w+. t+ sguar :�.�;ue+:�:a�rt.. «�t++s�u;. dex:w,�z«erb. � '7zw:a�.asss:.e TAX REGISTRATION UNEMPLOYMENT INSURANCE INDUSTRIAL INSURANCE E, ORGANIZATION TYPE DOMESTIC LIMITED LIABILITY COMPANY RESTORING HOPE CONSTRUCTION LLC 1225 S 232ND ST DES MOINES WA 98198 OOM AT h l f,?S•0- 2d }pp iS /977 Z = � Z W WI U O• N 0 W= co) W W O: LL N d. I _. Z f.. HO Z F— W 2 ' D ;O co O H. W W` _ ' H �: O. Ill Z'. O~ Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -048 DATE: 02 -09 -04 PROJECT NAME: STARKE RESIDENCE SITE ADDRESS: 14431 58 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # _Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS, � b� Building Division rq� Public Works Msi %_ 2-4.0¢ Fire Prevention W Structural ❑ ning Division Pla Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete (� Incomplete ❑ Comments: DUE DATE: 02 -12 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: Please Route Ef Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: DUE DATE: 03 -11 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routingslip PERMIT COORD COPY 2 -28.02 z �Z �w QQ JU UO C#) CO Lu J = f- DLL w LLQ �D a z WO �5 U� O CO off w u. O. LLI z CO z 0 E r**J IE Fk^ L.. r**J 4 1CM101"01-mbom��ES J2 a R s ANO �v Naows OWNER: NORM ROSENSTIEL DOORS TO THE EXTERIOR SHALL HAVE MAX. 8" STEP TO MIN 36" DEEP LANDING 14431 58TH AVE. SOUTH ALL GLAZING TO BE PER WSEC TABLE 6-2 UNLESS NOTED OTHERWISE. C C:> r-% ALL SKYLIGHTS AND SKYWALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO 11997 EDITION OF UNIFORM BUILDING CODE FRENCH DOORS TO BE DOUBLE GLAZED NON TESTED ASSUMED U VALUE OF .90, AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. UNLESS NOTED OTHERWISE. LEGAL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 19 -20 6 HILLMANS SEATTLE CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND PROVIDE OR E 283.73. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT INFILTRATION CRITERIA ABOVE; BUT MUST BE MADE TIGHTLY FITTING AND WEATHER TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL DESCREPANCIES CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. TO THE DESIGNER AT THE TIME THEY ARE NOTED. . r 1 SEE PLANS FOR: CONSTRUCTION TYPE: VN SEISMIC ZONE: 3 - MAXIMUM GLAZING AREA. OCCUPANCY GROUP: R - 3 WIND SPEED: 80 MPH - GLAZING MFG. AND MODEL NUMBERS. FIRE ZONE: 3 EXPOSURE CATEGORY: p - WEIGHTED UA CALCULATION FOR SUB - STANDARD GLAZING. F• cU U N m A T I O N SAFETY GL AZING LOCATIONS AS PER UBC SECTION 2406.4: 1. INGRESS AND EGRESS DOORS UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2000 PSF. 2. SLIDING GLASS DOORS. SWINGING GLASS DOORS . w EXTERIOR FOOTINGS SHALL BEAR 1 -6 MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS SURFACE SOILS. TO 3. SHOWER AND BATHTUB ENCLOSURES TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC 13ACKFILL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT 4. GLAZING W/ THE EXPIOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR LOAD PATH OF COLUMNS. IN THE CLOSED POSITION, & BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE 5. GLAZING GREATER THAN 9 S.F. LESS THAN 18" ABOVE FINISHED FLOOR CONCRETE M I N I M U M S . GLAZING IN GUARDRAILS CLASS AND USE F C SLUMP - SACKS /C. . 7. GLAZING IN STAIRWELLS AND WITHIN 5 OF TOP / BOTOM OF STAIRS. A - FOOTINGS AND 2500 3 -4 5 1/2 M 1 SGELLAN US " TES FOUNDATIONS 8 - SLABS ON GRADE 2500 3 - 5 1/2 • 1. GUARDRAILS TO BE 36" MIN. ABOVE FINISH FLOOR. 1. AIR ENTRAINING AGENT (3X TO 6%) TO BE USED IN ALL CONCRETE FLATWORK EXPOSED 2. HANDRAILS BE 34" -- 38" ABOVE NOSING, WITH HANDGRIP OF 1 1 /2" - 2" IN TO WEATHER. IO CROSS SECTION. 2. POSSOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE. 3. OPEN GUARDRAILS SHAL. HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1904 OF THE SUCH THAT A SPHERE 4 IN DIAMETER CANNOT PASS THROUGH. UBC. 4. ONE HOUR FIRE SEPARATIONS BETWEEN GARAGE AND DWELLING: INSTALL 5/ TYPE 4. WATER -- CEMENT RATIO PER UBC TABLE 19 -A -4. 'X' GYPSUM WALL BOARD ON ALL WARM WALLS AND CEILINGS. BEAMS, POSTS AND BEARING WALLS. 12 E I N F O 13 I L LG S T E=-E_L- 5. BEDROOM EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR OPENING OF 5.7 SO FT. ASTM A615 GRADE 40 REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN TO STANDARD PRACTICE OUTLINED IN MI NET CLEAR OPERABLE WIDTH OF 20" A D MINIMUM NET CLEAR OPENING HEIGHT OF 24 t . MAXIMUM FINISHED SILL HEIGHT OF 4<� ABOVE FLOOR. DETAI AND CONFORM ACII REPORT 3 5 P ROVE D 8. EACH SLEEPING ROOM SHALL BE PROVIDED W/ A SMOKE DETECTOR (INTERCONNECTED) SMOKE DETECTORS SHALL BE PROVIDED W/ A BATTERY BACK -UP, SEC. 310.9.1.3 AND SEC. 310.9.1.4 C O N C R E T E C O V E R O F R E I N F' O R _I N G 7. ANCHORED VENEER SHALL BE PROVIDED WITH GA. X 3�4" CORROSION RESISTANT #22 ANCHOR TIES. THE ANCHOR TIES SHALL BE ACED A MA OF 24 O.C. AND SUPPORT 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. � _ NO MORE THAN 2 SO. FT. OF VENEER. IN SEISMIC ZONE 3 do 4 THE EXTENDED LEG OF 1 1/2* CONCRETE EXPOSED TO EARTH OR WEATHER. THE ANCHOR TIE SHALL LOOP AROUND A I9 GA. CONT. HORZ. JOINT REINFORCEMENT WARE. 1 1/2 BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER I� -r E GRATE Q W H O LL E H O U S E V E N T S Y S T M= 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. FECIFICATIONS FOR THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE LAP COLUMN VERTICALS. CLASS " A " CONCRETE AND MASONRY COLUMN AND WALL 98 EDITION) FOR THE INTERMITTANTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: FRAMING A - BATHROOMS, LAUNDRIES. AND POWDER ROOMS - 50 CFM. O 0.25" W.G. t ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM 8 KITCHENS - 100 CFM O 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE TO UBC SECTION 2318.3 AND TABLE 23 11 - B - 1, BOLTS AND OTHER RATED AT 100 CFM O 0.25" W.G. FASTENERS TO CONFORM TO UBC SECTION 2318. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2. EXHAUST DUCT REQUIREMENTS 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH A- BE INSULATED TO R -4 IN UNCONDITIONED SPACES. 18" MIN. CLEARANCE BETWEEN FLOOR JOISTS AND EARTH 8- BE EQUIPPED WITH A 13RACKDRAFT DAMPER 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH C- TERMINATE OUTSIDE THE BUILDING 1 1_ U M E3 E R S T R E N G T H C U N 1 T S i N Q' S 13 D- COMPLY WITH TABLE 3 - 3 A - .. FV F 8 E 8 WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM STUDS: ^--1,400,000 USING THE FOLLOWING METHOD: HEM - FIR .3 75 575 STUD GRADE 75 775 1,400,000 - .. T, FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: n f ' JOIST. RAFTERS: X10 75 1075 1,30 .ppppO `^�•-- . HEM FIR K= � 75 980 1,305.000 ...�..,. A- BE SIZED ACCORDING TO TABLE 3 -5. 13- BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR - X12: „PEAMP. HEADERS LINTELS, GIRDERS: 4X12 FEET UPSTREAM OF THE FURNACE BLOWER. 4 NOMINAL 6OUG -FIR 1 95 1000 1.700.000 C- BE INSULATED TO R -4 WHEN LOCATED WITHIN HEATED AREAS. 6" NOMINAL DOUG -FIR V1 85 .1350 1 D- BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL. GLUED LAMINATED TIM ERS: x DOUG -FIR LARCH �24F -V3) 165 2400 1.600.000 ;;, E- N T RECEIVE FRESH AIR FROM THE FOLLOWING AREAS: .. 1� WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET. UNLESS THE VENT r MICRO -LAM LVL. 285 2800 2.000.000 OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2 WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES. OR FLAMABLE VAPORS. LOADING: 3 A HAZARDOUS OR UNSANITARY LOCATION. ROOF: 15 PSF DEAD LOAD + 25 PSF LIVE LOAD 40 PSF 4 A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 8 CLOSER THAN 10 FROM A VENT OPENING OF A PLUMBING DRAINAGE FLOOR: 10PSF DEAD LOAD �- 40 PSF LIVE LOAD 50 PSF SYSTEM UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE CEILING: 5 PSF DEAD LOAD + 10 PSF LIVE LOAD 15 PSF . FRESH AIR INLET DECK: 5 PSF DEAD LOAD + 60 PSF UVE LOAD 65 PSF +6) ATTICS. CRAWL SPACES, OR GARAGES. INTERIOR PARTITION: in 7 PSF 2 THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: EXTERIOR PARTITION: " 10 PSF A- THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED SOLT HEADS AND NUTS BEARING AGAINST WOOD TO B� PROVIDED WITH FLAT CUT TO THE AUTOMATIC VENTILATION CONTROL TIMER; OR WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1 OF MASONRY OR CONCRETE TO BE 8- A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X SPECIFIED IN TABLE 3 -2; OR THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED BRIDGING AT 8' -O" O.C. FOR FLOOR C- AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM JOISTS, 10' -O" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 1l2" DIAMETER AT 6' -O" NEGATIVE PRESSURE OF 0.7 INCHES WATER GAUGE AT THE POINT WHERE THE O.C.; MINIMUM 7" EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. DRAWINGS SHALL BE "STRONG TIE CONNECTORS" AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 3. VENTILATION SYSTEM CONTROLS: r AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS LL BE 1 /2" CDX UNLESS OTH RWISE SPECIFIED.- PLYWOOD WALL AND ROOF SHEATHING SHALL EDGES OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE INAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN MINIMUM NAILING SHALL BE 8 PENNY O 6 O.C. O PANEL AND 12 O.C. IN FIELD. AND MOTORIZED aAMPER FOR A MINIMUM OF EIGHT HOURS. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4 CDX T&G. UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10 PENNY AT 6" O.C. O PANEL EDGES AND 10" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH WSVIAQC LAPS AT ROOF AND FLOOR SHEATHING. ALL EDGES OF PLYWOOD IN FLOOR. ROOF AND SECTION 302.2.2 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED DESIGN. OEMONSTRA71ON OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE WALLS SHALL BE SUPPORTED. PLYWOOD EDGES AT FLOOR AND ROOF SHALL BE A CERTIFICATE OF OCCUPANCY WALL BE ISSUED. SUPPORTED AT EDGES WITH CLIPS BLOCKING OR OTHER APPROVED METHODS. PLYWOOD , FRAMING EDGES AT WALLS SHALL BE SUPPORTED BY MEMBERS OR BLOCKING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 - 2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE S T FR U C T U FR AL G L U E D L A M I N A T E C.7 LL U1" 1 B E R FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING -- DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD INCH ABOVE THE FINISHED FLOOR. SU VALUES OF 600 PSI ON TABLE 3-2 2400 PSI IN SENDING; G; 1100 PSI IN PARALLEL TO GRAIN; 560 PSI IN COMPRESSION PERPEN61CULAR TO GRAIN AND 165 PSI H ORIZONTAL SHEAR (COMBINATION 24F -V3). LAMINATED MEMBERS TO BE AITC CERTIFIED. CFM USE WATERPROOF GLUE. BEDROOMS MINIMUM MAXIMUM wood TRUSSES 2 OR LESS 50 75 TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND 3 80 120 FABRICATED FROM ONLY THESE DESIGNS. TRUSSES TO BE S'i" AMPED BY THE 4 100 150 MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE 5 120 1 180 TRUSS FABRICATORS COUNCIL. .ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. NON - BEARING WALLS HALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN 1. THIS TABLE SHALL NOT BE USED FOR DWELLING UNITS CONTAINING MORE APPROVED FASTENER SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM THAN 5 BEDROOMS. CHORD WILL NOT BEAR ON THE WALL TABLE 3-3 APPPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS. JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. PRESCIPTIVE EXHAUST DUCT SIZING ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF FAN TESTED MINIMUM MAXIMUM MINIMUM MAXIMUM MAXIMUM 'TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL CFM O 0.25 W.G. FLEX DIAMETER LENGTH FEET SMOOTH DIAMETER LENGTH FEET ELBOWS 1 TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. 50 4 INCH 25 4 INCH 70 3 TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: 50 5 INCH 90 5 INCH 100 3 TOP CHORD 35 PSF OF TRIBUTARY AREA 50 _ 6 INCH NO LIMIT d INCH NO LIMIT 3 BOTTOM CHORD 5 PSF OF TRIBUTARY AREA 80 4 INCH 2 NA 4 INCH 20 3 80 5 INCH 15 5 INCH 100 3 TILE ROOF TOP CHORD 45 PSF 80 6 INCH 90 d INCH NO UMIT 3 BOTTOM CHORD 8 PSF 100 5 INCH 2 NA 5 INCH 50 3 = I FR E= - PLACES OO 6 INCH 45 d INCH NO LIMIT 3 MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL 125 6 INCH _ 15 6 INCH NO LIMIT 3 PPLICABLE PORTIONS OF THE UBC AND UMC. FLUE LINER MINIMUM 5/8 FIRE CLAY (OR _ _ QUIVALENT) PER UBC SECTION 3102 AND TABLE 31 -B. FLUE AREA PER UBC TABLE 125 7 INCH 70 7 INCH NO LIMIT 3 1-A. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH 2 • FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN '" TABLE 3 OUTSIDE SOURCE OF COMBUSTION AIR, MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA, PROVIDED WITH READILY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO BEAR U.L. OR , ICBO SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NUMBER OF I MINIMUM MINIMUM MAXIMUM MAXIMUM HEARTHS TO EXTEND 20" IN FRONT OF AND 12" BEYOND EACH SIDE OF FIREPLACE BEDROOMS SMOOTH DUCT FLEA( DUCT LENGTH NUMBER OF OPENINGS. DIAMETER DIAMETER FEET SLBOWS 1 2 2 OR LESS 6 7w 20 3 31 7w an 20 3 41 so 9 a 2 0 1 1 3 NSA I MECHANICAL _SQL_'IG FUEL BURNl Cz API=I aA VCES OUD FUE BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM EATERS FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. N NLES L COMPLY NTH PROMSIONS OF SECTIONS 906 U AND 908. UMC. APPLIANCES HEOTIfVC - -_ F CH DWELLING UNIT SHALL BE PROVIDED WITH HEATING f CAPABLE OF INTAINING A TEMPERATURE OF 70 F AT A HEIGHT OF 3 ABOVE THE FLOOR IN ALL ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION 302.1, SHINGTON STATE ENERGY CODE. SECTION 310.11, UBC. DEFINITION: BUILDING ENVELOPE. THE ELEMENTS OF A BUILDING WHICH ENCLOSE SEC 201, CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE W.S.E.C. TRANSFERRED TO OR FROM THE EXTERIOR, EXCEPT AS EXEMPTED BY THE PROVISIONS OF SECTION 101.3.1. A - FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING EN E ROUST NSTRUCTED UNDER THE WASHINGTON STATE ENERGY CODE SHALL 08TAIN AIR FROM OUTDOORS. MEETING THE PROVISIONS SECTION 703, UMC. 13 TO R OMEETTI �E P ROVISIONS VI SIO LOC NS OFSEI'IONB�DE THE . BUILDING ENVELOPE SHALL BE VENTED C - DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR. REFERENCE SECTIONS 702 - 70� U.M.C. ALL WARM -AIR FURNACES SHALL BE LISTED AND LABLED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. SECTION 304, UMC. i APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS. ALCOVES OR CONFINED SPACES SHALL BE SO LISTED. SECTION 304 UMC. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE EXCEPT DIRECT T FURNACES. ENCLOSED FURNACES AND ELECTRIC HEATING F'URNACEb. SECTION 315.1), UMC. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN 12" WIDER THAN THE FURNACE OR FURNACES INSTALLED THEREIN WITH A MINIMUM CLEAR WORKING SP ACE ( aSS THAN 3" ALONG THE SIDES. BACK AND TOP OF THE FURNACE. SECTION 315.1 1). UMC. LIQUIFIED PETROLEUM GAS - BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER- THAN -AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE -GRADE UNDER -FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. SECTION 304.6. UMC. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW. ' SPARK OR FUME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES AB(' vc. THE FLOOR LEVEL. SECTION 308.2, UMC. . • . *. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEARATING A RESIDENC (GROUP R, DIVISION 3 OCCUPANCY) ROM A GARAGE GROUP U, DIVISION 1 OCCUPANC PROVIDED SUCH DUCTS WITHIN THE GARAGE ` ARE CON OF STEEL HAVING A TH UNESS NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAUGE AND HAVE NO OPENINGS INTO THE GARAGE. SECTION 302.4, UBC. WARM -AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY r MATH SECTIONS 319. 320, AND 605. UMC. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 8 . AND TABLES NOS. 8 -A AND 8 -8. UMC. EVERY FACTORY BUIL CH IMNEY, TYPE L VENT TYPE B GAS VENT OR TYPE OW GAS IMANU ACTURER 'I INS INSTRUCTIONS AND A THE APPLICABLE PROV OF I F' SECS 803. 814, UMC. U -A TYPE 8 OR SW GAS VENT SHALL TERMINATE PER SEC. 808.4 & TBL. 8 -A UMC. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF IME BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 OF THE VENT. SECTION 808.5, U.M.C. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER TABLE NO. 3 -C. UMC. oUCTWORrc A - DUCT SYSTEMS SHALL BE OF METAL AS SET FORTH IN TABLES NO. 6 -A, 8 -8 AND 6 -C OR FACTORY -MADE AIR DUCTS COMPLYING WITH UMC. STD. NO. 6 -1. UMC. 9 : S-A (RECTANGULAR DUCTS) AN SUBSTAN NO. 6A6 A S EC TI ON A D 60 1. 5 OUN DUCTS). TA BLE NO C - INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 603. UMC. } D - DUCT INSULATION SHALL BE INSTALLED IN ACCOR. WITH TABLE 5 -11 WSEC. INE 1 LLTRAT 1 ON CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES OPENINGS BETWEEN WALLS AND FOUNDATIONS BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS: OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOOR AND ROOFS- AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELb INTO UNHEATED SPACES. SHALL BE SEALED. CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 2. ALL EXTERIOR DOORS OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283 -73. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WIEATHERSTRIPPED, CAULKED, AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSEC SEC. 502.4.4. VAPOR BARRIERS / GROUND COVE! =3S AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL. (0.008 "_) BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAwt- SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING 1 IS INSTALLED ON THE WARM SIDE OF THE INSULATION. HEATING EQUIPMENT REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF GLAZING INSTALLED. FQR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF GLAZING. SEE WSEC TABLE 6 -2 " IN GENERAL NOTES. HVAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 15OX OF DESIGN LOAD. WATER TANK TO BE LABELLED PER 1987 NAECA. R -10 INSULATION UNDER ELECTRIC WATER HEATERS 2.5 GPM FLOW RESTRICTORS ON SHOWERS, TUBS AND LAVATORIES. FIREPLACES - CSITE BUILT AND ZERO - CLEARANCE? FIREPLACES SHALL BE PROVIDED WITH: A - TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. _ B - AN OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES, WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX. C - TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN. SOLID FUEL- BURNING APPLIANCES /WOODSTOVES SHALL BE PROVIDED WITH: A - OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE. 8 - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS. C - TIGHTLY FITTING GLASS OR METAL DOORS 31/ATE13 HEATERS WATER HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 1987 NAECA STANDARD AND BE LABELED AS SUCH. IN ADDITION, ELECTRIC WATER HEATERS INSTALLED IN UNHEATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R -10. (PING F HOT WA AM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING 5012, WSEC. SERVIICE _ WATER S PIPING Q TO R BE SULATED WITH R-�3R SEC. 503.11, TABLE SKYL_IGHTS SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING GLASS UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: A - THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET. S - THE HIGHEST POINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. C - THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 ". N t ` LOT AREA: 13,200 S.F. OWNER: NORM ROSENSTIEL LLC 14431 58TH AVE. SOUTH { ' OWNER: NC. TUKWILA WA w i i LEGAL 19 -20 6 HILLMANS SEATTLE GARDEN TRSALL OF 19 do N 7 FT OF W 72 FT OF 20 336590059505 4 r . r 1 4 + N . 7. i �r ' r r IL e < oi l p T . 7673 ISTERED ITEC � R V r M main i . . r r W z r � O u• «a owva,W►r I � ,,,•,....�• -- � it M ►-• r O .SffE A - SCALE: + -e 58 AVE. S. '•••- ""'•�- FI LE COPY I understarrd that the Plan Check approvals are subject to errors and omissions and approval of p!ans does nct autho- the vk9abw? of any adopted code or ord nano. Receipt of con- tractor's copy of appmved p1m ackroMledged. • S _ �TjZ]� . e � S TO E_ $ROL �q .. � �� � A :1. ' B IWSI•� 14FF'R4►VU' =I* A WO �pp�IN. AtIM m� , sEp RA ATE PERMIT QUIRED FOR: MECHANICAL ELECTRICAL PLUM13ING RGAS PIP11 "'O CITY OF TUKWILA BUILDING DIVISION owcom (Iry FEB 9 2004 HALT 06 ER DSte 2.8.2004 SITE PLAN GENERAL MOTES PROJECT DATA • "- -- Job No. 0401 sheet Of Al v t r Y K • ` r .y S n - r .. ._ _ •�, .� /�,+,� `.[ •'� 1 4 w ., . � . ', r t* - e. i v . , n. L ♦ r }6 . • . ♦t , •t � •w :. � .A ... -. f . • i d • n � f1r w... r . 4 f M . . t,► i 1 � � '` yM• .�.7'.�' 1 ♦r � •"b1f,� :' � - r ITV l.'': • U " wv. • J w . � r . r t✓ +, • 1. t , � 01 Rol I lap 3.) Individual stair treads shall be designed to support a 300 pound load at the point of 7216" MIN. maximum stress. 4.) The treads shall provide a clear walking area of 26 inches. ,5.) ,A minimum 7-1 09 run shall be provided at 1997 Uniform Building Code, Section 1003.3.3.8.3 12" from the end of the narrowest portion of tread. Spiral Stairways(Summary): 6.) A minimum 6' - clear' headroom shall be 1.) The area served by the stairway shall be provided. limited to 400 square feet when used as the required means of egress. 7.) The maximum riser shall be 9-1/2". Max. 4" openings. 4 1 2.) The stair stringers or supports shall be designed for a uniform load of 100 pounds per 8•) A guardrail (UBC 509) and handrail (UBC square foot. - 1003.3.3.6) are required. 3' -0 1/2 0 9' -10 1/2 ft " 9' -4 1/2 o I EX 8070 FIX i N 5. -0„ TUB _ W /SHWR. V N °ji OD BE OOM .t o T ILA- oo MASTER J o -- x CARPET I _ 11 D o @ 110 S 668 N 1' 6" 6' - 1" 5 - 3' -8 1/2 7' -0 1/2 _t 2668 4' -b 1/2 WAR DROBE 00 00 2468 UTIL.. F &S cn ct°o Wv N 1 �- � � � �N EXI 1 Q. R E ZS >_ 00 1 w lc r f 031 S( I ) N-1 W CARPE � i I[ WARDRQL� I i Y 1. WRITTEN DIMENSIONS TAKE PRECEDENCE , 1 1 ' OVER SCALED DIMENSIONS . - T M 2. ° ± un - R &S 7873 REGISTERED H ECT I ( A STA N Q EX 5030 FIX , 110 SD 2668 4. ALL EXISTING EXTERIOR WALLS 20 WITH X R -13 INSULATION (NEW) UNLESS NOTED OTHERWISE. � 5. ALL FRAME NAILING TO SATISFY , y �QS O BED PLATFORM (STAIR HEADROOM) '''' " P�YIIY000 EDGES AND NAIL WITH 100 AT EX 8070 FIX rMv r 1 ! 6 O.C. TYPICAL ALL EXT. WALLS. Z Up SD 5' -0" ' !�■1 , ` i -. l`I - y is TUB W /SH WR. .. inc N BEDROOM= o N CARPET in N I O M Op Q M 10 BEDRO - - o CARPET r b (n o 0 1 r r 0 I� O t iD o . 3 I m CE 3 I iD 1 EX 2650 SH z � LEMEW - / roug7i 0 6• . - - x,Q N __._J I �,F, EXISTING ROOF = NO CHANGE a � BEW ECK 40 0 df 7' - 1/2 4' -9" 2' -4" 2' -4" ..� - 17 -10 rPICAL DECK CONST ATERPROOF MEMBRANE 3/4" T&G PLYWOOD SUBFLOOR TAPERED SHIMS (SLOPE 1 /4 0 PER FT.) P D. R RIPPED) 200's O 16" O.C. 1 12" GYP. SOFFIT BOARD 2 CONT. SCREENED VENT PERPENDICULAR TO JOISTS NOTE: PROVIDE DRAINAGE SCUPPERS SECOND FLOOR PLAN SCAL -E: 1/4"=V-0" 924 S.F. DECK -68 S.F. TOTAL HOUSE AREA - 2 S.F., OECK -68 S.F. � w r WAC 51 -114" TAk 6-1. TABLE 6-1 PRESCRIPTIVE RECIUIREMENTe' FOR GROUP R OCCUPANCY �. Z MATE ZONE 1 ih N t� N 4 R 1 It M N � T 1 1, UPPER FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS Q. ALL NEW HEADERS TO BE 4X10. D.F. 4NLESS OTHERWISE NOTED, CHECK PLAN. 3. BOTTOM OF HEADERS TO BE 6' -8" THIS FLOOR UNLESS OTHERWISE NOTED. 4. ALL EX. EXTERIOR WALLS 20 WITH R -13 NEW INSULATION UNLESS NOTED OTHERWISE. NEW 2X4 O 24" O.C. FIRRED WALL FOR NEW ROOF FRAMING SUPPORT 5. ALL FRAME NAILING TO SATISFY CHAPTER 23 U.B.C. BLOCK ALL PLYWOOD EDGES AND NAIL WITH 10D AT 6" O.C. TYPICAL ALL EXT. WALLS. , 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 7, PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT - EXISTING , THIS FLOOR, UNLESS OTHERWISE NOTED. 9. FIREBLOCKING AT ALL PLUMBING PENETRATIONS. 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "x" G.W.B. 11. VOID 12. FINISH ALL CEILINGS WITH 5/8" G.W.B. 13. PROVIDE 26 -GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP.) LAP BUILDING PAPER OVER. 14. NEW WINDOWS SPECIFIED ARE MFGR. BY: MILGARD. OR EQUAL. U = 40 OR BETTER CONTRACTOR TO VERIFY ALL ROUGH .OPENINGS. 15. ALL VOIDS TO BE FIRE /DRAFT BLOCKED PER U.B.C. SECTION 708. 16. CEILING JOISTS TO BE 2X8 AT 16" O.C., TYPICAL U.N.O., PLAN SHOWS JOIST DIRECTION. 17. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER U.B.C. SECTION 70088 18. ALL TUBS AND SHOWERS: • FIREBLOCKING BETWEEN STUDS. » LIMIT SHOWER FLOW TO 3 G.P.M. & WATERPROOF WALL TO WITHIN 70" ABOVE DRAIN INLET. • ALL GLAZING WITH 7W ABOVE DRAIN INLET TO BE SAFETY GLASS. * NO VAPOR BARRIER BEHIND G.W.B. 19. ALL SMOKE DETECTORS TO BE 110 VOLT W/ BATTERY BACK -UP. 20. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 1 1 /2" AWAY FROM WALL. REFER TO DETAIL 14 ON SHEET NO. 2. X L_ O O co X W o. i t; o - t0 of i W r EX 5070 FIX CO co N �t M , X 0 1* X W e ' 0 I r w N n � i. OL W Z E SS �J MAIN FLOOR FRAMING NOTES i Y 1. WRITTEN DIMENSIONS TAKE PRECEDENCE , 1 1 ' OVER SCALED DIMENSIONS . w N n � i. OL W Z E SS �J I s 17' -7 3/4" 8' -6 3/4" 10 ,,va an OnM� X. FIRST FLOOR FLAN SCALE: 1/4 = i ' -0" WECOM FEB 9 2004 NMCT CENTER DEC-24 .Q a Date 2.6.2004 FIRST FLOOR PLAN THROUGH BASE OF GUARDRAIL JL. IS% 0.40 -0-9 020 A -38 -30 R -21 R•21 I R -10 Itr30 1kff 1 Q 3 S.F. � 0,2p A-3 A- 30 R -21 R•21 R -10 R - �t� Job No 0401 EL Unhn*w 0.40 0 - Gm" R-3 - Sheet Of Owipawy .'�.,. �..., � ••?�' , `1�7 4 �tjR , R7 �`� '�qf�y !r '1R - '#I.T ►T�. �'� '+!l} M'�'' .y a.��r �t ��'..� two. r PS� •� � A2 • 4 x _ .� .� • • •f .I M- s ell to >ln's A•N.r .. n 1. �[ t. . , •a, •�'-.. r'dr,l.`.- Fn:J'ir✓. l... T � .. k,. 1 :.. _ .. .v , ..... _ _ - -, . �. +r � - � .••- r rye +1.. •,�. tea. - .. ., r fir.+ � r► -. « +.w••.+► » «► ••..✓� n+a.... •-.• . ,«..,�.. . s.. .- _ .. .. .•... a - . r+• wir .wM.�•- ��..•�.•+....ir..�..rwM •ti... -. �.+. ..s �� ... -- _ ... ... r.. _ ... +1,,.. � ,.��..+�•.�', .. �..•.' �`.�'Y�E....�..��:"'ii..1�3.... rC.. ». � �!""�Y'.I�vc� y» r . ,... 4 � ,•, s.. w, . as ...... :r. •r . 4 J• �� ' r .4 • '� ^.. ...r+. f M P � f ROOF FRAMING NOTES 4. AL. RAFTERS TO BE: 2XS AT 24 O.C. TYPICAL. U.N.O. 6. PROVIDE ROOF VENTS PER SEC. 1505.3 U.B.C. 7. ROOF PITCH IS 11:12, TYPICAL S. ROOF OVERHANG IS 12 9. PROVIDE SIMPSON H1 OR H 2.5 F RAMING AN C H ORS VER Y RRAFT 4' OTH ER R " FROM CORNER 7 10. VENTED BLOCKING OVER SUPPORTS. 12. BRACING: (STICK FRAMED AREAS ONLY) + 2 2X4 UP TO 10' LONG. • 2 2X6 10' TO 14' LONG. • 3 2X6 OVER 14' LONG. 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 17. ALL POSTS TO BE 2 -2X STUDS, UNO SCOPE OF WORK. BUILDING EXTERIOR REMAIN UNCHANGED EXCEPT NEW DECK AT SECOND FLOOR. BASEMENT FIRRING WALLS -NEW BEDROOM, KITCHEN AND BATH WITH THE GOAL TO CONVERT BASEMENT INTO ASSESORY UNIT. -DOUBLE EXISTING FRAMING (2X8 024 ' EXISTING, 2X8 O 12•' NEW - NEW R -30 INSULATION ABOVE CRAWL SPACE - NEW R -13 INSULATION FOR FIRRING WALLS - NEW ANCHOR BOLTS ® 4'0. C. MAIN FLOOR - NEW KITCHEN - REPAIR AND ENFORCE EXISTING FRAMING FOR NEW UPPER FLOOR LAYOUT. , -NEW WALL INSULATION , UPPER FLOOR - NEW BEDROOM ARRANGEMENT (NEW BEDROOMS LAYOUT) ' - ENFORCEMENT OF ROOF FRAMING WITH 2X8 RAFTERS O 24" OC, AS ADDITION TO 2X4 RAFTERS 24" O.C. WITH COLLAR TIES. (2001 SECOND EDITION) 101.3.2 EXEPTION 2. i x MAIN FLOOR FRAMING NOTES i Y 1. WRITTEN DIMENSIONS TAKE PRECEDENCE , 5 z OVER SCALED DIMENSIONS . SE 5 T 2. y ± UNLESS OTHERWISE NOTED, CHECK PLAN. 7873 REGISTERED H ECT 3. A STA AMOV OF TON THIS FLOOR UNLESS OTHERWISE NOTED. EX 5030 FIX , 4. ALL EXISTING EXTERIOR WALLS 20 WITH R -13 INSULATION (NEW) UNLESS NOTED OTHERWISE. CID X N R F 2668 5. ALL FRAME NAILING TO SATISFY , o "- CHAPTER 23 U.B.C. BLOCK ALL '''' " P�YIIY000 EDGES AND NAIL WITH 100 AT EX 8070 FIX rMv r 1 ! 6 O.C. TYPICAL ALL EXT. WALLS. Z k !�■1 , ` i -. l`I - y is I s 17' -7 3/4" 8' -6 3/4" 10 ,,va an OnM� X. FIRST FLOOR FLAN SCALE: 1/4 = i ' -0" WECOM FEB 9 2004 NMCT CENTER DEC-24 .Q a Date 2.6.2004 FIRST FLOOR PLAN THROUGH BASE OF GUARDRAIL JL. IS% 0.40 -0-9 020 A -38 -30 R -21 R•21 I R -10 Itr30 1kff 1 Q 3 S.F. � 0,2p A-3 A- 30 R -21 R•21 R -10 R - �t� Job No 0401 EL Unhn*w 0.40 0 - Gm" R-3 - Sheet Of Owipawy .'�.,. �..., � ••?�' , `1�7 4 �tjR , R7 �`� '�qf�y !r '1R - '#I.T ►T�. �'� '+!l} M'�'' .y a.��r �t ��'..� two. r PS� •� � A2 • 4 x _ .� .� • • •f .I M- s ell to >ln's A•N.r .. n 1. �[ t. . , •a, •�'-.. r'dr,l.`.- Fn:J'ir✓. l... T � .. k,. 1 :.. _ .. .v , ..... _ _ - -, . �. +r � - � .••- r rye +1.. •,�. tea. - .. ., r fir.+ � r► -. « +.w••.+► » «► ••..✓� n+a.... •-.• . ,«..,�.. . s.. .- _ .. .. .•... a - . r+• wir .wM.�•- ��..•�.•+....ir..�..rwM •ti... -. �.+. ..s �� ... -- _ ... ... r.. _ ... +1,,.. � ,.��..+�•.�', .. �..•.' �`.�'Y�E....�..��:"'ii..1�3.... rC.. ». � �!""�Y'.I�vc� y» r . ,... 4 � ,•, s.. w, . as ...... :r. •r . 4 J• �� ' r .4 • '� ^.. ...r+. f M P � f ROOF FRAMING NOTES 4. AL. RAFTERS TO BE: 2XS AT 24 O.C. TYPICAL. U.N.O. 6. PROVIDE ROOF VENTS PER SEC. 1505.3 U.B.C. 7. ROOF PITCH IS 11:12, TYPICAL S. ROOF OVERHANG IS 12 9. PROVIDE SIMPSON H1 OR H 2.5 F RAMING AN C H ORS VER Y RRAFT 4' OTH ER R " FROM CORNER 7 10. VENTED BLOCKING OVER SUPPORTS. 12. BRACING: (STICK FRAMED AREAS ONLY) + 2 2X4 UP TO 10' LONG. • 2 2X6 10' TO 14' LONG. • 3 2X6 OVER 14' LONG. 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 17. ALL POSTS TO BE 2 -2X STUDS, UNO SCOPE OF WORK. BUILDING EXTERIOR REMAIN UNCHANGED EXCEPT NEW DECK AT SECOND FLOOR. BASEMENT FIRRING WALLS -NEW BEDROOM, KITCHEN AND BATH WITH THE GOAL TO CONVERT BASEMENT INTO ASSESORY UNIT. -DOUBLE EXISTING FRAMING (2X8 024 ' EXISTING, 2X8 O 12•' NEW - NEW R -30 INSULATION ABOVE CRAWL SPACE - NEW R -13 INSULATION FOR FIRRING WALLS - NEW ANCHOR BOLTS ® 4'0. C. MAIN FLOOR - NEW KITCHEN - REPAIR AND ENFORCE EXISTING FRAMING FOR NEW UPPER FLOOR LAYOUT. , -NEW WALL INSULATION , UPPER FLOOR - NEW BEDROOM ARRANGEMENT (NEW BEDROOMS LAYOUT) ' - ENFORCEMENT OF ROOF FRAMING WITH 2X8 RAFTERS O 24" OC, AS ADDITION TO 2X4 RAFTERS 24" O.C. WITH COLLAR TIES. (2001 SECOND EDITION) 101.3.2 EXEPTION 2. i x tn e n I r i - NEW ROOF R -38 INSULATION - NEW SPIRAL LETTER TO OPEN ATTIC SPACE ... + • , NEW DORMER PER PLANS AND ELEVATIONS t r 1 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 1 .7. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT PER SECTION AA (EXISTING) 9. FIREBLOCKING AT ALL PLUMBING j PENETRATIONS. ' 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" G.W.B. 11. DENOTES SOLID BEARING UNDER i CaNCENTRATEO OADS USE �� 2X6 AT 8 WALLS. USE �2) 2X4 A WALLS I ; UNLESS OTHERWASE NOTED. 12. FINISH ALL CEILINGS WITH 5/8" G.W.B. 13. VOID 14. PROVIDE 26 -GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP.) LAP BUILDING PAPER OVER. 15. HOLD SIDING 6" ABOVE FINISH GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFGR. BY: MILGARD. OR EQUAL. U = 40 OR BETTER CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 17, FASTEN MULTI-LAM 2X BEAMS PER TABLE 23- II -B -1. U.B.C., TYPICAL 18. UPPER FLOOR FRAMING TO BE 2X10 O 16' O.C.., TYPICAL U.N.O. PLAN SHOWS JOIST DIRECTION. 19. VOID 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER U.B.C. SECTION 70088 21. INSTALL WATER HEATER PER 1987 NAECA, SEE SHEET 1. PROTECT FROM IMPACT PER 1997 UMC 304 do 308.1. 22. FURNACE TO BE PLACED 18" ABV. FLOOR ON 1 HOUR FURNACE PLATFORM W/ (2) 3/4" LAYERS PLYWOOD. PROTECT FROM I P CT PER 1997 UMC 308.1 do 304. 23. VOID 24. INSTALL DIR. VENT. FRPL. PER TERMS OF LISTING AND MFGRS SPECS. PER SECTION 3102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF 1 1/2 FROM WALL, REFER TO DETAIL 14 ON SHEET NO. 2. 26. DENOTES BEARING POINT AND HOLD DOWN LOCATION 27. ALL MECHANICAL DUCTS TO BE CONSTRUCTED OF 26 GA. GALV. STEEL do SHALL HAVE NO OPENINGS INTO GARAGE MAIN FLOOR FRAMING NOTES i Y 1. WRITTEN DIMENSIONS TAKE PRECEDENCE , OVER SCALED DIMENSIONS . i } T 2. ALL NEW HEADERS TO BE 4X10. D.F. r1 ± UNLESS OTHERWISE NOTED, CHECK PLAN. 3Z' -6 1 /4" 10' -5 3/4" 14' -7 1 /4" : 3. BOTTOM OF HEADERS TO BE 6' -8" THIS FLOOR UNLESS OTHERWISE NOTED. EX 5030 FIX 4. ALL EXISTING EXTERIOR WALLS 20 WITH R -13 INSULATION (NEW) UNLESS NOTED OTHERWISE. CID X N R F 2668 5. ALL FRAME NAILING TO SATISFY , o "- CHAPTER 23 U.B.C. BLOCK ALL '''' " P�YIIY000 EDGES AND NAIL WITH 100 AT EX 8070 FIX rMv r 1 ! 6 O.C. TYPICAL ALL EXT. WALLS. tn e n I r i - NEW ROOF R -38 INSULATION - NEW SPIRAL LETTER TO OPEN ATTIC SPACE ... + • , NEW DORMER PER PLANS AND ELEVATIONS t r 1 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 1 .7. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT PER SECTION AA (EXISTING) 9. FIREBLOCKING AT ALL PLUMBING j PENETRATIONS. ' 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" G.W.B. 11. DENOTES SOLID BEARING UNDER i CaNCENTRATEO OADS USE �� 2X6 AT 8 WALLS. USE �2) 2X4 A WALLS I ; UNLESS OTHERWASE NOTED. 12. FINISH ALL CEILINGS WITH 5/8" G.W.B. 13. VOID 14. PROVIDE 26 -GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP.) LAP BUILDING PAPER OVER. 15. HOLD SIDING 6" ABOVE FINISH GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFGR. BY: MILGARD. OR EQUAL. U = 40 OR BETTER CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 17, FASTEN MULTI-LAM 2X BEAMS PER TABLE 23- II -B -1. U.B.C., TYPICAL 18. UPPER FLOOR FRAMING TO BE 2X10 O 16' O.C.., TYPICAL U.N.O. PLAN SHOWS JOIST DIRECTION. 19. VOID 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER U.B.C. SECTION 70088 21. INSTALL WATER HEATER PER 1987 NAECA, SEE SHEET 1. PROTECT FROM IMPACT PER 1997 UMC 304 do 308.1. 22. FURNACE TO BE PLACED 18" ABV. FLOOR ON 1 HOUR FURNACE PLATFORM W/ (2) 3/4" LAYERS PLYWOOD. PROTECT FROM I P CT PER 1997 UMC 308.1 do 304. 23. VOID 24. INSTALL DIR. VENT. FRPL. PER TERMS OF LISTING AND MFGRS SPECS. PER SECTION 3102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF 1 1/2 FROM WALL, REFER TO DETAIL 14 ON SHEET NO. 2. 26. DENOTES BEARING POINT AND HOLD DOWN LOCATION 27. ALL MECHANICAL DUCTS TO BE CONSTRUCTED OF 26 GA. GALV. STEEL do SHALL HAVE NO OPENINGS INTO GARAGE FOUNDATION NOTES 10. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SC ALED DIMEN-RJOW-r. p ALL FOOTING TO HAVE A MINIMUM DEPTH OF 18 BELOW FINISH GRADE. - 10. STEP FOUNDATIONS PER SITE CONDITIONS. 10. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 2,000 PSF BEARING PRESSURE (REFER TO SOILS REPORT WHEN REQUIRED). EX. ROOF 11:12 SLOPE 10. ALL W000 IN CONTACT MATH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR 'WEATHER TO BE PRESSURE TREATED. 10• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. r 10. PROVIDE TEMPORARY BRACING AS (' CONNECTIONS ND S ALL FFEN NGS HAVE NEW DECK BEEN INSTALLED. 10. PROVIDE DOUBLE JOISTS OR BLOCKING AT PARTITIONS ABOVE. 10. PR 0' \A 14" X 6" FOUNDATION VENTS WITH 1 4" CORROSION RESISTANT WARE MESH S REQUIRED PER CODE. 10. CRAWL SPACE TO BE A MINIMUM OF 18" BELOW FLOOR JOIST AND 4 .2 0 BELOW BEAMS OR GIRDERS WITH MIN. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12" AT SEAMS AND EXTENDED UP - r FOUNDATION WALL TO SILL PLATE 11 If II II I l " II 11 If II II II 1_ r N iD I i ■r o 26'-2 1 I Ca » 6X6 P � cK> o » o � a� , 17 4 1/2 L �C G �'� �8 -10 �2 I co �o I , 'as N � N I , co fr- NEW DECK - NEW 6X6 PT POSTS EX. ROOF 11:12 TYPICAL. 11. ALL BEAMS TO BE 4 X 8 DF #2 tXi 12. ALL POSTS TIO BE 4 X 6 FOOTING SCHEDULE 30" DIAMETER X 10" THICK CONCRETE - FOOTING WITH (3) #4 BARS EACH WAY. ' • )0" S I I I I * COMPOSITION ROOFING OVER 30 FELT OVER • r W 1 A •Q I 1 L I C • 1/2 CDX PLYWOOD / CCX AT • RAFTERS /TRUSSES /CEILING JOISTS * ,d " h R - BATT OR BLOWN -IN INSULATION MIN. 00 I I I I * COMPOSITION ROOFING OVER 30 FELT OVER • r W 1 A •Q I 1 L I C • 1/2 CDX PLYWOOD / CCX AT • RAFTERS /TRUSSES /CEILING JOISTS * OVERHANGS PER PLAN " E R - BATT OR BLOWN -IN INSULATION MIN. Q 00 +� 5/8" GYPSUM WALL BOARD Woe r•r II WALL CO N STR UCT10•J RONT ' ELEVATION f f • SIDING PER ELEVATIONS - MATCH EXISTING • 15 2 BUILDING PAPER 1 � SCALE 1 / T "= s ' - O " I 0 1 / " CDX PLYWOOD SHEATHING' 0 2X4 STUDS AT 16" O.C. MIN.) " P -13 BATT INSULATION W TH V.8. FACE STAPLED. � FLOOR CONSTRUCTION • FINISH FLOOR PER PLANS r • 3/4" T &G PLYWOOD GLUED AND NAILED FLOOR JOISTS PER PLAN • R -30 BATT INSULATION MIN. OVEf, UNHEATED AREAS • POST AND BEAM .b MIL BLACK VAPOR BARRIER }► i ,: 1 1'E E R& NOTES: 21. Penetrations of fire rated walls and ceilings shall be protected 1. All work shall comply with the latest editions of the Uniform with approved fire -rated assemblies or firesto systems in y Building Code, Mechanical, Electrical, and Energy Codes. accordance with UBC Sections 709.6 and 710 .2. .I , • 2. Contractor shall verify all site conditions and building 22. Deck railings required if surface is 30 or greater above 0° ' dimensions prior to proceeding with the work. Any variation from ground or floor below and shall be min. 36" high and shall have conditions and dimensions shown on the drawings shall be intermediate rails or ornamental pattern such that a sphere 4" in f reported to the Architect for resolution prior to construction, diameter cannot pass through. otherwise contractor shall be solely responsible for costs of any 24. All wood in contact with concrete or exposed to weather shall necessary remedial work. Written dimensions shall have be cedar or pressure treated. precedence over scaled dimensions. 25. Provide min. of 6" between earth and untreated wood. 3. Do not scale drawings for critical dimensions. Dimensions 26. Wood members entering masonry or concrete require 1/2 net M I � shown are to centerline of columns, outside face of concrete air space on top, sides and ends. i I walls, and exterior face of stud walls unless otherwise noted. 27. Columns and posts: Project plinths 2" above concrete floor 4. Repetit ve features drawn only once shall be provided or corner (6 inches above earth) and anchor. Provide 90# felt ' completely as if drawn in full. between footing and post. s WIC BATH 5. The Architect assumes no responsibility as to the physical characteristics of the soil, nor does the Architect verify the 28. Cover soil throughout crawl space with 6 mil vapor bar. rier. x + accuracy of the engineering data supplied by others. Lap 1' -0" at each joint and extend up foundation wall to outside s 7. Heating unit to maintain 70' F. at 3 above the floor when 10 grade line. 18" min. crawls ace under joists and beams spaced 9 p I ` , F. outside temperature. to 5', 12" under beams and girders more than 5' - o.c. 8. Fire damper ducts piercing separation wall or ceiling between 29. Provide unobstructed crawl space access, min. 18" x 24 ". , garage and residence or provide min. 26 gage galvanized steel ducts. 30. Foundation ventilation: min. 1 sq. ft. for every 150 sq. ft. of 10. Provide safety glass in all hazardous locations per UBC crawl space area. ` Section 2406.4 including glazing at doors, within 24 inches of 31. Car all footin s to a min. depth of 18" below finish grade g . P g /or 70 bearing. doorways, at tub /shower enclosures, at stair and sold ,. balustrade 32. All exterior foundation walls below grade shall be dompproofed ti landings, and at railing panels. Glass within 18 of on the earth side from top of footing up to finished grade. ° floor and greater than 18" in least dimension shall be safety 33. Roof and footing drains shall be tightlined separately to a, EXISTING glass• approved discharge if required. 11. tight and ventilation shall conform to UBC Section 1203. 34. Storm drainage control shall meet requirements of Tukwila , Window area in habitable rooms must be min. 1 /10th of floor Engineering Department Standard Plan. area or 10 sq. ft. min. Open window area must be min. 1 /20th 37. MECHANICAL: Provide complete heating, ventilation and air of floor area for natural ventilation, 1.5 sq. ft. min. conditioning (HVAC) system with gas furnace in accordance with 12. Windows within 10' of grade shall be provided with latching Uniform Building Code Section 310.11 and Washington State devices. Ventilation and Indoor Air Quality Code. Install in conformance 14. All required fire doors shall boor a label from a recognized with Uniform Mechanical Code. Provide kitchen and agency. bathroom exhaust fans. Provide whole house ventilation per ; 15. Provide a dead bolt with 1 " min. throw and viewport at Ventilation Code Section 302.2.2. exterior doors. 38. ELECTRICAL: Provide complete electrical service, power and o 16. All locks shall be operable without special knowledge or effort. lighting to the building in conformance with the Uniform Electrical i EXISTING Exterior doors shall be openable from inside without the use of a Code. Lighting fixtures to be as selected by owner. Provide key. complete telephone service and cable TV with outlet locations 20. Garage and dwelling occupancy separation shall be min. nested by owner. 39. PER where re MITS: All plumbing, mechanical and electrical work to be 1 -hour rated gypsum drywall 5/8" Type "X" and shall be toped bidder - designed. Provide and submit all necessary drawings, and finished. Wrap all exposed posts, beams or walls supporting calculations, applications, and fees to City of TUKWILA Deportment - the R -3 occupancy with a minimum of %" gypsum wallboard. of Construction, and obtain all required permits prior to construction. EX. BASEMENT /FOUNDATION PLAN SCALE: 1/4 "= '-•0" 500 S.F. (NEW HEATED AREA) FOUNDATION VENT CALLS. am 433/ 150 • 2.8 S.F. FDN REQ'D EX. ONE WINDOW 30"X26" 6 5.4 S S. F. ) NEEDS SECOND VENT FOR 0 S N TILATION r ' A I � a C� N r� +!M! p 0 Z w 8 Ito 7873 GISTER HI T ow of ARt�I v O RO, t0 ST was • oN ` .. t t! SECTION AA SCALE: 1/4" 1 ' -0" effy FEB 9 20 ' �T o�rrat 7 DEC-22,03 C .Q CL Date 2.6.2004 SIRS i FLOOR �:)LAN Job No. 0401 Shat Of A3 4 r '1 b 4 S y , h ,; ✓ �. w y.� t�� '�- ♦. .� -.• •'... ° ♦ .. . . . .. ,� .. .. VV' i+.y'"'11` f .�wr w.r♦ r .,;Ky '•.rr- s -tGs.n i., �,/.,n. .• :,rV■M' r -.r. -. �.,. rth .� _. 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