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HomeMy WebLinkAboutPermit D05-072 - REHABITAT NORTHWEST - REMODELREHABITAT NORTHWEST 13534 MACADAM RD S D05 -072 -i City C. Tukwila DEVELOPMENT PERMIT Parcel No.: 2613200049 Address: 13534 MACADAM RD S TUKW Suite No: Tenant: Name: REHABITAT NORTHWEST Address: 13534 MACADAM RD S, TUKWILA WA Owner: Name: REHABITAT NORTHWEST, INC. Address: 3601 WEST MARGINAL WY SW, SEATTLE WA 98106 Phone: Contact Person: Name: STEVE DETWILLER Address: 5639 16 AV SW, SEATTLE WA 98106 Phone: 206 - 255 -3474 Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW, SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ Steven M. Mullet, Mayor Steve Lancaster, Director DOS -072 05/08/2006 11/04/2006 Expiration Date: 05 /09/2007 DESCRIPTION OF WORK: REPLACE DECK, ROOF SHINGLES, WINDOWS, SIDING. INTERIOR NON- STRUCTURAL WORK. ADDITION OF A 1ST AND 2ND FLOOR FOR NEW STORAGE AND GARAGE ON 1ST FLOOR AND NEW LIVING SPACE ON 2ND FLOOR. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, AND STORM DRAINAGE. VAL -VUE SEWER DIST. & WATER DIST. 125. Value of Construction: $237,210.54 Fees Collected: $6,879.71 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** doc: IBC - PERMIT 005 -072 Printed: 05 -OB -2006 Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. its z Z JU UO CO) 0 . LJ J C0 u.. W U_ a CCY, =w F- O; z F-- O w w. O ui z; O ~° z City t . Tukwila Steven M. Mullet, Mayor Departmei :t of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Steve Lancaster, Director D05 -072 05/08/2006 11/04/2006 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 100 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: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: � Inqld I hereby certify that I have read and x mi (e)dthis 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. 1 I Signature: Date:- -�T` Print Name: a". AZ4� . 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. ZZ B IZ OC W u� D. U co 0 CO =' J CO L w O. 9 _j L� = d. w �. O: z t-� 5; U� ! 0 CO 13 r•- w uj Zy U. O w z O Z � Printed: 05 -08 -2006 doc: IBC- PERMIT D05 -072 i INS City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2613200049 Address: 13534 MACADAM RD S TUKW Suite No: Tenant: REHABITAT NORTHWEST Permit Number: Status: Applied Date: Issue Date: DOS -072 ISSUED 03/04/2005 05/08/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: 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. doc: Conditions D05 -072 Printed: 05 -08 -2006 z Z QQ JU UO M 1 w= co LL W O LL ¢. = Cd �W z� H- O z F— W5 U O co � H W U_ O W z UN O z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: 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. _ W 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall 5 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum v O distance of 4- inches shall be maintained above the controls with the strapping. Cl) o CO W � 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila ♦_-- Permit Center. Co U- w 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department U of Labor and Industries (206/248 - 6630). Cj)d 19: 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 z presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila z O shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the w w Building Official from requiring the correction of errors in the construction documents and other data. v o 20: ** *FIRE DEPARTMENT CONDITIONS * ** Co. 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the w_ v following concerns: +i- 0 22: Maintain fire extinguisher coverage throughout. Z v co 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot z be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. doc: Conditions D05 -072 Printed: 05 -08 -2006 r� C I X 1909 C of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire z Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC z 104.2) w 32: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and _3 0 the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) Co o � 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) �w O 34: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored U. or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) N d =w 35: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed z description of intended use. z O. 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of = o such condition or violation. N 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at ❑ F- w UJ (206)575 -4407. U t— LL 38: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** . Z w co 39: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and O completion of work at least 24 hours in advance. z 40: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 41: Any material spilled onto any street shall be cleaned up immediately. 42: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 43: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 44: From October 1 through April 30, cover any slopes and stockpiles that are 3H :1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 45: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 46: All recommendations of the Geotechnical Evaluation by LIU & Associates, Inc. dated July 23, 2004 and subsequent reports shall apply to this permit. doc: Conditions D05 -072 Printed: 05 -08 -2006 X j C it y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 47: Rockeries, if applicable, shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. i * *continued on next page ** doc: Conditions D05 -072 Printed: 05 -08 -2006 z .. z: �W J U U O' U o` W W O, J' U. Q. = CJ; F 2;. Z F.; H O. z F--' �p ;O N' W W` H. V V_ Of i Z; LU N , , O 'Z' 1 INS City 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 the performance of work. Signature: Date: � o Print Name: doc: Conditions D05 -072 Printed: 05 -08 -2006 i Z Q T Q T i Z° W W I J U: UO U 0- N W, W = N LL' W O' 2 �. J U- Q: N D. _° Z Z F--! :O CO) WW U- F.. u.i z� U CO) ,O Z i . t A w 2 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. 1) n n —D Mechanical Permit No. 1" I 05 — L? Public Works Permit No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: Z 32O 004 9 Site Address �5 , 3 � NL Ab 'M t S Suite Number: Floor: p Tenant Name: u ;o - eT A144Tftw &__ST" New Tenant. ❑ Yes ❑ ..No Property Owners Name: 1PE rk -1 A7 I-\UZ21 N'\_ I W (, . Mailing Add CONTACT PERSON City State Zip Name: dl_1 V 1 EZ t�2-�C �� Day Telephone: 2-0t. ER 1 r &9 1 Mailing Address City State Zip E -Mail Address: 0'? ('0C _S MfAJ , CmM Fax Number: 20(o ° 133 -- 13S : S GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: ? 1 Ek*Pt RA_V 7 I0c. .Mailing Address: S6SCA t6 l- 4 A, QIE— S 1N S•Ef � —%- LJE:. ik O TR 10 City State Zip Contact Person: ©; -- \\1 l L \'� 1��C�C.� Day Telephone: 2tD(n f::e \ S 9 E -Mail Address: ca;>c ©e Y,R� M S, t1 . [ r, "N Fax Number: L.0(.( 933 1 355 Contractor Registration Number: �R�IVLg7��Z -- Expiration Date: ;!r 14 I 2 * *An original or notat•ized copy of current Washington State Contractor License must be presented at he time of permit issuance ** ARCIIITECT 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: \N Mailing Address: \1 E. �A WwlcNi y1 _l= \N A\ 012— City State Zip Contact Person: MIN(T wAI\l& Day Telephone: L IM LAO 0SZ - 1 E -Mail Address h1 l N a \! NVA 6 Z dO 15 Y&WOO LOO Fax Number: 4Z.S �SR 0 tapplicationstpemtit application (7 -2004) Pace 1 z a , W W � JU 0 C o o w= (0 LL. W O Q� } OC��+ LL U) Cy = W Z f.. �_ O z l- w �o 10 N � f- W ~ H W z co O Z I BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ �D�ODD 1 i Scope of Work (please provide detailed information): f. o 3 r A i t tV\r ` ? 1 Will there be new rack storage? El.. Yes ❑ ...No 1 i If "yes ", see Handout No. Building Valuation: $ 1 J. cm� A 1 l ` C �,in x9-41, ,l.,\MA -ti L. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ..... Yes ❑ ..No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers ❑ ... Automatic Fire Alarm ❑ ... None ...Other (specify) 2>Mc V-Z l`�. E'IEC -102 - Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ❑...No if `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets, \applieations application (7-2004) pACe 2 Z W S Q i W� U O. CO 0 N =. N LL W O. J LL '. F=- W H O Z H. 5` U Cy O N. C1 H WW H U'. O .. Z U to . H F O z Existin Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I'Floor ' �no ,yCI NW\ 2" Floor 3` Floor — Floors thru .2— t S oo 1 Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Z Z' S a PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ..... Yes ❑ ..No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers ❑ ... Automatic Fire Alarm ❑ ... None ...Other (specify) 2>Mc V-Z l`�. E'IEC -102 - Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ... Yes ❑...No if `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets, \applieations application (7-2004) pACe 2 Z W S Q i W� U O. CO 0 N =. N LL W O. J LL '. F=- W H O Z H. 5` U Cy O N. C1 H WW H U'. O .. Z U to . H F O z PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): pE`t2M � 1 A_ - \NoLi — CH - 1 -- t�'T F_ C-ki . Call before you Dig: 1- 800424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ... Tukwila ... Water District # 125 ❑...Highline ❑...Renton ❑ ... Water Availability Provided Sewer District ❑...Tukwila Va1Vue ❑ ... Renton ❑ ... Seattle 0... Sewer Use Certificate [�] ...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 Annlication (mark boxe which apply): ri Civil Plans (Maximum Paper Size -22" x 34 ") .. Technical Information Report (Storm Drainage) ©... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond El ... Insurance ( D ...Easement(s) El ... Maintenance Agreement(s) ❑ ...Hold Harmless Pronosed Activities (mark boxes that a ❑ ... Right -of -way Use - Nonprofit for less than 72 hours El... Right-o f-way Use - No Disturbance �...Construction/Excavation /Fill - Right-of-way Non Right -o f -way _ ... Total Cut .V2'5 cubic yards ❑ ...Total Fill ) $°S cubic yards ❑...Sanitary Side Sewer ❑ ... Cap orRemove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ... Right -o f -way Use - Profit for less than 72 hours ❑ ... Right-of- -way Use - Potential Disturbance El ... Work in Flood Zone El ... Storm Drainage ❑ ...Abandon Septic Tank ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line 1) EE ❑ ... Permanent Water Meter Size... WO# ❑ ... Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# Sewer Main Extension .............Public Private ❑ ... Water Main Extension ............. Public Private ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ... Deduct Water Meter Size ......... " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑... Sewage Treatment Monthly Service Billing to Name 1 f? -po?• I Day Telephone 2..0 (o q-92- 1 ',1 1 5 Mailing Address 5e., 3q I Co l t+ Nx: S V� s� pC�'T L� N/,j h I R $ 1Z0 G City Stnte Zip Water Meter Refund /Billing: Name to E7 Day Telephone Mailing Address City state Zip lapplications\permit npplication (7.2004) Patae 3 Z W 1.) O' W N= c W WO Q N :3. 1 W I- O' Z F-' W �O O N� =V LL. ~O Z W w; O H Z � MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: C h 1....E }- \Ett� Mailing Address I �oX 2. .��UZ �1 1 WA 9 S 3$15 City state Zip Contact Person: =S 120W WJ Day Telephone: 2 - S ' ) 2.21 RC`H 5 E - Mail Address: Fax Number: 3(00 Contractor Registration Number: C M5 L- 1A N(D S h Expiration Date: 0.0 * *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): (Ill Si 14 GL- N V NC. �S i? \ t E- Use: Residential: New .....d Replacement ..... ❑ Commercial: New ..... Replacement.....❑ Fuel Type Electric ...... El Gas..... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit T ype: Qty Unit Type: Qty Boiler/Compressor, Qt Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat Z. 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System incinerator - Domestic Emergency Generator Air Handling Unit <I0,000 CFM Incinerator — Comin/Ind Other Mechanical Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT i 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 BUILDING OWIME OR Si Date: 2- a Print Name: W ��-1 rl Day Telephone: 2-OG Z5 *5 2, L � - 1 LA Mailing Address: (n'► HA -& y E SW r ll f MLZF 1/\lp' ° yg l o (o City State Zip Date Application Accepted: Date Application Expires: Sta Initials: HpplicatioWpermit application (7.2004) Paec 4 Z = Z U: U O CO J CO LL. W O J N d = W Z� � W ~ W U � O N O F- WW U - ~O .. Z N U— F �. O Z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME g< Ekg 6l rAT PERMIT # DO S - , 0 if you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reascnableness and may adjust estimates. APPLICATION BASE FEE Enter total construction cost for each improvement category: General Erosion prevention Water Sewer Storm water -- Road /Parking /Access -T � 'o A. Total Improvements j —2, !5r- o 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 3 g I 1. 2. $250 (l) 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. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ ?zg ( Z � (4) c 5. GRADING Plan Review and Permit Fees $ 2 3 (5) Enter total excavation volume cubic yards Enter total fill volume / o o cubic yards Use the following table -to estimate the grading application fee. Use the greater of tha axravatinn anri fill vnit imr?s 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'7-15- (1+4 +5) $ 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 i Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 ism z z W 2. D UO N o co W J � Nw w O LQ CO)� = �w z� ZO W UJ �o L) W LL O' lii z O z i i b�g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200049 Address: 13534 MACADAM RD S TUKW Suite No: Applicant: REHABITAT NORTHWEST RECEIPT Permit Number D05 -072 Status: PENDING Applied Date: 03/04/2005 Issue Date: Receipt No.: R05 -00315 Initials: BLH User ID: ADMIN Payment Amount: 1 Payment Date: 03/04/2005 01:04 PM Balance: $2,196.20 I Payee: REHABITAT NORTHWEST f TRANSACTION LIST: Type_ - - - -- Method Description Amount k-- - - - - -- --------------------------- Payment Check 3546 1,423.31 ACCOUNT ITEM LIST: Description Account Code Current Pmts + PLAN CHECK - RES 000/345.830 1,423.31 i Total: 1,423.31 i doc: Receipt 0512 03/07 9716 TOTAL 1455.55 Printed: 03 -04 -2005 z z J U: U 0' CO 0, w= J F. N LL wO J LL _. = O ' F .. w z 3: 1— 0 z� LU ci .O N. W W. lL F" — 0; ul z U CO) 'Z_ .� INSPECTION RECORD QS Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2064 1 1 1-3670 Project Type of Inspection: Address: Date Callefl: Special Instructions: EYate Wanted: M. I 'V� 21 0 Requester: Phone No* I Receipt No.: I Z aH W JU 00� CO 0* 0 LU, U.. 0 0 U- (n Co LU 0 . UJ UJ 5'. �C) Au Ul 1:0 11— U- Z: O Z LJ paid at 6300 Southcenter Blvd., Suite 100. Call to s'echecluie ref nspe tion. tM 9 R% 1 Tk 1 V1 1 t :IV11"' INSPECTION- RECORD, 2-7 Retain a copy with permit ,D o 5 0 72 INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 )431-;6 0 Pro* ct* Type of Inspection: r5lkl) Address: 5 Date Called: Special Instructions: Date Wanted: (a-m- J - too 7 p.m. Requester: r. Phone No: -;2 0 Fl Approved per applicable codes. JCOMMENTS: ,11 Receipt No.: ate: Corrections required prior to approval. 0 $58.00 REINSPECTION FELVREQUIRED. Pdor to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Z QQ Z JU 00' w= CO) LL 5 , LL cf) 1 CY I.-LU z 0 W �- LU LU� 5 0 a W Ljj� LL 0� lild z co O ? r�,' F�eys� .`r,`d,%it {';is'�FGs•+�He �":X7�i3'h`la ,�. `, r .� ::. .. 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 Project Type of Inspection: G Address %-t t C Date Called: (6 ? S ecial Instructions: Date Wanted: a.m. 'L L p.m. Request .x Phone No: Approved per applicable codes. Corrections required prior to approval. �W Sq COMMENTS: u I J . .x Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic Receipt No.: Date: .�i,`.�1I;,�. • �k+ 4: �' ��. �: 4:° ��! 1�t ;i'!�Sha�:�',*�'9�►h.�s�''wli • Y' . �� P, Z W W U O' CO 0 Cl) W. w� C0 W' W O LL N d. I _; Z� H O W Ljj �p U O N W W u. O: L11 Z U CO) l— H Z Proje , 4 7z Type of Inspection: \IJ Address Date Called: Special Instructions: Rate Wanted: a.m. 2" Requester:' Phone No: MAN lu=�Mrl Or"482MV-5m wi = A 14 F, M.; 1, a - M41 M. AMMFM MUMM-PAP-PrAl 1/_A 0 r., 1 Me,,YMM Z 1 1-: LU 0 moo U) W: W J CO LL �Q CO W, 0 W W 5 :0 UJI u. F- 0 Z '. co): U O Z INSPECTION RECORD 00 S Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)3 Prgj*ect: hW'4'4'6; / Ale Type of Inspection:- 62 4� / A/ Address: Date Called: Special Instructions: Date Wanted: a. m: 4 G p. Requester: Pho No: 0 ne 99 � �-ecl per - applicable codes. Corrections required prior to approval. COMMENTS: n s p e q6r. �N%� Date. $5 .00 REINSPECTIION F EE REQUIRED. I I to inspection, fee must be $5 .00 6300 Southcenter (vd., Suite 1/0. Call to sechedule reinspection. iceipt No.: ( Date: Z W . U N0. W (a W; C0 LL 0 U- LU 0 . W 5 L) 0 W LL 0: Z CO) 0 � " "n')dYSt" vin... t7r7 1",:+! r., 4..' fRSr± ky�. Jr, Nrr. 4. �.. w.. vJm.:. dr.. u. a<... ii.t....rc..r:� ^v.r.•.... »��.. ».,...� -:.:. x.. ....:... ...... .:;.:,, „�.... ,.. : ........ .. ....�..... - INSPECTION RECORD - Retain a copy with permit 00 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION U 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431 -3670 Pro ct: Type of specY n: Address: 1 Date Called: Special.lnstructions: Date Wanted: Ag p.m. Requester: Phone No: i 'I (Approved per applicable codes. Corrections required prior to approval. COMMENTS: f. r f I t. Inspecto » Date: 1 44-* � / eA —] /G $ .00 REINSPECTION FE Nxd., EQUIRED. Prior inspection, fee must be aid at 6300 Southcenter Suite 100. CaU to sechedule reinspection. R6ceipt No.: ' Date: 2 W JU UO: Co o CO to Lu. LU LL W O J LL U) = W Z �. Z O0. �p U O N. i 0 W H U: LL OL .. Z H H:. Z ' \ INSPECTION RECORD Z3 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)4 1-3670 PrQject I Ae-44A I - 11)-4 /V 44.1 Type of Inspection: /- -ZA Address: Date Called: 13,5 A 51 Special Instructions: Date Wanted: p.m. Requester: Phone No: C 00 — R C / 2 91 -- ] Approved per applicable codes. Corrections required prior to approval. COMMENTS: AIQ IA107 Linspecttr. ,e - IDate: Id — /9 — al, I E 58.00 REINSPECT104 FEE REQUIRED. or to inspection, fee must be pa id id at 6300 Southcenter Blvd., Suite 100. (Call to sechedule reinspection. Receipt No.: I Z Z C.) C.) 0 (00 to W W J T LL W O 2 La a , LU W LU 0 W LL 0, W Z' 0 Z-1, IT T INSPECTION RECORD 0 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300S outhcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Pro*ect: Al k) Type of Inspection- Address: 1,351? y In- Date Called: Special Instructions: Date Wanted: m. Requester: Phone No: Ap proved per applicable codes. Corrections required prior to approval. COMMENTS: iR sped olp Uale; E 58.00 REINSPECTIdN FEE REQS ite E/D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., 100. Call to sechedute reinspection. Receipt No.: I Date: Z z W L) 0 0 N U) W J U) ILL W 0 95 LL co CY W z 1-- 0: z �- LU Uj � 0 H LU U IL z CO) 0 Z IN SPECTION RECORD Retain a copy with permit INSPECTION NO. P MT 0' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Cie)? FlApproved per applicable codes. �Corrections required prior to approval. Pr ct: Type of In tion: I � Le 11 .4. 8 - I A 4 /L sn ( A d *10 V" Address; Date Called: 3 4 53 c( M A C A 1� A 0- Q Special Instructions: Date Wanted: a.m. — I -? -- o p.m Requester: Phone No: f Z 0� 00. U) W: LU x S2 LL W O M U. < CY M. 0 Z F- q CO) . LLJ U. Z L) O Z f Z 0� 00. U) W: LU x S2 LL W O M U. < CY M. 0 Z F- q CO) . LLJ U. Z L) O Z 7 7 INSPECTION RECORD Retain a copy with permit Cos ? PER �17 INSPECTION NO. : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3C Project: 4 411doe Type of Inspection: V Ir .�� Address. Date Called: Special Instruefloris: ate Wanted: � a.rn M Requester. Phone No: I Receipt No.: Date: —1 81%'1 Z Z' W 0� 00, Cl) 0 C0 W W 3: Cl) U. WO ga M Cl) CY W 0 ,z H W j; co LU a z CO) 0 Z paid at 6300 Southcenter Blvd., 100. Call to sechecluie reinspectior Yf..1M,7::v.'wetE.�Yc".n': c� +? �S �• . .. ......:...xrr�:.. .. i . ..�:..,..,. .e. .�. 7 77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 31 -36K0 Project Type of Inspection: Address: I SpecialIn Date Called: ructions: Date Wanted: a.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z QQ ;F- W JV 00 . CO) CO) N LL WO LL J N d F=— _ Z f. Z O 5 . p: Cry �0 - 0 F- W LLJ F U . LL 1--', —O W Z U N; 0 Z tS r, t: 1 4 i . P t'1 V' `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. {' Receipt No.: Date: t '+r.'�ta�! '�Sa..�.tar4a;..yow #:�4• ►'�y„ fib• N. �+ 4�'" Y►` �'+' �C *5!!(^�;s{!�,•y;i� «`S'�"Y''�7�. g� s , INSPECTION RECORD T Retain a copy with permit INSPECTIM NO. PER IT NO. d CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -36 0 i Pr ' ct: .- ; Tyne of Inspection: Address Mr l jzw ate Called: S ecial Instructions: Date Wanted: a.m. p.m. Requester: Phone No: t 4 r E r f r Approved per applicable codes. Corrections required prior to.approval. COMMENTS: 1 e I W" I I �• I nsp ctor: Dat 58.00 REINSPECTION F E REQUIRED. or to inspection, fee must be paid at 6300 Southcenter Blvd., Su 100. Call to sechedule reinspection. Z �_- Z W. 2 W 5. J U: UO N O (/) =. J N LL, W O: 2� L L a . Z� Z o. W U O -; O H, W W . LL ~O — Z. 111 o�. Z., . INSPECTION RECORD / Retain a copy with permit INSPECTION NO. APERT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1431 -367 �6 A -2� --% 2,-52L 3 Y-2p� Projec Type of Inspection: Approved per applicable codes. -, Corrections required prior to approval. COMMENTS: 1 -p gn, -,r a 7 � • .- ' � � // � Address: /39 3y Date Called: 24 Special Instructions: IDAte Wanted: a.m. 1� Requester: Phone No: u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic Receipt No.: Date: z = Z �aa JU UO N 0' Cl) =. J � N O W I - LL. Q. C,) a H =. z� z� L U W �p U O co �H W W` LL F- Z' UN O z »i4Y K 4 tJY M K. :- r•..•a..w.•,.., :�...v ....n+ nr : - ...� . INSPECTION RECORD f Retain a copy with permit IN PECTION N0. PE IT.� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -36V0 Project: / 7� Type of Jnspect'on: Gi i Address: ( Date Called: Special Instructi ns: ate Wanted* Requester: Phone No: /pproved per applicable codes. Corrections required prior to approval. COMMENTS: i Receipt No.: Date: Z a , W UO CO) LU J H W: W O �- UQ N S d �. W ZH (i O W H. 25 U O cf) WW ~ F L O 111 Z, U 2, O Z Nara at 0,3uu Doutncenter ova., Zluite - iuu. Lau to secneaum remspection Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: p. Requester: AM/ Phone No: COMMENTS: AM/ Z = Z� W� JU UO N C0 J N U. WO J; W a = CY �W Z H O Z F-. �5 �p O N` � H S U. �O Z H= O Z Approved per applicable codes. Project: Type of Inspection: Address: Date Called: i 414 /1 /�C /� >P o f��i% l ` r�! Special Instructions: Date Wanted: a.m. p.m. e(" - 7 Requester: Phone No: as 6 12 Corrections required prior to approval. COMMENTS: /1 /�C /� >P o f��i% l ` r�! i e(" - 7 c� ,�Fl�' ��. �' .j2ls P Gc.,• .g � t� P OO A/ if le- 01V 5601' - /O UuV /r 1 -74- fll� �� ° �lr✓ /�ilN rC rPr� r ..�hn�r I�aS��� �Y�`"i?� QUIRED. Prior to inspection, fee must be , Suite 100. Call to sechedule reinspection. z Z'. W JU UO N 0 w= J � N LL W O. U- Q N� =d W. z 2 o. z H LU 5. U� O— � t— W w'. U. Z LLI U co: o~ z M$FECTION RECORD Retain a copy with perm; it je)� INSFE0110"O. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'e t 6 ; AIZA11 Type of Inspectloq: r12'91yl /,\/ Address: Date Called: Special Instructions: Date Wanted: =am. 2- 0 p.m. Requester: 0& ro ,--"? '-f 'W'4v 411 10.4.vr Phone No: '�06 ?g/— A pproved per applicable codes. Corrections requTred prior to approval. COMMENTS% eL 7, -7N IL R-7 1A C. Inspector: jDate: 4 $58.00 REINSPECTION JE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. IReceipt No•: jDate: I Z Z 3 L) . 00 00 LLI X. —J U) LL W O .2 � 9 Ei'� LL CO z I0 r- z �- Ljj� 5 L) co 0— j3 I .-: .111 LL J 0 Iii Z: CO) .0 7 .777 INSPECTION RECORD etain a copy with permi t 7 27 INSPECTION NO. PE IT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '(2 0 614 3 1 - 3 7 Project: R 10 A /V k./ Type of Inspection: Address: / 3 /V 1-V,#(f4A4r;;-7 Date Called: Special Instructions: Date Wanted: Requester: APhone N nspec r Date: 8.00 REINSPECTIOI) FEE REQUIRED to inspection, fee must be Z �W 0' 00 00: , 0 LU, W x LL w . �. 9 Ei U. a z 0 UJ' 51 L) co :0 w w Z. Z PO t t cj�� LA I Type of Inspection: Address: Date Called: t t I I v q f�cl C' Special Instructions: Date Wanted: a.m. P-m- Re ster �� / Phone No: COMMENTS: �fo 4t2 5 EW1 1 VC COO OLAAA LZ Z / c-, AA 4 Z J- Z. LU, 00. CO) 0 W w LU W LL Q. CO) a UJ Z 0 Z 1--, LU W U Z) L L11 U) U -1 px� 0 1-- Z fn- INSPECTION RECORD Retain a copy with permitWI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO i 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 =� { Pr sect: Y'f�lp Typ of Inspec "on: Addr f' Dat Called: Speua Instructions: Date Wa�_ / / a- m. -r-^- (lam p.m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. COMMENTS: M Inspector: 's� 00 REINS paid at 630 Receipt No.: Date: ;E REQUIRED. Prior to inspection, fee must be Blvd., Suite 100. Call to sechedule reinspection. Date: I. Y .at` • i. �-� i .7` �'"` .�..p'tY tat��a'k'�+r.��q�r�+ ... , r , `.h ri�rJtS:• •lti"' � �5art. . ?:?w�5;:dr; ` *�r'iPf.�e � .a`i•._ '- : ..{ Z Z U O: 0 co CO) W WO u. Q' CO) a a �_ Z F... H O Z F- UJI 2 �: U �: O CO) W W U• — 01 Lll Z UT O ~' Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. ERMI No CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (?0 4)431-36 0 P - t. ec A// P ti "i &* 144 tjj Type of Inspection: Address: 1,3 - 53 V ,) jq Aq) -1 -yj Date Called: Special Instructions: Date Wanted: 2 07, Requester: Phone N : proved per applicable codes. Corrections required prior to approval. COMMENTS: Insp • Date: �� ��� $58.00 RTt*fSPEC FEE REQUIRED. Prior to inspection, fee must be F 0 paid at 6 0 0 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. ,celpt No.: 7R Z .1 z 1-�' �-- LU, oo, ca M LU —1 CO) LL WO 2 aC 9 Ei ILL W CY W Z 11-- z W 13 .W W - P 0: LL I. 0! iil Z. CO) 0 z INSPECTION RECORD Retain a copy with permit '!! INSP ECTION NO. PE O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 st• P ro 'ect: / P l og �11f A) 6<-) Type of Inspection: Address: Date Called: 10 S a y 17 'J r7;n Special Instructions: Date Wanted: p.m. Requester:' Phone No: 5� K Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y ' h: receipt No.: Date: rM��n -' `T + •� t. ^ �;F1yk> , ���r+ .t: w� r�+k ;. ;,; J "`l' :r�. , .: � 4: � j .., , s Z Z Q W J U' UO y0 w= �L W O U . ca d W O . W F-: UJ C) U O �. 3 H w w. LL �. 11 O: 111 Z U co) `. H � O .Z '—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. --] INSPECTION RECORD Retain a copy with perm'it bo 5 NO. PER NO., CITY OF TUKWILA BUILDING DIVISION 6300 ( 0 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (20 )431-367 PrZ & Type of I nspecti n: fi ),q - 1 1 4 1 AI Address: 13 53 Date Called: Special Instructlohs: Date Wanted: Requester: Phone No: kgo r, proved per applicable codes. Corrections required prior to approval. p roved COMMENTS: I Receipt No.: — 17 e: 7 1 inspecto $58.00 R?H KPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6 00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W 00 V) 0: to W W J U. 0 5 LL UD Cy W 1-- 0 Z F-. W Uj 5' O N 0 1--' W LL 0: Z' U): 0 1-- Z- 77; 1 E INSPECTION RECORD Retain a copy-with. permit' .,INSPE ION .NO. 1 PERMIT,140. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981,88 (206)431-3670 Projec Type of Inspection: 4 Adcrrdss� 'IDate Called: 3pe6aTIftfra 1p Date Wanted: M? M. CP Requester: Phone No: ElApproved per applicable codes. C orrections required prior to approval. JK COMMENTS: =124 .4 J— T � 7 , t li Z Z W _3 00 C') 0 (1) W W 3: J I.- CO) U. 0 7i LL C ,) CY W Z 0 �- LLI Ul 5 C0 0 LU C LL 0 Z C2 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit NO. PER 4 r / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367(0 Project: JQ '/V7 Type of Inspection: L 7�; X i Address: �. Date Called: S p clal Iffstffictibns: ate Wanted: / m. Requester: Phone No: EJ Approved per applicable codes. Corrections required prior to approval. /� COMMENTS: Inspector: Receipt No.: Date: F� $58.00 REINSPECTION PtE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to secheclute reinspection. I 4� Z ILI J C.) L) 0 (D CO) —J C0 LL. WO LL cl) CY LU Z Z UJ 5 L) !C) W LLJ F- LL 0� Z: CO) P X 0 Z -7 7 7e INSPECTION RECORD I ION NO. Retain a copy with permit F PER CITY OF BUILDING DIVIS 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 .36T Project . ,, 7 �� 24 Type of Inspection A Address: 3 Date Called: S pecial Iffsfruc ion t: Date Wanted: p.m. Requester: Phone No: - L��z Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z.�-;7 Inspect OX Date. zlt 777e 4�0 V V $5 EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call, to sechedule reinsDection. re ceipt No.: Date: z _3 U 00� (J) a (0 LU: LU -J LL 0 . 5 . LL < O. z Ir- 01 W �- LU LU 5- N• . W W F- — LL 0� z O F- z �. J _ . ^5trr .�•r tm:a- _= *a:.;�r�w.r . -.rc•p --. .Kwwm .vM^ - ..- .^ri.m INSPECTION RECORD Retain' a copy with permit INSPECTION NO. P T O. �f 4. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 431-361 0 Project: Type of Inspection. Address: Date Cal ed: Special Instructions: Date Wanted: _ _ p.m. Requester: Phone No: I I' i' t 1: Y I ' E Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4/1 -2 at3c? Ze_41� AV fi Inspector: Date: / % ` YJ $58.00 REINSPECTIONI�EE REQUIRED. Prior'to inspection, fee must be x paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: k Z Z �W QQ � JU UQ W J CO U W O U. Q = d . F- W Z = F- O W F- W L) O N 0 F- . W W: F LL 0 .. Z W U =. O F- Z v INSPECTION RECORD Retain a copy with permit Z. INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 I Project: Type of Inspection: Address: / Date Called: Special instructions: Date Wanted: a.m. -"5 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval mspec uate: 8.00 REINSPECTION €E REQUIRED. Prior inspection, fee must be aid at 6300 Southcenter lvd., Suite 100. C l to sechedule reinspection. Mcelpt No.: IDate: Z W UO co o CO) CO) LU LL � LL �. � F 2' Z ►- . Z O. W � p: ;C) Ir' WW LL O' Z' id O ~' Z y, , 77 7777 , j INSPECTION RECORD i Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Type of Inspection: Addr s: Date Called: J Special Instructions: Date Wanted a.m. Requester: Phone No: Approved per applicable codes. corrections required prior to approval. COMMENTS: f . i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z � W W � .J U U O Co 0, CO) UJI J = S2 U. W O 9� W Q co) =) = a �W Z� I-0 W H-, 5. U � O N W W' H LL z Lll U =, O I" Z INSPECTION RECORD Retain a copy with permit D7 INSPECTION NO. P R T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 k Proj ct: PhR //r/ Ak4) Type of Inspection: Address: 1— / - 7 A' f4 4 T"-7 Date Called: Special Instructions: Date Wanted: f eo' m, 7 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I 1- ector: Date: _ / 2 58.00 REINSPEC ON FEE REQU7 D. Prior to inspection, fee must be l aid at 6300 South enter Blvd., � ite 100. Call to sechedule reinspection. y eceipt No.: Date: 1 Z k " W W� JU L) O N D W= J f.. 0 IL W O } J U. Q �D = d. �W � Z F--. UJ j. O C0 D F- WW H V LL Z'. LU U 0 Z INSPECTION RECORD c�� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 k t f i Project: Type of Inspection: �-J Address: 7 /3. - 3 1 1� a ��.o�o 4J. Contact Person: Suite #: Pre -Fire: A/ Special Instructions: Phone No.: ✓Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: CD 2-Z - 2 /' 4, � � .._ � .. � , ....� . ,,, � s.� ✓���, . r � � .�' c��,1 ate, _�,_ �. r- -,�. -- - � Needs Shift Inspection: Sprinklers: Fire Alarm: A/ Hood & Duct: Monitor: N Pre -Fire: A/ Permits: Occup Type: /a _ Inspector: Date: �� 6 Hrs.: 2 ,' $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r` a d at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 F i I z Z �w JU UO U U C0 W J � CO) u_, W o o9 U- j. co)d i =. w z� W o U0 O N (3 F- =v L o z U =. Z d� L 1 -LILT & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Mr. Steve Detwiller Rehabitat Nor$w - vest 5639 — 16"' Averlue S W Seattle, WA 98106 Dear Mr. Detwiller: IuN 23, 2004 ooh► . Permit. No, Earth Science REVIEWED FOR CODE COMPt LANCE (1,7 at► lea Subject: Geotechnical 1=;valuation and Rockery Design �l1II.DTIVf: �1T11 Joint -Use Driveway to Single - Family Residences 1 35xx MacAdam Road Tukwila, Washington Tukwila. Public. Works Permit Application No. PW04 -047 T., &A .lob No. 4AO96 INTRODUCTION We have completed a geotechnical evaluation for the rockery walls to be constructed along both sides of the proposed joint driveway to serge the single- farnily residences to be built on the subject site. The driveway will be about 160 feet long, sloping clown at 15 percent grade from its west end where i1 joins MacAdam Road. We understand the grading of the driveway will require Up to 8 feet of cut with no fill along its north (uphill) side, and up to 1.5 feet of cut and up to 4 feet of Ell along the south (downhill) side of the driveway. Presented in this report are our 1iindings of the subsur'ace conditions of the site and our recon7mendations for the design and construction of the rockery wall. RECEIVED CITY OF TUKMLA YA L r% n /- n w.riN z �LUi J U: UO N 0; . CO w; W =, N W O U . N D. = d : F—, W z 1 -- 1" O` z� U ,O CO o F-; W - U IL O w Z. U Co% O Z July 23, 2004 Mr. Steve Detwiller /Rehabitat Northwest L &A Job No. 4AO96 Page 2 12 inches of brown, loose. silty fine with tine roots, underlain by a light - brown, gravelly, silty, line to medium sand deposit. The underlying gravelly, silty sand deposit is dense and has remained stable at vertical cut. ROCK ERV 'WALLS GLN.CRA1- retaining wall, such as a reinforced concrete wall. Rockery by nature is not an engineered Although a rockery wall can provide some degree of retention capability, its main fiinction is to serve as a protective .facing to retard weathering and erosion process to the earth bank behind the rockery. To achieve a satisfactory rockery wall, the earth bank behind the roekeiy must be stable by itself on a long -term basis. In addition, the rockery must be constructed in a proper way to keep the.earth bank behind it stable on a long -term basis. The north rockery wall along the uphill side of the driveway will line cut bank, while the south rockery wall along the downhill side of the driveway will line partly cut bank and partly fill embankment. Our design of the rockery is shown on Plate l (for lining; cut bank) and Plates 2A and 2I3 (for lining fill embankment) attached hereto. CUT BANKS The gravelly, silty, nine to medium sand deposit exposed on the cut bank along the north side of the driveway is dense and can remain stable on a long -term basis if lined with properly constructed rockery. LonstrUCtiOn of rockery should proceed immediately after cut banks are completed. LI U & ASSOCIATES, INC. e, z z J U; 0 0 . W W " J CO) u i Uj 01 5 N c w: z �.• F— Oc O s2 ,0 H w �!- Z ui U N; �i O I •t ' July 23, 2004 Mr. Steve Detwiller /Rehabitat Northwest L &A Job No, 4A.096 Page 3 FILL EMBANKMENT Fill placed to grade the driveway and to be lined by rockery should be constructed with coInipacted structural till in accordance with the recommendations provided in this report. Prior to the placement of structural fill, the loose surCcial soils should be thoroughly removed down to a f, 111, unclistr.0 heel bearing soils. To maintain long -term stability, 111e fill embatrlcments to be `lined by rockery should either be over -built then cut bank to where the rockery is to be constructed or the - Fill embankments should be reinforced with and wrapped in geogrid mesh. STRUCTURAL FILL Structural fill to be used for grading the driveway should consist of clean, free draining, granular soils with particles not larger than four inches and should be free of organic and other deleterious substances. Structural Jill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soil that enable the soil to be compacted to the highest dry density or a given compaction effort. Structural fill should be placed in lifts no more than 10 inches thick in loose state. Each lift should be con•rpacted to at least 95 percentage of the maximum dry density determined by ASTM. D1557 (Modified Proctor Method). KEYWAY TRENC[[ES AND SUBGRAD E PREPARATION The keyway trenches for the placement of the base course stones should be cut into Firm, stable, native till soils capable of renclerrng an allowable bearing pressure of at least 3,000 psf, and should be f ree of loose disturbed soils or standing water prior to rockery placement. The exposed soils in the keyway trenches should be compacted with a vibratory compactor to a non -yield state prior 1.0 rockery construction. Loose disturbed soils, if encountered at bottom of keyway trenches, should be over- excarvated and backfilled with 2 -to -4 -inch rock spalls. The keyway L, [ U & ASSOCIATES, INC. z � J U, 'U O N U; w is V) u. Ui J iL Q; U H W Z: F- O: z E_ �, �p iO N W W: = U. `LL �: O:. W z U N, ;z • 4 1 I , i a July 23, 2004 Mr. Steve Detwi I ler/Rehabi tat Northwest L &A Job No. 4AO96 Page 4 trenches should be wide enough such that the heel of the keyway trench is at least 12 inches from the back of the base - course facial stones. DRAINAGE CONTROL A drain pil.)e should be laid in the keyway trenches behind the base course stones to collect and drain away potential groundwater - flowing towards the rockery walls. The drain pipe should consist of a. 4- inch - minimum, perforated, rigid, PVC pipe or slotted, corrugated ADS pipe, wrapped in a layer ofd non -woven filter fabric. Water collected in the drain line should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. ROCKERY MATERIAL AND CONSTRUCTION In general, the rock, material for rockery construction should be hard, sound, durable and free of cracks, fissures and other defects. The facial stones should be as nearly rectangular as possible. The construction of rockery should follow the Standard Rockery Construction Guidelines published by the Association of the Rockery Contractors. The facial stories should be stacked tightly against one another to minimize the voids between the stones. t',xcessive openings should be chinked with smaller rock from behind. The facial. stones of the rockery should be tilted back at a, batter no steeper than 6V:11 -1. The rockery wall should be constructed such that the stones of each successive course would stagger over and supported on two stories of the previous course. DRAIN ROCK COURSE A drain rock course, at least 12 inches thick horizontally and consisting of 2 -to -4 -inch rock spalls, should be placed behind the rockery in lifts as each course of the facial stones is LIU & ASSOCIATES, INC. July 23, 2004 Mr. Steve Detwiller /Rehabitat Northwest L &A Job ?'woo. 4AO96 Page 5 completed. The purpose of the drain rock course is to retain soils in place while allow groundwater to bleed out. CLOSURE We are pleased to be of service to you on this project. Please call if you have any questions. Yours very truly, LIIU & SOCIATES INC. %T:} ,'`�I,r '.:;,5'' cif• I S. (.Julian) Liu, Ph.D., P.E. Consulting Ueotechnical Engineer Three plates, ttached Lai Cl & ASSOCIATES, INC. W: JU 0 0i U U' to W W =; W Q, H = . ,H O;. Z F-.; .W Wi U. U .W W' W Z;. U co O. Z .. i 1 RACK SLarE i 0 STEEPER - r H aI� -5H' IV 1 � (A MAX 1Z" 11 �f IU rR'&'1t4 Koc COUFZ�r✓ (2 12 " GUT 6/_\tJ K 4u CA M I t4 , PEKFr3 tzacTEo, K'6 Pv o,DrZa.1 0 pipe, W4Z.t - I ►J t 1 p t.1- W c� V Eta FI FrNbRI G NOTES: 1. Standard Rockery Construction Guidelines published by the Association of Rockery Contractors should be followed. 2. Rock material shall be hard, sound, durable and free of cracks, fissures and other defects 3. Rockery construction should start immediately after earth banks and keyway trenches are completed. 4. Drain pipe should be wrapped in a layer of non -woven filter fabric. Keyway trenches and drain lines should have sufficient gradient to generate flow by gravity. 5. Keyway trenches shall be at least 12 inches deep and free of loose soils and standing water. Base - course facial stones shall be placed on undisturbed, firm, native soils with an allowable bearing pressure at least 3,000 psf. 6. Facial stones Should be as nearly rectangular as possible and stacked tightly against one another with their longest dimension perpendicular to the face of rockery and to minimize the voids between rocks. Excessive voids shall be chinked with smaller rocks from behind. 7. Each facial stone should be staggered with and firmly supported on two stones below. Facial stones should be tilted back at a slope no steeper than 6V:'I1-1. 8. Drain rock course should consist of 2 -to -4 -inch quarry spalls, placed in lifts after completion of each course of facial stones. ROCK SIZE AND WEIGHT SCHEDULE ROCKERY FACIAL STONE SCHEDULE Rock Size Weight, Pounds i Avg. Dimension, Ft, Small to Large 1 -Man 50-200 {-I, Ft. Small to Large 2 -Man 200-700 1.25 - 2.0 Small to Large 3 -Man 700-2000 2.0-2.75 Small to Large 4 -Mnn 1 — _._._._._..._... - ­_ 2000-4000 -. _..... .- .._ _... _ 2,75-3.5 5 -Man 4000 - 6000 4.0-4.5 LIU & ASSOCIATES, INC. _ ......... ._.- __ �Geotechnical Engineering • Engineering Geology • Earth Science Wall Height Facial Stone Size {-I, Ft. Base Course Lower Third Middle Third Upper Third 4 S 3 -Man L to S 2 -Man L to S 1-Man L to S 1 -Man 6 Large 3 -Man Small 3 -Man L to S 2 -Man L to S 1 -Man 8 Large 4 -man Small 4 -Man L to S 3 -Man L to S 2 -Man 10 Small 5 -Mon Large 4-man Large 3 -Man L to S 3 -Man TYPICAL ROCKERY SECTION LINING QOTS JOINT -USE DRIVEWAY 135XX MacADAM ROAD TUKWILA, WASHINGTON i Z I �: W QQ 2 30 00 Uj J � cn U. WO 5 U. a C0 �. UJ = d. 0 . Z I- w �5 U� ;O �. � tr W uj LL O. tit Z W cl): H =; 0 F Z WANG ENGINEERING, INC. _ OF �. 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Maximum Span -Width ' or Number of 8d Height -Width Ratio Common Nails per Boa rd Board per Allowable Lateral Shear Load Horizontal Diaphragms om Ninal Width Crossing Stud, lbs. per lineal ft. Restraining: Vertical of Sheathing Boards Joist, or Perimeter Member and at for Stud or Joist Spacing in. Inches of Masonry or Wood or 12 16 24 Concrete Walls Similar Walls Diaphragms (Inches) Butted Ends Not Limited by Limited by 6 2 100 75 50 ' recommended acceptable acceptable 8 2 114 86 57 deflection deflection 10 2 124 93 62 of wall DIAGONALLY SHEATHED DIAPHRAGMS Maximum Span -Width Number of 8d Compton Nails or per Board Per z = Z J U: U W = J i.... W W W O, U. = CY W H =. Z F_ O z F_ LU W U ON D H. W UJ H U': O tll z P _ H Z IZ ...» » »»wssswr»>»sx.Iswxarla:cv�soo . » r»»>+ uas» s»» o»• aaa»»r�ss » » »ra >»»:rrNr »>•rljvsr «sera : »rwrs »:ISrs»r»rr »r�»:»:» SHEAR WALL SCHEDULE (NOTES 1, z, & 1o) NNIINNH NINNNNNINII♦IININ�I NNIIIIIIIIIIIIIINNINI NNNNNNNNN♦ NNNiINNNlNNNNN♦NIN HINNNNNININIINNI INININN ♦IN MARK SHEATHING NAILING BLK'O OR JOIST BOTTOM PLATE ANCHOR BOLTS ALLOWABLE (NOTE S 3 & 5) TO TOP PLATE TO BLK'O OR (TO CONCRETE SHEAR (NOTES 4, 5, & 11) JOIST (NOTES F'TO., SEE PLF 5 & 12) GENERAL NOTES) PI-6 3/8" MIN 8d ® 6" OC 5/8 " 4' OC 213 P14 3/8" MIN 8d ®4" OC 5/8 " 3' OC 312 I1I/IIHIIIINIIINNN♦♦ INNINNNNIINNININ /N/INNI INNIIINNIIINIINIINVIINNN NHINI♦ I♦ ♦NHII NINININIINNII ♦NIIN IIIININNIH I.... IIIIII N INIIINNI Pl -3 3/8" MIN 8d @ 3" OC 9)92 5/8 " 3'-4" OC 402 (NOTE 7) PI-2 3/8" MIN 8d ® 2" OC O GJ �G' 0(,vJ �[' 5/8 " 2'-6" OC 525 (NOTE 7) ® ¢ c� 1 -8' OC 804 (NOTES 7 P2 -3 3/8" MIN,�EACH 8d 3" OC 5/8 " ' FACE ._ . P2.2 3/8" MIN, EACH 8d ®2" OC 5/8 " 1' -3" OC 1050 (NOTES 7 FACE & 9) !I/NNNINIII IN! /I /NlINMN! ♦NNNHNN !NN/NINIINMNNNNNNN IININNNININlIINNNNII NANIINNIINIIINIININN ♦ M/INIIN /IIINIlI1II♦I HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1 > __ I 15/32" MIN 8d ® 6" (NOTE 3) / 97 f } UNBLOCKED 143 c G 2 6 11 19132" MIN & 8 0d ® 6" (NOTES 3 �. LG� /� UNBLOCKED ) NININIlIIN IINIIINNIIINNNNINNNI INNNNNI.INVJlIII IIIANINNNNIhVJNI I IIII NNlI NNNNIINN INlIfNJIIINININIIHINNNNINIIN ININNNNJIINNNINNNN NI ♦INNNN/NINNIINf III 15132" MIN 8d ® 4" (NOTE 3 > M F. ; Lq S BLOCKED 36 NOTES: £ NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE, -FIR, OR BETTER, ®16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS ® 12" OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTORS. 5: COMMON NAILS, U.N.O. £ 6. APPLY TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 1 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING z �Z �W 2 D U. UO N co) Lu � U . W O L L co) = W Z � H O z 1-- 2 ^ UJ J Cl O co Q WW U. .. Z ILI U =' z /Z J/0-< << �,2 v s S C -S Zd " o C_ rltu55c W °4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS N OTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N �W eelchair- Poured Concrete Patio Assessible Slab on Grade ntrance/Exit -- -- - - - - -� fiTn� -0' -- - - -- t VZ'x3•Z " - - - -- I - — — — ExistinaResidence ar� N -7" :xp ;�� K0. •.� �+` ���`�' ,'^- r 6 -0" x 4'-6" IJ p 1 1 5' x 4 - 6 - J-u x4-0 10'-3 V2' NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS THE DOCUAMENT. - THIS NOTICE IT IS DUE TO THE QUAL --o 'w C —v 0. Fad AjA.Tr - ,,Je k , T-0' -e � 1/ 1 , SITING ROOM 1 IC `�Y 1 I st _ _ DINING ROOM I 1 1 1 012 Beam - Dirty Laundry Storage ... _ x_ -_ - I . De ck �f i (To Remain) ! j MR -- J III' .� R. - =- 8FDRO - 140 SF � - r � � ■7 rz�ai�t�rzz . t,��•r��israarzrsa� Asa — va!� -7" :xp ;�� K0. •.� �+` ���`�' ,'^- r 6 -0" x 4'-6" IJ p 1 1 5' x 4 - 6 - J-u x4-0 10'-3 V2' NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS THE DOCUAMENT. - THIS NOTICE IT IS DUE TO THE QUAL --o 'w C —v 0. Fad AjA.Tr - ,,Je C v C. &j 7 `S (A a t b Existing Service Li u wl Panel 13 . - DINING ROOM � i•s • MoD' KIT HEN `'' 12' C, R ` �' 4 t p v (� t ¢ r• �t�N C -0' o v x BEDROOM fit 1U'tl. Py[ " C; (� Q ' tom_ � 4 S5 I �ta 7-6' 2' -0.- ' Se C4 N = � N S� 0 °° N A- 13 -aye — i N rZ 6' -7 117' -6" 2 6� LANG ROOM J BEDROOM »3 1 O' -6' Q 1 I S15 BATHROOM BEDROOM »2 6-61 R 14 1 ' - Exist 4444 — — New 6' -0' k 1' -0' 6 -0' g" c 7- 3' 8' 0' x 3' -0' WO Hdr T �� J K . 2x10 Joi Ledger with 112' Through @ 16" O . (Attach New Joist system to X m Proposed Resi T (L) MS'i1 ^+4 �/ j F`G istin9 2x10 Rim Joist) U � G 0'a1 --- c; � Q o - - J x t 14 �! 5' 0 0 r 8 .I 4 ( t6 CoN (. 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QQ U o uj J � Co LL W c O G J L Cy �W Z Z O. c Uco co O H • � LU W T i LL ~Or > c Z c U N. cz Y O j f ll 1908 01 -02 -2007 X STEVE DETWILLER 563916 AV SW SEATTLE WA 98106 RE: Permit No. D05 -072 13534 MACADAM RD S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call.the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/21/2007, 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, e 'fer� shall, Permit Technician xc: Peemit File No. D05 -072 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 City of TuAwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Z IZ D J U. UO N 0 W= U .tu O I L U) d Z 1- Z f-. U 0, �O — o F- W W. U- p Z U N: H H: Rehabi Northwest License u: REHABN'016MA October 31, 2006 Allen Johannessen Plans Examiner City of Tukwila Re: 13534 Macadam Road South Tukwila, WA 98168 Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 steveCitrehabitatnorthwest.com Dear Allen, During the final inspection conducted by the Building Department on the above - mentioned project, the City of Tukwila indicated several modifications would be required in order to bring the structure within the code requirements governed by the International Building Code and applicable codes for ADA requirements for LC occupancy. After reviewing the IBC as the code relates to the LC occupancy group, we feel the building code complies with all accessibility requirements indicated by the building code. The purposed structure is designed to provide residence to LC type I clients as defined by Section 419.5 under the 2003 IBC. These residents are capable of walking or traversing a normal path without the physical assistance of another person or assisting device. As indicated on Sheet A5 in the approved plan set under the notation of "Occttpancy:LC 1 (not designed for Wheelchair Patients) ", we are in agreement with the City of Tukwila the building is not designed to provide residence for clients incapable walking without the assistance of a wheelchair or other similar mobility- assisting apparatus. As you know, this notation was added to the plan set in response to Correction Letter #5. Since the building design does not allow passage of wheelchair - assessable clients, the note # 26 under the "Floor Framing Notes" on the approved plan set was incorrectly included and should be removed from the plan set. Since the occupancy load will not exceed 10, the structure is required to have only one exit as indicated by Section 1014 of the 2003 IBC. Since only one exit is required, the code does not require the installation of exit illumination or exit signs to be installed according to Section 1006.1 Exception #3. As indicated by Section 1008.1 of the IBC, the door swing for the exit both exterior and interior, is only required to be in the direction of egress if the occupancy load is less than 50 or if the structure has a Group H occupancy, in this case, neither is true. Therefore, the exterior swing for the egress exit can be towards the interior of the structure. Therefore, after reviewing the applicable codes, we feel the structure is compliant with regards to the accessibility for the LC Type 1 occupancy group. Please feel free to contact me if you have any questions or concerns. TOCIET! ED Sincerely PI y, C 0 0 Chad Detwiller Rehabitat Northwest, Inc (206) 932 -7355 3601 W. Marginal Way SW Seattle, Washington 98106 w ug � UO cot U) W. J F.. CO) u. W O LL S2 d = W' F- O Z F-. '2 �; D p: ON W W' F- �> u O w Z v_ co, O ,Z 1908 City. of TukwiM Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 15, 2006 Steve Detwiller Rehabitat Northwest, Inc. 5639 16 Av SW Seattle, WA 98106 RE: CORRECTION LETTER #5 Development Permit Application Number D05 -072 Rehabitat Northwest, Inc. —13534 Macadam Rd S Dear Mr. Detwiller: 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 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, 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ED OF iiiio� jenif r arshall i CCTV it chnician encl pT CENSER xc: File No. DOS -072 i P: Vennifer`Corrcction LcttcrsQ005 \D05 -072 Correction Ltr #5.DOC jcm 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431.3665 Z w 2. u� D J U: U O N w= u. w O LL a c d =w Z� F-- O: Z E-. LL �p U N o H; W wI LL Z . ui U ='. O ~. Z 2. Referring to previous letter item (1) in regards to Group LC and occupancy Type I, some details are missing relating to the egress issues. In particular the plans do not clearly identify means of egress from the building as indicated in IBC 419.7 and as described in chapter 10, "1002.1 Accessible means of egress ", The plans shall show where a continuous and unobstructed way egress travel from any point in a building or facility that provides an accessible rout to an area of refuge, a horizontal exit or a public way. Provide on the plans details for walkway or access way to the building from a public way or parking and where the access way shall meet accessibility requirements. (ICC A117.1 301— 303, IBC SECTION 419, IBC 1104.3) Review all relative requirements of IBC Section 419 "Group LC" where plans shall meet all relative Group LC code requirements. 3. Revise plans where doorways and hallway meet code for the following issues: a. Bedroom # 5, to meet ADA requirements, shall have a minimum of 12 inches clearance on the latch side when entering from the hall. (ICC Al 17.1 404.2.4 and Figure 404.2.4.1) b. Doors entering bedrooms # 1 & 2 from the hall, the hall clearance shall require a minimum maneuvering clearance of 42 inches. (ICC Al 17.1404.2.4 and Figure 404.2.4.1) 4. Bedroom #3 bathroom door may be reversed to for improved maneuverability and accessibility to the bathroom where wheelchair shall not conflict with a vanity. (For information purpose nl r �o change required unless a vanity is installed.) CITY Of: TUKWILA 0 CT 3 12006 PERMIT CENTER Z Building Division Review Memo w D Date: February 14, 2006 p Project Name: Rehabitat Northwest Cl) W Permit #: D05 -072 UJ _ Plan Review: Allen Johannessen, Plans Examiner CO L w� A Building Division conducted a plan review on the subject permit application. Please address U_ the following comments in an itemized format with revised plans, specifications and /or other ca a applicable documentation. w PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 2436; all sheets shall be the same ? size). (Drawing and structural calculations sheets shall be original signed wet stamp not z o copied.) UJ UJ U� 1. The revised plan makes reference to the upper level as Type I LC occupancy. Group LC Type I, does o not necessarily require bathrooms and doorways to meet all barrier free requirements. However the w w plans make reference to "Wheelchair Accessible Shower or Wheelchair Accessible Entrance /Exit'. In X v addition, as indicated in item (2), some doorways, hallways and back steps do not meet wheelchair 0 barrier free requirements. One recommendation is to remove notations for wheelchair accessibility iii Z requirements with similar notes "not for wheelchair patients" or make the following changes as v indicated in item (2, 3, 4,and 5) below. However in both cases and as indicated in item (2) below, o �-- provide plans to show walkways as requested in item (2). z 2. Referring to previous letter item (1) in regards to Group LC and occupancy Type I, some details are missing relating to the egress issues. In particular the plans do not clearly identify means of egress from the building as indicated in IBC 419.7 and as described in chapter 10, "1002.1 Accessible means of egress ", The plans shall show where a continuous and unobstructed way egress travel from any point in a building or facility that provides an accessible rout to an area of refuge, a horizontal exit or a public way. Provide on the plans details for walkway or access way to the building from a public way or parking and where the access way shall meet accessibility requirements. (ICC A117.1 301— 303, IBC SECTION 419, IBC 1104.3) Review all relative requirements of IBC Section 419 "Group LC" where plans shall meet all relative Group LC code requirements. 3. Revise plans where doorways and hallway meet code for the following issues: a. Bedroom # 5, to meet ADA requirements, shall have a minimum of 12 inches clearance on the latch side when entering from the hall. (ICC Al 17.1 404.2.4 and Figure 404.2.4.1) b. Doors entering bedrooms # 1 & 2 from the hall, the hall clearance shall require a minimum maneuvering clearance of 42 inches. (ICC Al 17.1404.2.4 and Figure 404.2.4.1) 4. Bedroom #3 bathroom door may be reversed to for improved maneuverability and accessibility to the bathroom where wheelchair shall not conflict with a vanity. (For information purpose nl r �o change required unless a vanity is installed.) CITY Of: TUKWILA 0 CT 3 12006 PERMIT CENTER 5. The two bathrooms accessed from the two separate halls do not meet code for combined wheelchair maneuverability and turning space /clear floor or ground space. Revise drawings to show bathrooms shall meet clearances for wheelchair access per the accessibility code. Accessible bathrooms shall also meet all other relative codes. Include a 60 -inch circle on the plans to show required turning space in bathrooms. (ICC A117.1 sections 304, 305, 306, 307, 404, 604, 607 and 608) 6. The plan notes indicates floors shall comply with IBC 2 -hr. separation. Provide details that specifically show the two-hour construction at each required separation including material specifications. Provide details for penetrations such as ducting, pipes and dcors etc., where the two-hour construction meets code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 - 3670. No further comments at this time. t FIEC'EO CITY Of TIJWLA 0C1 3 12006 PERMIT CEN [ER z Z: W WI UO: U) o' CO W w = W Mi J LL. Q C_ D, W Z O w �, oN W W H U, LL. � . Z LLI U N O Z O t =• � ti C Steven M. Mullet Ma o Tukwila f � or Y � = Department of Community Development Steve Lancaster Director 1908 March 6, 2006 Chad Detwiller i Rehabitat Northwest, Inc. 563916 AV SW Seattle, WA 98106 RE: Request for Permit Application Extension Development Permit Application No. D05 -072 Rehabitat Northwest —13534 Macadam: Rd S.. Dear Mr. Detwiller: This letter is in response to your written request for an extension to Permit Application No. D05 -072. The Building Official has reviewed your letter and considered'your request to.extendAhe: above . referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 90 days (through May 29, 2006). If you should have any questions, please contact our office. at (206) 431 -3670. Sincerely, e niibl: arshall I Permit Technician File: Permit No. D05 -072 P.VennifcAExtension LettersTemut Applications\D05 -072 Applicadon Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 z :. z w oc � u� Di U O NU. W =: N LL w o. LL Q CO)� = C� H- _ . z i ... ; D : z f_• . U �� O tn. WW ti! Z ' Uco O , z - 1908 04 -03 -2006 STEVE DETWILLER 5639 16 AV SW SEATTLE WA 98106 city of Tukwila Steven M. Mullet, Mayor Department of Community Development RE: Permit Application No. D05 -072 13534 MACADAM RD S TUKW Dear Permit Applicant: Steve Lancaster, Director In reviewing our current permit application files, it appears that your permit application applied for on 03/04/2005, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 05/29/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 05/29/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ±i 4ra�rshall Permit Technician xc: Permit File No. D05 -072 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z w WD U O. CO) 0, CO) J CO) (L' W O!. , J LL Q �d. �w Z �. ' HO Z h- ON O; Z'. W H .O H' Rehabitat Northwest Tukwila Building Division 6300 Southcenter Blvd., #100 j Tukwila, WA 98188 License H: REHABN•016MA Steve Detwiller General Contractor Direct 206.255.3474 Fax 206.933.7355 stevedetwiller @hotmail.com im" mRRVLA MAP 0 2 2006 'FR iIT CENTEq Re: D05 -072 13534 Macadam Road South Dear Bob Benedicto, We would like to request an extension for the above referenced project. We were working on obtaining the approval of a design review process and the project was required to be revised several times. This resulted in a slight delay on the issuance of the building permit. Thank you in advance for your assistance. Feel free to contact me if you have any questions. Sincerely, Chad Detwiller Finance Manager Rehabitat Northwest, Inc 5639 16th Avenue SW Seattle, Washington 98106 I ss x • � City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 15, 2006 Steve Detwiller Rehabitat Northwest, Inc. 5639 16 Av SW Seattle, WA 98106 RE: CORRECTION LETTER #5 Development Permit Application Number D05 -072 Rehabitat Northwest, Inc. —13534 Macadam Rd S Dear Mr. Detwiller: 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 tune and - reflected on your drawings. I have enclosed comments 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, 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 /revisio ns must be made in person and will not be accepted thrommh the mail or by a messeneer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, t Vet eni r arshall � chnician encl xc: File No. D05 -072 P:VennifeACorrection Letters\2005005.072 Correction Ur #5.D0C jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 0 Fax: 206 - 431 -3665 Z w a � JU U U 0 w= W. w Ot E Ej u_ U � = w z� �- O Z I-- w w U o. O N o I-- w W. F- LL 0` ui Z U N` H F O Z Building Division Review Memo Date: February 14, 2006 Project Name: Rehabitat Northwest Permit #: D05 -072 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 11 x1 7 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1. The revised plan makes reference to the upper level as Type I LC occupancy. Group LC Type I, does not necessarily require bathrooms and doorways to meet all barrier free requirements. However the plans make reference to "Wheelchair Accessible Shower or Wheelchair Accessible Entrance /Exit'. In addition, as indicated in item (2), some doorways, hallways and back steps do not meet wheelchair barrier free requirements. One recommendation is to remove notations for wheelchair accessibility requirements with similar notes "not for wheelchair patients" or make the following changes as indicated in item (2, 3, 4,and 5) below. However in both cases and as indicated in item (2) below, provide plans to show walkways as requested in item (2). 2. Referring to previous letter item (1) in regards to Group LC and occupancy Type I, some details are missing relating to the egress issues. In particular the plans do not clearly identify means of egress from the building as indicated in IBC 419.7 and as described in chapter 10, "1002.1 Accessible means of egress ", The plans shall show where a continuous and unobstructed way of egress travel from any point in a building or facility that provides an accessible rout to an area of refuge, a horizontal exit or a public way. Provide on the plans details for walkway or access way to the building from a public way or parking and where the access way shall meet accessibility requirements. (ICC A117.1301 — 303, IBC SECTION 419, IBC 1104.3) Review all relative requirements of IBC Section 419 "Group LC where plans shall meet all relative Group LC code requirements. 3. Revise plans where doorways and hallway meet code for the following issues: a. Bedroom # 5, to meet ADA requirements, shall have a minimum of 12 inches clearance on the latch side when entering from the hall. (ICC All 17.1404.2.4 and Figure 404.2.4.1) b. Doors entering bedrooms # 1 & 2 from the hall, the hall clearance shall require a minimum maneuvering clearance of 42 inches. (ICC A117.1 404.2.4 and Figure 404.2.4.1) 4. Bedroom #3 bathroom door may be reversed to for improved maneuverability and accessibility to the bathroom where wheelchair shall not conflict with a vanity. (For information purpose only, no change required unless a vanity is installed.) Z �w U O' Co 0 co UJ: J = Co LL w U-Q � i Cy �w Z F-- �O w ~ w Do U w LL O .Z w N U =. 0 Z A 5. The two bathrooms accessed from the two separate halls do not meet code for combined wheelchair maneuverability and turning space /clear floor or ground space. Revise drawings to show bathrooms shall meet clearances for wheelchair access per the accessibility code. Accessible bathrooms shall also meet all other relative codes. Include a 60 -inch circle on the plans to show required turning space in bathrooms. (ICC A117.1 sections 304, 305, 306, 307, 404, 604, 607 and 608) 6. The plan notes indicates floors shall comply with IBC 2 -hr. separation. Provide details that specifically show the two-hour construction at each required separation including material spedfications. Provide details for penetrations such as ducting, pipes and doors etc., where the two-hour construction meets code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. z w JU UO U U . w= J H CO LL : 515, LL _ CY F'- _ Z �.. Z F- W W; D p O N' LU uJ LL F. O LU Z CO H = O ~. Z .c ;i :9 a f O' -J! - 1908 r j � City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 27, 2005 Chad Detwiller Rehabitat Northwest, Inc. 5639 16 Av SW Seattle, WA 98106 RE: CORRECTION LETTER #4 Development Permit Application Number D05 -072 Rehabitat Northwest, Inc. —13534 Macadam Rd S Dear Mr. Detwiller: 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 tune 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, and /or other documentation. The City requires that four (4) canvlete 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 through the mail or by a messenwer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 9V' J n fer arshall I'm echnician encl xc: File No. D05 -072 Z Z: o: 2 D JU UO U) o co w to LL w O U Q, co =. = CJ: z � H O Z F- �o U :O N LL 2 U' O 111 Z OH z P:VennifeACorrection LettersWOS -072 Correction Ur N4.DOC jem 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 -431 -3670 * Fax. 206 - 431 -3665 �r Building Division Review Memo Date: December 23, 2005 Project Name: Rehabltat Northwest Permit #: D05-072 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 11 x1 7 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.) The plans shall require notes indicating building "Occupancy Classification" for each level. The upper level appears to fall under the Group LC classification (IBC 308.3 Group 1 -2). However the lower level indicates residence (R -3) type construction. In addition the plans shall show building classification under Group LC, type (1, 11, or 111), "Evacuation capability' to meet code requirements (IBC SECTION 419.5) Example: I - persons physically and mentally capable of walking or traversing a normal path to safety, including the ascent and descent of stairs, and capable of self preservation, without the physical assistance of another person. II - persons physically and mentally capable of traversing a normal path to safety with the use of mobility aids, but unable to ascend or descent stairs without the physical assistance of another person. III - persons physically or mentally unable to walk or traverse a normal path to safety without the physical assistance of another person. In addition building shall meet code requirements IBC 419.6 Location of sleeping rooms In every Group LC facility, all sleeping rooms occupied by client with an evacuation capability of II or III shall be located on a grade level floor which provide not less than two means of egress which do not require clients to use stair, elevator, or platform lift to exit the facility. Revise plans to show type of occupancy classification for each level and where each occupancy type shall meet all relative code requirements. 2 Bathrooms and kitchen on upper floor plan shall meet ADA requirements. Revise plans with details to show accessible bathrooms and kitchenettes shall meet accessibility requirements. (IBC Chapter 11 and ICC Al 17.1 Chapter 6) 3 Lower floor plan does not meet ADA code requirements for doorways, kitchenettes and bathing rooms. However the lower level plan does meet R -3 residential classification. Clarification of building classification mentioned in item (1) above, may be the resolve or revise plans of lower level to comply with its intended use and classification. 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 6 UO 00 J � � w O 2� U-¢ CO d �w z z� w LU � o. U C) o� w LL o. w z U= P Z 1 I A November 22, 2005 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Olivier Prock 5639 — 16 Avenue SW Seattle, WA 98106 RE: CORRECTION LETTER #3 Development Permit Application Number D05 -072 Rehabitat Northwest —13534 Macadam Rd S Dear Mr. Prock: 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 Planning Department. At this time the Building, Firc, and.Public Works Departments have no comments. PlanningDeaartment: Brandon Miles, at 206 431 -3684, 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 requiresthat:four: (4) complete sets of revised plans; specifications and /or other documentation be resubmitted with the appropriate revision block. �k 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 Corrections /revisions must be made in person and will not be accepted throu� hand will not be accepted through the mail or by athe mail or by a messenger servkeservke. If you have any questions, please contact me at (206) 433 -7165. Sineerely, Je n' fer Marshall 5�0 rmi echnician encl xe: File No. D05 -072 PAJennifcr\Correctiion Letters\D05 -072 Correction I& #3.D0C jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Z Z w J U. UO C0 cn u- w O wQ c a �w z� Z H w Do O CO) ; wW �O Z . O Z PLANNING DIVISION COMMENTS DATE: September 13, 2005 CONTACT: Chad Detwiller RE: D05 -072 ADDRESS: 13534 Macadam Rd S ZONING: Commercial/Light Industrial (C /LI) The Planning Division of DCD has reviewed the above permit that was submitted on September 8, 2005. The application cannot be approved until the applicant completes design review. Please note that all plans, both design review and building plans must match. z .- z', mow; J U U O; co) cn W w =; w U- a' =Y z d. W LU z �.. F„ O z �.. 3 ° 10 c w W` 1=- V' U Z!, Lll U ; :O ~' City of Tukwila Department of Canntunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa,us Steven M. Mullet, Mayor Steve Lancaster, Director , 4 `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 CheeWPermit Number D05 -417 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name REHABITAT NORTHWEST Project Address 13435 MACADAM RD S Contact Person: Oliver Prock Phone Number: Summary of Revision: Z LU U U0 0 w= CO LL, w 0 U. N D =d . UJ Z �. H O. w �-. W 5. U � co o 1- w U- .. Z w co 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 i i i i pplications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: `` w 4 �IILA , ......... �qs • ' 1908 . September 1, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Olivier Prock 5639 —16 Avenue SW Seattle, WA 98106 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -072 Rebabitat Northwest —13534 Macadam Rd S Dear Mr. Prock: 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, Planning and Public Works Departments. At this time, the Fire Department has no comments. Buildine Department Allen Johannessen, at 206- 433 -7163, if you have questions regarding the attached memo. Plannine Department Brandon Miles, at 206 - 431 -3684, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 -431 -2440, 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 accented through the mail or by a messen -aer service. i - If you have any questions, please contact me at (206) 433 -7165. Si cerely, i Brenda Holt Permit Coordinator encl xc: File No. D05 -072 Nplanning\brenda1D05 -072 — correction Itr H2.doe bh 6300 Southcenter Boulevard, Suite #100 ' • Tukwila, Washington 98188 • Phone: 206- 431 -3670 9 Fax: 206- 431 -3665 Z Z . D J U' UO (1) w= J �• U. ¢ � d =W Z �-- 1— O Z F--. U � LLJ 0— CO. D I-- w U u~.. F-. ui Z U =: O Z 4 Building Division Review Memo Date: July 27, 2005 Project Name: Rehabitat Northwest Inc. Permit 0: D05-072 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted 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 2406; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The sizes of the furnace and water heater rooms do not meet code requirements. Revise plans to meet code requirements for Access and Service Space, 2003 IMC Section 306 and IMC Section 1002 Water Heaters. In addition, show where combustion air for the appliances shall be received from the outside (IMC Section 701). Shall require application for a Mechanical Permit. Complete a Residential Heating and Ventilation Compliance Form. Forms are available at the City of Tukwila DCD Building department. 2 The code reference for Washington State Energy Code and Indoor Air Quality code references on page (A -5) refer to outdated 1997 codes. Revise plans to show compliance with the 2004 code requirements. 3 In addition to item (2) above the insulation requirements, shown on page (A-6) do not comply with the current requirements for insulation. Revise plans to indicate the current 2004 insulation code requirements. (2004 WSEC table 6-1) 4 The plan shows smoke alarms. However to meet code requirements additional smoke alarms shall be required. Revise the plans with notes where the smoke detectors shall meet the following code requirements: (11313.1 Smoke alarms. R313.2 Power source.) a) Smoke alarms shall be installed in each sleeping room... (as already shown) 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. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ZZ J- Z W 00 �o J = L w 0 �Q co V �w z 1- O Z I-- U� co o h- w u O LLi Z U N O Z s: \I PLANNING DIVISION COMMENTS DATE: D05 -072 CONTACT: Chad Detwiller RE: D05 -072 ADDRESS: 13534 Macadam Rd The Planning Division of DCD has reviewed the above permit revision that was submitted on July 21, 2005. The application cannot be approved. 1. The applicant has still not completed design review. Additionally, the plans that were submitted for the building permit conflict with the design review plans. Please review the design review comment letter issued by the Planning Department. z w ac ; 3 J U` U O' C O o' LO Ca L „ W O: OC �� u_ _- co = Cy H w O; L z t-. o w v` LLo fd z U N H � Z � DATE: August 26, 2005 . CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PROJECT: Rehabitat Northwest Inc. Addition to existing house and new garage on Tax Parcel 261320 -0049 (Phase I) 13534 Macadam Rd. South PERMIT NO: D05 -072 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. 1. Provide copy of updated Water Availability Letter from Water District # 125. Additional watermain(s) and fire hydrant(s) have been installed under Public Works permit PW05 -050. 2. Verify the cut/fill quantities under this permit. Your plan sheet Al, dated July 20, 2005, shows 200 cy cut/fill. Provide separate cut & fill quantities. Do not include cut for foundation. 3. Provide enough spot elevations for new driveway, to show slope of driveway and drainage patterns. Storm drainage for new driveway shall sheet flow to existing private access road, or provide catch basin(s) and storm pipe as needed. See redlined plan sheet A1— enclosed. 4. Provide and show on site plan, finished floor (FF =) elevation of proposed garage. This is required in order to know driveway elevation at garage and at the connection to the existing driveway access, constructed under Public Works permit PW04 -047. 5. Draft copy of private ingress /egress easement, does not take into account the hammer head required by the Fire Department. Parcel 261320 -0046 is not shown as part of the easement/agreement. The draft easement does not include an agreement portion, stating which parcels /ownerships shall be responsible for maintenance and by what portion. Verify if all three parcels /ownerships will be responsible for the storm drainage system, installed partially for the benefit of the private access road and hammer head. 6. Verify the legal descriptions shown as Parcels A, B, and C on plan sheet A1; and partially shown on the draft private easement - enclosed. 7. Verify with Fire Department, if hammer head is required to be constructed as part of this Phase I permit (or) if can be constructed as part of Phase II. 8. Attachments are provided, as applicable, to facilitate plan or permit approval. z �= Z W J U 00, CO) o' CO w W =. H CO LL W O LL cl) ::) = CY W. Z �O z F- U O N: O F- W W LL O ..z w F- H O z r Rehabitat 4 W Nort July 20, 2005 License 0: REHABN•016MA Rehabitat Northwest, Inc Project: D05 -072 - 13534 Macadam Road South Steve Detwiller General Contractor Direct 206.255.3474 Fax 206.933.7355 stevedetwiller @hotmail.com JIF.0 ivwv CITY OF *ru VVILA J U L 2 1 2005 Responses to Building Correction: PERMIT CENTER 1) Please find copy of the topographic survey completed by Surveyor (Ref: . 2) Site plan has been revised to accurately represent both existing and proposed work to be completed (Ref: Al). 3) Engine ering design and Calculations have been provided (Ref: 51 -4). 4) Roof framing plan has been revised to more clearly illustrated work to be completed (Ref: A4). 5) Building Section plan has been revised to include how fill shall be mechanically compacted to comply with IRC requirements (Ref: A6). 6) A6 Building section matches cross section cut line on Foundation Plan (Ref: A4). 7) Complete structure is intended to operate as a single dwelling. There is a stairway connecting the upper and lower floors. Therefore fire separation is only required between house and garage. Building Section has been revised to reflect compliance with the fire separation requirement per IRC. (Ref: A6). 8) 2 Gas furnaces and a water heater have been added and called out on upper and lower floor plans. Main floor notes show compliance with mechanical requirements per IRC. Will complete mechanical form as required. (Ref: A5) 9) Ventilation schedule has been added to plan sheet to call out bath and whole house fan sizing. Kitchen fan is located above range. Main and Upper floor plans have included dashed references to show existing & new areas as requested. (Ref: A5) 10) Plan sheets and site plans have been revised to comply with both window and exit egress requirements as they relate to Convalescent homes. Wheelchair assessable ramps have been added to provide assess to both upper and lower floors. (Ref: Al, A5) CORRECTION LTR# 5639 16th Avenue SW Seattle, Washington 98106 Z z o � JU UO. N13 J � CO LL w O: �a3 w¢ CO d. �w z� t- O R �o 'w w XO L O .. Z O~ Z Rehabitat W&V Northwest License. B: REHABN•01 GMA 5639 16th Avenue SW Seattle, Washington 98106 Steve Detwiller General Contractor Direct 206.255.3474 Fax 206.933.7355 stevedetwiller@hotnlail.com i i e.. O_,f w 2� a City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director �soa Z ~ April 13, 2005 W ; o � V J Mr. Olivier Prock N p 5639 16 Avenue SW w = Seattle, WA 98106 N U. uj O RE: CORRECTION LETTER #1 Development Permit Application Number D05 -072 Q Rehabitat Northwest —13534 Macadam Road South U. C/) d Dear Olivier: w z H . F— O This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. w w All correction requests from each department must be addressed at the same time and reflected. on your drawings. 1 fi have enclosed comments from the Building, Planning and Public Works Departments. At this time, the Fire Department v N. has no comments. O— p H Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the w attached memo. LL Z LLi Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the U attached memo. .. O Z Public Works Department Dave McPherson, at (206) 431 -2448, 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 throtmh the wail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D05 -072 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 i 0 Building Division Review Memo Z i z Date: March 11, 2005 M Project Name: Rehabitat Northwest Inc. 0 o P ermit #: D05 -072 U) w Plan Review: Allen Johannessen, Plans Examiner �LL w o A Building Division plan review has been conducted on the subject permit application. Please U_ address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. CO d. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). �... w ? (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) z O. W U C0: 1 Provide a site plan complete with topographical grade lines at (2) foot intervals and showing a north o arrow on full size sheets same as submitted plan sheets. The 8x11 sheet submitted had that w — information but is the wrong size sheet. (IRC R106.1.1, R106.2) X v. 2 Site plan does not accurately reflect the plan sheet of existing decks or intended work. Clardy these ud Z items and show outline of the existing roof, new roof and with a bird eye look of the roof outlines. (IRC v N: R106.1.1, R106.2) Z 3 Provide engineering for brace wall construction and roof framing, particularly the roof framing over the existing house. Engineering documents shall clearly show cross- reference to the plan sheet with engineering noted on the plan sheets. 4 The roof framing details (page A-4) are confusing. Redraw the roof framing that more clearly defines the framing intended. (IRC R106.1.1) 5 Page A-6 shows foundation deep below grade with large amounts of fill. Show foundation either stepping or provide documentation that describes how that large area of fill is to be compacted. Please Clarify. 6 On page A-6 BUILDING SECTION, that detail shall reference with a cross section cut line on the plan view sheet. 7 Show on the plans complete with details for fire separations of separate dwellings per IBC (Washington State Amendments) IBC 419.15.3 - 419.16 and IBC SECTION 717 • Page 1 8 The plans do not provide details for a utility room for heating system and water heater locations. Design or describe intended locations and show compliance to the IRC, IBC & IMC codes. Complete the City of Tukwila form for Washington State Entergy Code (Prescriptive - Simple form) 9 Plan sheet A-5 show bathroom fans with # (1, or 2). It is not clear, as to what it is referencing. Show reference on that page. Also on that same sheet is showing a dashed line around the existing residence with now reference as to what that line represents. Show kitchen fans with references. 10 The plans indicate the intended use for the new addition is for a Convalescent Home. The plans do not show compliance to the MEANS OF EGRESS issues per IBC (Washington State Amendments) 419.7 Means of Egress, 419.8 Accessibility as well as other related requirements under that section 419 GROUP LC. Show detailed provisions for egress especially for the Wheelchair accessibility. 11 Show compliance to the MEANS OF EGRESS per IRC SECTION R311 especially any requirement for R311.6 for ramps. These shall also be detailed and shown on the site plan and plan sheet. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. j Z. Z o: w J U: U O U o N =. N LL w 0 . J LL Q' = d, F- _ O: z �- n U N ;. W w' H U, : H O : Z: LU O~ �1ILA i O City of Tukwila Steven M. Mullet, Mayor Q `O N : 2 Department of Community Development Steve Lancaster, Director �'' •'fir 1908 PLANNING DIVISION COMMENTS )ATE: April 11, 2005 ;ONTACT: Oliver Prock tE: D05 -072 ADDRESS: 13534 Macadam Rd S. ,he Planning Division of DCD has reviewed the above permit applications that were submitted on ✓larch 4, 2005. Planning cannot approve the application because the project requires design review approval. The applicant did submit for design review approval, however, the design review application was incomplete. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ,z w . J U: 00; CO 0: U ws w =, J V V„ UJ 0 1 J� LL Q: = �_ Z !— D U , U : w H — — O. liI Z U N` Z CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: March 23, 2005 PROJECT: Rehabitat Northwest Inc. Addition to existing house and new garage on Tax Parcel 261320 -0049 13534 Macadam Rd. South PERMIT NO: D05 -072 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. Revise site plan to show: proposed downspout drainage system, drainage system for proposed driveway portion connecting to new garage, drainage behind retaining walls, TESC, existing and proposed contours, location of existing water meter and water service line, and location of existing sanitary side sewer. 2. Provide copy of Water Availability Letter from Water District # 125. 3. Proposed rockeries greater than 4 feet high and/or supporting a surcharge, require a separate Building Permit. 4. Verify the cut/fill quantities under this permit, which was not part of the PW04 -047 permit, and provide on site plan. 5. Provide enough spot elevations (or) cross - sections across proposed driveway and profile along driveway, to show steepness and drainage patterns. 6 Prnvicle. and chnw nn cite. nlnn finished flnnr (FF =) elevation of z 3: �w 6 3 0. C.) 0; co) w= J�_ N LL W O �a = _` ?�_ z o: w 2 5 U �. O N o�_ wa LL O` ui z CO) Z �\ PERMIT COOR® COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -072 PROJECT NAME REHABITAT NORTHWEST SITE ADDRESS 13534 MACADAM RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DATE: 02 -23 -06 z IZ tr � JU UO CO o. to W J � CO U. W U . Co = d: �w z zO_ w U� O N. o I_- w 3: �. LL o. ui z U CO) O Z � DEPARTMENTS Bui'Itii4�g'D'fvision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02-28-06 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: { TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ { REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE. 03-28-06 i Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ } Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2"2 PERMIT CppRD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -072 DATE: 02 -02 -06 PROJECT NAME REHABITAT NORTHWEST, INC. SITE ADDRESS 13534 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 4 Response to Incomplete Letter # Revision # After Permit Issued DEPARTME TS- f Iding Division Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 02-07 -06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS DUE DATE: 03-07-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑✓� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: n`I4•u Departments issued corrections: Bldg N� Fire ❑ Ping ❑ PW ❑ Staff Initials: )Vk/- nneumema/muline din.dnr t -28 -02 z = z JU UO t o 0 w� S2 L W O oC J U? d �w z I— O z 1— U� O� 0 1-- w X i- U. O Z U= O H, Z )ERMIT COORD COPT' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -072 PROJECT NAME REHABITAT NORTHWEST SITE ADDRESS 13534 MA R D S DATE: 12 -07 -05 0 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DEPARTMENTS: � X anning Buildyh 1vlsion Fire Prevention Division g �1 ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 2-08-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 01-05-06 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: 2.2 "2 i z �Z '~ w t � JU UO CO) 0 C0 J F. cn LL,. w O �a WCY = Z�. z O- W LLJ �o U O co o I- w U. O _ .. Z U= O Z PERMIT CO ORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -072 PROJECT NAME: REHABITAT NORTHWEST SITE ADDRESS: 13534 MACADAM RD S DATE: 09 -08 -05 Original Plan Submitta X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 5, G C f B 4i ing Division V 13 4ii Public Works— Fire Prevention -7 2�� Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 09-1 3-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10-1 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Tf Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: j jj2'L( Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: ocument routing sip. oc ! -28 -02 9 -o o-( ❑ Pla n ning ivision ❑ Permit Coordinator ❑ z w UO. 0 C0 W J = H U. w 0 9 : U- �Cf =w ? I— WO w U O -. 0 F— wW F=- U. U. w z CO) O I.. Z i 7. ,). . (. yl: �j' \.. • il.._.. i.a: rv+a.� s'1N. ✓..nt.n... .1� . �vta (..: :.:1 :'7i .a.:t +r +(M S r • r ..v1. ,.J PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -072 DATE: 7 -21 -05 PROJECT NAME REHABITAT NORTHWEST SITE ADDRESS 13534 MACADAM RD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued r DEPARTMENTS: „ wilding Planning Fire Prevention ❑ Planning Division Pubic Work F1 Permit Coordinator r� s I DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7 Complete Incomplete ❑ Not Applicable ❑ { I Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 5 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �j r CORRECTION LETTER MAILED: Departments issued corrections: Bldg �] Fire ❑ Ping A PW (� Staff Initials: Documents /routing slip.doc 2.28.02 z Z t 2 JU 00 U) C3 W =. J � NLL w LL = S2d = w W° U� 0 CO o�- w U- O w z CO O Z r COORD COPY_ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -072 DATE: 03 -04 -05 PROJECT NAME: REHABITAT NORTHWEST INC SITE ADDRESS: 13534 MACADAM ROAD SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEP ENTS:, {�v� /�,., v 3 AO; ,� �c�t 4 Bud ding , ivisibn � v'J Fire Preveent 0 AO; Division Pu=A' / [}] ��r Structural ❑ Permit Coordinator Gt' DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -08 -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: TOES /THURS RO TING: Please Route Structural Review Required E] No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 04 -05 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3'Oz Departments issued corrections: Bldg Fire ❑ Ping Y PW ( Staff Initials: PERMIT COORD COPY Documents /roudng sllp.doc 2.28.02 z JU UO Cl) CO W J = F— CO U - 0 LL cl)d zIF- �- o z�-- W U� O N 0H w `-` o i z W l= _ O H- z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: h1tp:11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director .- ,j 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: ❑ Response to Incomplete Letter # ® Response to Correction Letter # offy1A ❑ Revision # after Permit is Issued FE8 2 3 2 006 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name Project Address: Contact Person: Summary of Revision: 1-4 11, C d Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by- /-%i Entered in Permits Plus on , \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: s Z Z �w 2 �U UO CO 0 to w W� to LL W O U. a. S2 = w' Z �. ZO W5 U� ON off w � �. LL Z U CO O ~� Z • OMNI 1 City of Tukwila Department of Community Development -� 6300 Southcenter Boulevard, Suite #100 v� 1 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: http: / /www.ci.wkwila.wa.its REVISION SUBMITTAL Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7.'�kka Plan Check/Permit Number: D05-072 ❑ Response to Incomplete Letter # AEC ® Response to Correction Letter # 4 OrfYOF UKWU ❑ Revision # after Permit is Issued rE B 0 2 a ❑ Revision requested by a City Building Inspector or Plans Examiner p i; ERMIT cF Project Name Rehabitat Northwest, Inc. Project Address 13534 Macadam Rd S Contact Person: Summary of Revision: T"%„+—.11 Phone Number: 606N `-8 7� c Sheet Number(s): "Cloud" or highlight all are s of Received at the City of Tukwila Permit Center by: Entered in Permits Plus on N,[(7�12 date of revision ! pplications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: .. Z Z q w {iJ UO N V) =. J F.. N LL: w L L D z d F - w z� ZO w �o UJ U O N LU =U F� L 0 111 CO) U F- O Z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: h1tp: 11www.ci.1ukwila.wa.us WW Steven M. Mullet, Mayor Steve Lancaster, Director text REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ��J'y /s Plan Check/Permit Number: -O'7;t— ❑ Response to Incomplete Letter # p ] Response to Correction Letter # -3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: et a ,/ trc,,,� �� - Project Address: L La j & Contact Person: A14i '& x"l�r Phone Number: (Z66� 93a - 73 & AA C�� Summary of Revision: Sai $ rev; d �a w -, zz SZ '~ w CO LU JU UO UO CO LL. w 0 U- Q U D = w z ~. �0 z� W UJ �p U O N � 1•- w u. O z CO O Z C 0 7 2005 PERm1T czNT -R i i I Sheet Number(s): 41 Aa , L "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�� app ications orms -app ications on Ime evision submittal Created: 8 -13 -2004 Revised: i t '.i s i n 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: ht(p:11vvww.ci.tukwi1a.tiva.us Steven M. Mullet, Mayor Steve Lancaster, Director CRY OR TUM SEP - 8 2005 PERMIT CENTER REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions )Pill not be accepted through the mail, fax, etc. Date: 9 S� Plan ChecWPermit Number: D05-072 ❑ 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: REHABITAT NORTHWEST Project Address 13534 Macadam Rd S Contact Person: Olivier Prock Phone Number: Qc?40 - 7388 Summary Revision: Mk -dl ,s e. re ✓ „.S AF e- �':� �� PL't 6 i:c. lj e,r k4 �o.Part�TlMPcw.I” p�� -'C� AL�.� Ae,a . /�ed, 1�e 4 -If Q, e'4.sui Sheet Number(s): A ( A 5 A (e "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on o. ' . l� applicationsWorms- applications on Ime evision submittal Created: 8 -13 -2004 Revised: Z ;= Z �W QQ� JU UO Co 0 co LU J Co U. W O U. �d �w z� 1-0 w �5 U� O N off wW Lo w Z h- X O Z REVISION :SUBMITTAL . > : 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.tiikwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will toot be accepted through the mail, fax, etc. Date: o Plan ChecWPermit Number: D05 -072 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: REHABITAT NORTHWEST Project Address 13534 Macadam Road Contact Person: k NJ& lel Phone Number: Summary of Revision: ' ed ti o �`'� o f 0 n /'kb /► /ork IeeJ: e cJ�. 1 tarn( OF I ruKWILA .� U L 2 1 901 - Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ! Received at the City of Tukwila Permit Center by: 110 40Zi/'" A Entered in Permits Plus on 7 'Zl '0J pplications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Z F Z W w 2 JU UO UO wi J ~. w w O LLQ �d z �... 1- O Z F-- w UJ Do U 0 - O 1-- w F- �. wZ �= _ O I.. Z_. WY /29 /2004 15:49 UAL VUE SEWER DISTRICT 9337355 14816 Military F S*Wh P.O. pox 886W +r r Tukwila, WA 98768 ., Phone: (208) 242.3236 ' Pax: (208) 242.7827 NO. 884 POI 11 Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability Purpose of Cardflcate: Building Permit Q Preliminary Plat or PUA Q other Q Short Su Q Rezone Proposed use: 50 Residential Single Family Q Residential Multi - Family d Commercial Q Other ApplienntsName: ' NW Phoneoo6 9.3a, - - )3s - r Property Address or Approximate Locatlon' Tax t-ot Number: 35 eta claw, 2 `uk �1 Legal Desc1lpilon(Attach Map and Legal Description If necessary): (!).is n s rWe,✓3� ca�+�Lcrrll�r Cdnn • G Sewe 1. Q a. Sower Service will be provided by aide sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR Q b. Sewer sorvica will require an improvement to the sewer system of: Q (1) _ feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the conalmOon of a collection system on the site; and /or Q (3) other (desctlhs): 2. (Must be completed if 1.b above is checked) Q a. The sewer system improvement Is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system Improvement will require a sewer comprehensive plan amendment, 3. Q a. The proposed project Is within the corporate limits of the District, or has been granted 0 ely Review Board approval for extension of service outside the District, Q Q b, Annexatio or 13RB approvai will be necessary in provide service. Af Art f� q. SprvIce is subject to the following: �" PERMIT: $ a. Olstrict Connection ChargeA dveld to connection: p ERMir c GFC: $_ SFC: $ UNiT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be Wiled directly by King County after connection to the sewer system, (subject to change by King Cc/Matra without notica) b. Easements: Q Required Q Maybe Required c, Other: IN/(,q ER Z F- UJI D U O U W= NU- L L co D Z CY: H3 ? F— ZO 2 5 U O N. O H W W . 3: 0 : U- O, Z. U =, Z t . 4y VRL VUE SEWER DISTRICT 9337355 Np,884 L i i ATTACHMENT TO VAIN VUE SEWED DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District { ") Certificate of Sewer Availability /Non - Availability ( "Certificate "). L 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Deparonent of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights j hereunder whether by agency, third -party beneficiary principles or otherwise, 9 f 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that server service will be available at the time the applicant may apply to the District for such servi i 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant, Tho District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, j approvals and authorizations from King County City of Seattle, City of Tukwila., City of Burien, + City of SeaTac or any other govommental agency before the applicant can utilize the sewer service which is the subject of this Certificale. I 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property,, the District or applicant. may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In ! addition, the governmental agency may establish requirements that must be satisfied as a j condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application fox and passible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I Have received the Certificate of Sewer AvailabilityliVon Availability and this Attachment, and fully understand the terrors and conditions herein. 6,z �_/ e -4 ,1A Applicant's Signature 6953901127079U115SY601 LDOC (1126104) -I- Date� 4"1iX (20024Z I Pi Z Z '~ w t J U. UQ w� co U. w� L? z cl: f .. w Z w� w. 5, �o oN o t =U LL z W U O t-- z ��..`.�,:._ .�.�.•,. .'.. ..; ... �. .�.•�, ;�.'.: � ., i.: �.. ��� ::irxirii•t'a ='tiA ,i„wi.;:c.(f ails' 1. w.' wki!'- :tar:e�r•ire.✓.et,�..? +1.+sr. awe(} s&, 33�? n1� :CSYW`$kl.'}.,�.'ll�Y°'^V�;.�°' iii, CtMrrrr. wrh.. �:.;, w ....Ma,un.5w'+t¢ouv�3�sfs.as..w Oft C17V OF rumwiLA Permit C e nter/Build in Division; Communit e 10ti�i31�J670 "" ty ve %pm enf D�paft!rnert Permit Center Public Works Department: 6300 Southcente•r Blvd,, Suite 100 206- 433 -0119 Tukwila, WA 98188 Planning Division: 206431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 1-'1:1-iIVil l CI::IJ fLl-i PERMIT NO.: Site address (attach flap end,legel deeerlptlon showing hydrant looet on end e i iz ze of m a in): Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant td the closest point of structure is ft, Area is sorved : by . (ureter Utility District): Owner /Agent Signature Date � , _ .• { ,- q:: ... 1 , -,�. } .. „�,1 .�� c -.y . :p •:.�•y �n•,•.,:M;i,,t'�;'n,�`'�„p•• ,x � r� ",.p� >'.1�i °lii',�`,it 'I'a� �t An. �. � � a� �.l ; •• :'1 � 1 i ,> > ` � � f 1 � , �1 � 1. I •� � (. "�.. � f i • t t r � . � i� ' � ' ; "''�ki� "�r �', S 1+A �of��'�7 r,� � i i! �i� �� w,G; �.� . ��'.Y `�, .�r - �� ��.�. � ' L ' �� - :� : � , •)1:, r � . , , , h „ �. �i�7M�+., �. If, r> �62L�: ea' �• ��d, ��al ,���.w"2a�:,�` :!.• ('..��. 1�' .:�� ' Y',,. j.. '�1' , �1•. n.'.Std v d .d`1..,`: :.f, :l't!„ L.. lsv,.�u 1. The proposed' project Is within t: L�L 2. t[�No improvements required. (City /County) 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the thinimum flow' requirements of the project before connection and to meet the State cross connection control requirements: (Usti separate sheet if more room is needed) 4. Based upon the Improvements listed above, water can be pro ided and will be available at the site with a flow of gpm . . st 20 psi residual for a duration of 2 hours at a velocity of O fps as documented by the attached calculations. 5. Water availability: P service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System Is not capable of providing service to this project. I Hereby certify that the above Information Is true and correct. Agency hone —' By Date This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." Z Z �W QQ J 0 0. w= t— �W W O LL = �W Z_ H- O. Z F— 5 U� ON 0 I— WW u- O. Z 0 0 O Z This certificat is T the purposes or ❑ Re'sidentlel Building Permit 0 Preliminary Plat Q Short Subdivision ❑ Comm ercialllndustrial Building Permit ❑ Rezone ❑ Other Look Up a Contractor, ElectriAian or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform ` construction work within the scope of its specialty. A General or Specialty " construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. a� License Information License REHABNI973KZ Licensee Name REHABITAT NORTHWEST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241649 Ind. Ins. Account Id Business Type CORPORATION Address 1 5639 16TH AVE SW Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2062553474 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/9/2003 Expiration Date 5/9/2007 Suspend Date Separation Date Parent Company Previous License REHABN *016MA Next License Associated License Business Owner Information 1%J- ., o„10 V rr . f.— no+. I V--+;o. no#.. Page 1 of 2 Z QQ `~ W U O N 0 W = J CO LL W } O �~ J LL Q co = W Z� � W F- �p � i•-. W W U. O, Z' !ll co Or Z r PORTION OF: NE 1/4 OF SECTION 15, T. 23 No R. 4 E•, W• M • Jew RA M PERFM RE4 JIRED FOR. �NMK a0p w wAIR ID G9 WA I4echanical ft Ickwotto d WN em 1� � Fe %7 1 r 1 1RA111S14k( - ;E Eleodripl �pppr� FWM o01l�lNd fi W Plumbing _ of C-83 Plp'Mj � _ �� ��� o "�4 to -` � � `a Gty Of Tuwila Oa n � BUILDING DNLSION clvdy SHEET INDEX: PARCEL NUMBER: -- � -�.: COVER SHEET REVIEWED FOR PARC f 2613200049 C1 STORM DRAINAGE PLAN CODE COMPLIANM C2 STORM DRAINAGE NOTE_ S & DETAILS n LEGAL DESCRIPTION: - - j_ - ��- � •� - -� " �` - ��� .r. ° -5 � #A& W, THAT PORTION OF 3RACT 14 FOS'TORIA GARDEN 'TRACTS` ACCORDING TO THE PLAT all; PAGE RECORDS of KING COUNTY .,� - - : -- • -�= � ukWild 'THEREOF RECORDED IN VOLUME 9 OF PLATS` 95, �' a �- r :- x _ atY ' ` c i��le��� � - �V -i'�� :6 ' --'_ ���.' �4 _ {_„ .yam- •� =�f.- T.•1 ' !� �tc'T�oN, As fas ows: �_'' _ _ rr _ - - - = t ; eui[.p t s wASH = - = — ,. -.- = O WNER: •!! ._ � v� I ETA c. �- '•F: ice_ -��.T �_rfr "�. .• _ r e� - ` pit. ti COMMENCING AT THE NOR'TliWEST CORNER OF SAND TRACT 14; _� • -� - -� � -- Y � �.- � ` - i - "� - ; _ S �`. `? .. • ., �'$ _ � * ', 3 -,. .; REHABITAT NW 'THENCE SOUTHEASTERLY ALONG THE SOUTH MARGIN OF V ALLET SWEET 90.94 FEET-; 1�D i 1 SOUTHWESTERLY NCE SOUT ALONG A LINE PAR IILLN:1. lk NORTHWES'TERI.Y {s= 3c . �: - _ , t g • '�� �:� = 13534 MACADAM RD S FEET TO THE TTII>1: POINT OF - _ - - s " "' _ -- _ _ _� �; - _' BOUNDARY OF SW 'TRACT 14 A DISTANCE OF 252 g��O�� _ ".` TUKWILA. WA 98168 BEGINNING PHONE: �.i2i - - -_ - t :. �- 3 E (206) 932 -7355 • T ;K . �� •' -�•'� � - ..'� -sue' T} - .�. ; - z+- -� THENCE CONTINUING 80U'THVESIIERLY PARAIIEL. TO THE NOR'THWEST BOUNDARY OF SAID TRACT 14 A INC. C D .. I / S � / T �� AN . � C \ E OF 220.32 FET TO THE LNIERSEC110N WITH 'THE �= .�, -, • -�. �: � *� -j � - _- _ =s ENGINEER: NORTH MARGIN OF .���\���( `� - F; ? Y. ■ Y�.�.. • - - •� � . , x• try 'THENCE SOU'THEASIERLY ALONG SAID MARGIN We RV.. '�!� �St ` -= - _ - _ - ' `� ` , N 41' 44' 57" E A DISTANCE OF 229.43 FEET. - PEH �� ;Y �.- t. _ s _ `HENCE4 -' .R !i ' ..4: _ t •¢ -:=� _ _ tt/1LLEGON ASSOCIATES CONSULTING ENgNEERS„ 'THENCE N 48 15' 03' W A DISTANCE OF 99.06 FEET TO 'THE TRUE POINT OF 750 S - ` .. � =- IXTH STREET SOUTH 4 '`� ` _ KIRKLAND WASHINGTON 98033 (425) 827 - 2014 �e p lans have PHONE. The P been miewed by the I'i_hl.0 FAX (425) 827 -5043 ,1!ti`sE " - - • `"_ -- Works De for -• - ;, - � . � ep o oonformanee with current City standards. Acceptance is subko _ _ _ :.��:. s.. _ .� _ �; -st -- �`;� =" -�_ j • m �}.. �- - � _ to errors and ��___S F , j - - _•` "� - L - , _ _ ,� y- omissions trhich d0 not anLhon •_� �. IM _ Y.i •J SURVEYOR: .c nc violations of 3-- sr. "- ' • ': : :� {i Y � r � - L depted standards or otdinanc�es. The responsibility the design t - r te ' _°�: .yina�t�. -- _ ' - - ?• - �+:�':� 2�s -+. -1. DATUM & BENCH MARK: for the adcgn =�Y �� }..-�-- _ =• _= - �i � :� : - � of rats totally with the ' s : �]rr ° _ r ... sZ �} -'�' „- v nn��► �y ���Vl�� ♦�n��1/± designer. Additions, or wvWoons to these . i: --= �A Y�J�.7 SUR M�f�rN�v'-T� d 15255 SUMYNDOD ram abet r ;. •.�- _,4��'!!�4 ' .�=- f - BLVD SUITE TOP OF MIONIA�NT 1N CASE (KW CORNER OF SECTION 1523.4) S ELEVA71ON 156.425 - r x �t ` -_ - - + a SEATTLE; WA 98188 � ft &w Ohl mid this toceptanee AT OF S 144TH ST & 51ST AVE • and will trgttise ttal of revised dtxiFicgs CITY OF 'TUKMIT•IA (NAVE 88 OATUIM) _ - _ .T for stilt RTM . . . Final acceptance b ubjed to &H bpecdon by VICINITY MAP the P '� WOt�'�" inspector. •- te: 6 -L o o m IIr col TON'S 2 FOR PERMIT SUBMITTAL ONLY FOR DRAINAGE -DESIGN ONLY Engineering �v Planning Surveying beforCall Penhallegon Associates Consulting Engineers, Inc. Dig. 750 WITH STREET KIRKLAND. WA 98033 (425) 827 -2014 1- 800 - 4245555 WOMOMM mom &" r 3 6 V) N in a 0 eLS ° aa ova N •ll O:al o��c a (L a ro _W ZFr =Z _j <OV �Ar � PORTION OF: NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. F - , t / I ^^ s `) i j i I i iX i0 r i r o e i WA1 SITE Fj ti l t l� �l t i i r � i C4 i D a ►c � •tip I l CONNECT ROCKERY WALL DRAINS (BY F, OTHERS, TYP.) PROPOSED PHASE 1 BOARDING HOME (SEE SITE PLAN BY OTHERS. TYP.) I�czo I I I.P I 1 Typ 3 I�ONNECT �� OTHER + ,) .." 30 . i { o � 1 - i i r UT>LITIES A" .AN //BEjNI� SON TEO �� t DIBI`EWAY( S17E THERS GR. i i N V TYP.) BEFORE 1 STORM P 3 4A DRAINAGE WORK CM NOTIFY ENGINEER IN FOR CASE OF CONFLICT r � r ` j : ty r i j i i r / - r r r I f IJTIUTY CQNFUCT NOTE: CAUTION: THE CONTRACTOR SHAH. BE RESPONSIBLE FOR VERIFYNG THE LOCATION. OIMENSOL AND DEPTH OF ALL EXIS71NG tMUTIES TIHETHER SHOWN ON THESE PLANS OR NOT BY P07HOIING 7W U nU71ES AND SURVEYING 7HE HORQONTAL AND VERTICAL LOCATION PWOR TO CONSTRUCTION. THIS 9 , IAI.L INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -55`55 AND THEN P07MMG ALL OF THE EXISTING UTN.ITIES AT LOCA7I01NS OF NEW UTILITY TO PHYSICALLY VERIFY WHETHM OR NOT CONFLICTS EXIST, IF CONFLICTS SHOULD OCCUR. 7W CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION_ MAX. 1--/ (GRADING Y ' Oar •) A �INATE z ' 64 (BY 20 18` WIDE & 4" 'RS) " AC P. INSTALL 0 DIRECT DE 2X 7 DRAINAGE s SLOPE IN70 CB � = IIEWAY - r 1 11'44'57" E WALL UNDER CONSTRUCTION (m) SINGLE HOMES F UNDER 0ONSTRUC71ON(TYP.) FOR PERMIT SUBMITTAL ONLY FOR DRAINAGE DESIGN ONLY 8: QRM DRAINA43E 190TES 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED. INSPECTED, AND ACCEPTED- BY THE CITY OF TUKWILA. 2. A PRECONSIRUC71ON MEETING AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE THE , PRECONSTRUCTION MEETING WITH ALL CONCERNED PARTIES AND TO OBTAIN ANY AND ALL • REQUIRED PERMITS FROM TUKW ILA AND OTHER AGENCIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 NOTIFY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 3. THE CONTRACTOR MUST HAVE A SET OF PLANS, APPROVED BY THE CITY OF 7UKWILA, ON -SITE AT ALL TIMES DURING THE COURSE OF PROJECT CONSTRUCTION. 4. BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF TUKWILA PUBLIC WORKS DEPARTMENT, OBTAINED ALL CITY, COUNTY. STATE, FEDERAL AND OTHER REQUIRED PERMITS, AND SHALL HAVE POSTED ALL REQUIRED- BONDS AND HAULING TRUSTS. 5. MINIMUM COVER OVER STORM DRAINAGE PIPES AND FACIU7IES SHALL BE 2 FEET, UNLESS OTHERWISE SHOWN AND APPROVED. 6 TEST OBSERVATIONS AND INSPECTIONS FOR STORM DRAINAGE SYSTEM SHALL BE BY THE CITY OF 7UKV ALA CONSTRUCTION INSPECTOR. 7. ALL DAMAGES INCURRED TO PUBLIC AND /OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION - SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE 8. CITY OF 7UKWILA CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND /OR THE RELEASE. - OF. THE PERFORMANCE BOND. 9. NO PART OF THE S70RM DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR. 10. THE CONTRACTOR SHALL CALL AND NOTIFY- DIAL -A -DIG AT 1- 800 - 424 -5555 A MINIMUM OF 2 DAYS BEFORE DIGGING OR LNG OPERATIONS OCCUR. 11. THE CONTRACTOR SHALL -BE RESPONSIBLE FOR THE VERWICA71ON OF EXISTING U71UTY LOCATIONS WHETHER - OR NOT THESE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF CONFLICTS WITH EXISTING UTIU71ES ARISE DURING CONSTRUCTION. THE CONTRACTOR -SHALL N07IFY THE CITY OF TUKWILA CONSTRUCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 12. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WI7H THE PUBLIC WORKS INSPECTOR A MINIMUM OF 24 HOURS IN ADVANCE. AND NO GREATER THAN 7 DAYS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTIONS. 13. ALL STORM DRAINAGE LtAIN EXTENSIONS WITHIN THE PUBLIC RIGHT- OF-WAY OR IN EASEMENTS MUST BE STAKED FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 14. BEFORE THE CITY OF TUKWILA ACCEPTS STORM DRAINAGE IMPROVEMENTS. THE CONTRACTOR SHALL SUPPLY TIC CITY CONSTRUCTION INSPECTOR WITH PHOTOSTA7IC MYLAR AS -BUILI OF THE STORM DRAINAGE SYSTEM BEARING THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLANS WERE GENERA7ED USING C:ADD, THE CONTRACTOR &4ALL SUPPLY A FLOPPY DISK OF THE CONSTRUCTION PLANS IN ADDITION TO THE MYLAR AS- BUILT:. THE CITY OF 7UKWILA CONSTRUC71ON INSPECTOR MUST RE JEW AND APPROVE ALL AS- BU11L:S THE C0N7RAC7OR SHALL MAKE ALL CHANGES TO THE AS- BUILTS AS DIRECTED BY THE CITY CONSTRUCTION INSPECTOR BEFORE THE CITY WILL APPROVE AND ACCEPT THE AS - BUILI 15. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). AS AMENDED BY THE CITY OF 7UKIMLA. 16. THE .STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING 70 THE APPROVED PLAN% WHICH ARE ON FILE WITH THE CITY OF 7UKW1LA, ANY DENIATKON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 17. ALL RETENTION/bETEN710N FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS 07HERWISE APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. I& ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOU1NDA71ON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA710H FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERNAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A tWORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CL ASS 'C', WITH 7HE EXCEP71ON OF PVC AND L.CPE PIPE, 19. ALL TRENCH BACKFlLI. SHALL BE COMPACTED 70 MIMMUM 95X FOR PAVEMENT MIN S7RUC7URAL FILL AND 9OX OTHERWISE PER ASTM D- 1557 -00: PEA GRAVEL BEDDING SHALL BE PLACED 6' OVER AND UNDER PVC AND ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0:10 FEET BELOW PAVEMENT LEVEL OR GROUND SURFACE. 20. ALL BU11MG D0WWOU7S AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY OF IUKWILA DEPARTMENT OF PUBLIC WORKS` ISSUANCE OF T4IE BUILDNG OR CONSTRUCTION! PERMIT BY 7W CITY OF 7U1K10.A DOES NOT RELIEVE TW OVUM OF THE CONTINUING LEGAL OBLIGATION AMID /OR LIABILITY CONNECTED WITH STORM StWNX WATER D1SP061TION. FiIN7HER, 7HE CITY OF 1U1KWA DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM DURING OR FOLLOWIG CONSTRUCTION EXCEPT AS OUTLINED IN THE 7U1KWLLA STANDARDS o' Call �� ti�� before you I \ Digs yti4 �tq 1 -800- 424 -5555 P REHAS TAT NORTHWEST, PVC. DATE IM MACADAM COMMERCIAL SITE .NOB NUMBE JLS ftgwkbgm Waoc2 -0-m RVI ft 5838 16th AVE SW MAY 2005 STORM DOGE PLAN 0545100 ?O � 90 ''"R �'' K'd°'& w" �= ��� WA �8� SCJII.E SHEET NAME STORM PLAN) Ros tP1t (425) 827- -rots 1- 800 -945 -6106 M (420 82'7 -6m SYM REVISION IDATE1 BY 1 • 'M� 1'= 20' SHEET C 1 OF 2 e 4 • ` • s If to S FLOW ARROW TYP.) COORDINATE GRAD1611 (BY OTHERS) TO DIRECT DRAINAGE AWAY FROM STRUCTURE & INTO DRIVEWAY AREA (TYP•) CONCEPTUAL LAYOUT r tMECT FOOTING FUTURE PHASE 2 DRAINS BOARDING HOME (SEE S17E PLAN BY 07HERS,, TYP.) - 17 LF r PVC 1 `� -,�, 5 . 0.005 (MIN.) r� NECT 70 EX. TYPE I CO RIM 43.85 (EG) l �• ,�, ; • : s' :: _ - 4 I.E. 39.9t* (NE) *BASED ON HELD MEASUREMENT HI AC BY OWNER 6- -1 -05. CONTRACTOR i `', ` �'` `'••'' :,..: TO VERIFY PRIOR TO SD ea :: �:: • ,- : •. . _�� INSTALLATION: NOTNY ENGINEER IN CON ECT v �, 4 -� :•;: ;� F CASE OF CONFLICT. R DRAINS _ •f X7700 TYPE �� i •='. = �, A 50.1313 1, TYPE I 7H F r ` : :' , t y ` 16M 45.0t (EG) BY � I.E. S ' 'I.E. 42.00 N.E. (Ire C2.0 s 27 LF 8 LCPE Sm0.0630 1 ■ LI: 4K ALUM CIJ VIDE rn 1 IMPERMEABLE S-AQ.000 to lo t BARRIER �t5 LF LCPE'�p, 5 0.4 w 6 LF SILT FENCE 4, TY I T OTHIM) BY a� RIM 48.5dk( G) a LE. 53.1* I.E. 43.70 C2.0 14 LF 8" PVC S= 0.4571 NFLLlRA71ON TANK k TYPE I PER KING COUNTY STDS, RIM 64* (FG- DRIVEWAY & W/ FLOW RESTRICtOR � BY OTHERS) v 4 e R OF INS. FLOATABLE ADJACENT � MA SEPARA70R C2.0 TO �+a PRIVATE DRIVEWAY PROJECT NQTES I. 7EMINDRARY EROSION AND SEDiMEMITATTON CONTROL FOR BUI.DMNG CONSTRUCTION, 97E GRADING AM UTILITY NSTALLATION TO BE BY OTHERS 2. PROVIDE WMN 2' COVER OVER 4' PVC ROOF do ROCKERY WALL DRAINS & INFILTRA TAW SYSTEM SOW BASED ON PREIA■NARY DESIGN IffILTRA710N RATE OF 3 NAR PER AU41N W OF W ASSOCIATES INC. ON 5/31/05: e 11 -1001 0 1 - /3 BAR 2 -#3 Ed #3 BAR EACH R BAR E #3 BAR EACH W AY 1 DS -25 TYPE- I CATCH BASIN C NTS INSTALL CAP NOT PLm FLUSH WITH FG 6 WYE FLOW RESTRICTOR RISER NOTES INFORMATION PLATE 1. PIPE SIZES AND SLOPES: PER PLANS. A STAINLESS STEEL PLATE SHALL BE PERMANENTLY ATTACHED AS AN ACCEPTABLE ALTERNATE TO REBAR. WIELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0:12 SQUARE INCHES PER FOOT CONCRETE PIPE. RELEASE MECHANISM: 1r RISER W TWO ORIFICES INSIDE THE TRM STRUCTURE. ON THE PLATE SHALL INCLUDE: ENGRAVED INFORMATION MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO AS7M 6. THE VERTICAL RISER STEM OF THE RES7RICTOR SHALL FIRST W41M ELEV. - 41.706 DIA. a 0.70' PIPE SUPPORTS AND RE:STRICTIOR SHALL BE OF A 497 (IAASHTO M 221. WIRE FABRIC SHALL NOT BE PLACED IN BE THE SAME DIAM. AS THE HORIZONTAL OUTLET SECOND ORIFICE ELEV -s 46.30. DMA. a 1.10' 1.06 THE KNvOC PIPE, WITH AN 8 IAN. DIAM. PRECAST LIAISES SHALL BE FURWSED WITH CUTOUTS OR p 2 a ~.- 1 THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 7. FRAME AND LADDER OR STEPS OFFSET SO THAT: STAGE. STORAGE, DISCHARGE: SEE TABLE ABOVE, THIS SHT. 12' RISER SECIM PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS: KNOCKOUTS SHALL HAVE A WALL THICKNESS OF A. SHEAR GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND E].EY OVFRFLOWk 47.20 . CON r MINIMUM. SHEAR GATE 4. THE RESTRICTOR SHALL BE FABRICATED FROM .060' DATE CONSTRUCTED: C. FRAME IS CLEAR OF CURB. 0.046 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER DATE OF MANUAL. USED FOR DESIGN: 1898 KCSWDM r 6 RISER SEC7KIN CATCH BASINS TO BE CONSTRUCTED N ACCORDANCE WITH ASTM C 478 AASHTjO M 1991 & ASTM C 890 UNLESS OTHERWISE SHOWN OF 207. KNOCKOUTS WAY BE EITHER ROUND OR V SHAPE. 8. F METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE DESIGN RELEASE RATES: 2 VR STORY -- 0.02 CFS 10 YR STORM - Q02 CFS PIPE TO BE INSTALLED N FACTORY SUPPLIED KNOCKOUTS. PIPE: OUTLET PIPE 710 HAVE SMOOTH O.D. EQUAL TO OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE 100 YR STORM - 0.11 CFS } CONCRETE PIPE I.D. LESS 1/4 - . REMOV WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER T - ° 00 0 00 0 00 ° 000 0 00 °00 00 °00 °00 DIAMETER PLUS CATCH BASIN WALL THICKNESS. THE MAXIMUM QEPTH FROM THE FINISHED GRADE TO THE PIPE w I 12" MW. INVERT IS 5 -0 . EL. 47.20 MAX I THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2 -yrr &A OR S� N TE�� GRA BA WaL UPRECAST BASE PROVIDE HOOK TO WIELDED I1BOW WI ORIFTCK: ORIJEO W&IM CATCH BASIN FRAME AND CRATE SHALL BE IN ACCORDANCE WITH SECURE SHEAR GATE Elro d ,. (MEASUREMENT AT STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL. SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE HANDLE To WALL EL 46.30 ELBOW DETAIL THE TOP OF THE FINISHED TO ASSURE NON-ROCKING FIT. BASE) FRAME AND GRATE MAY BE INSTALLED WITH RANGE DOM OR CAST DEPTH Rm NTS A O It INTO RISER. REQUIRI31MTS OF FEDERAL SPEOFKC U N RR-F -62108 MATING REIIFORCNG STEEL. (FOR SEPARATE BASES ONLIO 1 DS -25 TYPE- I CATCH BASIN C NTS INSTALL CAP NOT PLm FLUSH WITH FG 6 WYE FLOW RESTRICTOR RISER NOTES INFORMATION PLATE 1. PIPE SIZES AND SLOPES: PER PLANS. A STAINLESS STEEL PLATE SHALL BE PERMANENTLY ATTACHED MN. 2 WRAPS OF #10 WIRE FOR MAGNETIC LOCAMON FINDER SHEAR GATE 3 RESTWCTOOR STRAPS: 8 OUTLET PIPE NV. 4x.70 r -0' MN. 12 - f STANDPIPE EL. 41.70 RESTRICTOR STRAPS` r x .090' SOLID PLATE W/ 0.WO SHOP ORILLEO, SHARP EDGED ORIFICE FLOW RESTRICTOR RISER 4 FLOW RESTRICTOR DETAIL C1 NTS MWIER. SEE KCRS SEC. 7.M OR AS SPECIFIED ON PLAN o PVC TOP SLAB - \ , 2 TYPICAL STORM CLEANOUT DETAIL - = _= •: r.- NTS ELEVATION FT) 2. OUTLET CAPACITY: ' NOT LESS THAN COMBINED INLETS. INSIDE THE TRM STRUCTURE. ON THE PLATE SHALL INCLUDE: ENGRAVED INFORMATION (SEE STANDARD PLAN FOR DETAILS ) 20 . X 3. PIPE SUPPORTS AND RE:STRICTIOR SHALL BE OF 24' DIM 0.010 1.06 SAME MATERIAL, AND BE ANCHORED AT X MAIL SPACING CT NAME AND NUMBER: MACADAM ROAD COMMERCIAL SITE #D502.00 PRECAST LIAISES SHALL BE FURWSED WITH CUTOUTS OR p 2 a ~.- 1 45.26 BY 5/8' DIM. STAINLESS STEEL EXPANSION BOLTS OR DEVE E'er REFIA8ITAT NORTHWEST, NQ PEIHALLE(ON ASSOCIATES CONSULTING ENGI 2.06 KNOCKOUTS KNOCKOUTS SHALL HAVE WALL IMMSS OF 2- TYPE BASIN NOTES EMBEDDED r N WALL CON 46.26 NOTES: 4. THE RESTRICTOR SHALL BE FABRICATED FROM .060' DATE CONSTRUCTED: °. 0.046 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM ALUMINUM, PVC, CPL, OR HDPE PIPE PER THESE DATE OF MANUAL. USED FOR DESIGN: 1898 KCSWDM r 6 RISER SEC7KIN CATCH BASINS TO BE CONSTRUCTED N ACCORDANCE WITH ASTM C 478 AASHTjO M 1991 & ASTM C 890 UNLESS OTHERWISE SHOWN AT EL. 47.20 ENGINEERING STANDARDS. DESIGN RELEASE RATES: 2 VR STORY -- 0.02 CFS 10 YR STORM - Q02 CFS ON P S OR NOTED IP THE STANDARD SPECIFICATIONS. 5. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE 100 YR STORM - 0.11 CFS } - . - , :: = -�: % -. ` = _ - t = & 60' DIAM. WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF MN. 2 WRAPS OF #10 WIRE FOR MAGNETIC LOCAMON FINDER SHEAR GATE 3 RESTWCTOOR STRAPS: 8 OUTLET PIPE NV. 4x.70 r -0' MN. 12 - f STANDPIPE EL. 41.70 RESTRICTOR STRAPS` r x .090' SOLID PLATE W/ 0.WO SHOP ORILLEO, SHARP EDGED ORIFICE FLOW RESTRICTOR RISER 4 FLOW RESTRICTOR DETAIL C1 NTS MWIER. SEE KCRS SEC. 7.M OR AS SPECIFIED ON PLAN o PVC TOP SLAB - \ , 2 TYPICAL STORM CLEANOUT DETAIL - = _= •: r.- NTS ELEVATION FT) & - 0.00 . - 20 . X 0 0.56 24' DIM 0.010 1.06 re 4. PRECAST LIAISES SHALL BE FURWSED WITH CUTOUTS OR p 2 a ~.- 1 45.26 345 0.017 2.06 KNOCKOUTS KNOCKOUTS SHALL HAVE WALL IMMSS OF 2- TYPE BASIN NOTES 0.019 2.56 46.26 573 _ I CAT0j ; •, of TEIGRAIL RISER. - 0.046 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM - SEE PLAN . OVERFLOW AT EL. 47.20 - TOP TANK (INSIDE) 47.20' C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON N FOR 41r. 1 54 PLANS OR NOTED N THE WSDOT /APWA STANDARD SPECIFICATIONS. 2. STEPS N CATCH BASIN SHALL WAVE 6 MN. CLEARANCE SEE KCRS r DWG. f'& 2 --006. CATCH BASIN DETAILS HANDHOLDS SHALL IE PLACED ta N ALTERNATING GRADE RINGS OR WG NG BROOK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE X MANHOLE. t 2 - 1r RISERS (YOU.) TYPE 1 CB BLASE UNIT CONFORMS TO IIIIASK Sri" mwq%ww STROARD SPECFHCATIO me STMKDARD PLAN. FATER FABRIC MAM31ML N CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO Wm /-WIRE IIIES" FOR FILTER FABRIC f F BURY BOTTOM OF FILTER MATERIAL N 8'x12 TRENCH ` - r4 - WOOD POSTS. STANDARD OR BETTER OR EQUINLENT MIptE MEW SUPPORT FE NCE (TO BE LOCATED ON THE DOWNHILL SIDE OF 7HE FILTER FABRIC) FUER FABRIC MANEIM a - PROVIDE WASHED GRAVEL SAC FIL . 3/4 - 3 N �, tROM AN ON Earn SIDES 8 - OF FILM FENCE THE SURFACE FAB= ON� --.-�' �. BURY BOTTOM OF FILTER 2 x2 - x5' VOW POSTS. e MATERIAL N Srxir TRENCH ,� OR TBE7TER ECAJIVAL 7 FILTER FABRIC S FENCE DETAIL NT FOR PERMIT SUBMITTAL ONLY FOR DRAINAGE DESIGN ONLY anmLOESIG � Pkxvio)9 sum REHAWAT NO ST l o "' W Hf'P s wWiim Q; mz LIES 5639 16th AVE SW MAY 2005 >� s sew '�- SEATTLE; WA sc" LSa J D RIDS t4z5} N1�7 -- 2Dis Swap FAQ t +sue a� -so+= a 20' a S� REVISE DATE BY fliAW 1101114M a 5 1 M L � MACADAM COMh"Cft SITE STOMA DRAWAGE MTALS JOB NUMBER 4545200 SHEET NAME DETAILS SHEET C+� OF 2 r • f u STAGE . ELEVATION FT) & ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 0.00 43.70 0 0 0.56 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 116 0.010 1.06 44.76 4. PRECAST LIAISES SHALL BE FURWSED WITH CUTOUTS OR p 2 a ~.- 1 45.26 345 0.017 2.06 KNOCKOUTS KNOCKOUTS SHALL HAVE WALL IMMSS OF 2- MORTAR 0.019 2.56 46.26 573 M OH. LOUSED KNOCKOUTS FILED NOT BE GROUTED F WALL IS FILL of TEIGRAIL RISER. 680 0.046 3.50 LEFT INTACT. PIPES SHALL BE INSTALLED ONLY N FACTORY �.. 0.056 OVERFLOW AT EL. 47.20 - TOP TANK (INSIDE) 47.20' KNOCKOUTS UN ESS 07HE RMISE APPROVED BY THE ENGINEER FOR 41r. 1 54 c� 5 KNOCKOUT 0R CUTOUT HOLE SIZE SHALL E QUAL QU PIPE OUTER DUI. - . - , :: = -�: % -. ` = _ - t = & 60' DIAM. 0 PLUS CATCH BASIN WALL THICIQESS MAX HOLE SIZE SHALL BE 36' ° 00 0 00 0 00 ° 000 0 00 °00 00 °00 °00 FOR 4e CATCH BASIN. 4r FOR 54 C.B., 4W FOR 60' C.B.. W w I FOR 72 CK3. 84' FOR 96 C.11 MN. DISTANCE BETWEEN FIOLES I SWILL BE r FOR W. W. AND 60 COL.- 1r FOR 72 NO 86- &A OR S� N TE�� GRA BA WaL CJL s FOR SEPARATE PRECAST BASE MR FOUNDATIONS a m 6: CATCH BASH FRAMES NO GRATES OR COVERS SHALL. BE N ONLY r MIL COMPACTE ACCORDAE WITH KCRS SEC. 7.06 AM M THE STRENGTH NC EET DEPTH Rm O It REQUIRI31MTS OF FEDERAL SPEOFKC U N RR-F -62108 MATING REIIFORCNG STEEL. (FOR SEPARATE BASES ONLIO PRECAST BASE SURFACES SHALL BE FINISHED TO ASSURE HON -ROCK= FIT WITH ANY �_ SEE WSDOT S M PLAN 8-1E OIWLY. X r ' o x 7. COVER POSFnm. ALL BASE REIIFORCIM STEEL ALL HAVE SH A KIN. WW . . h ' - y I" REKNFOR�C S ( > STRENGTH OF mow PSI MID BE PLACED N THE UPPER N1ECW. LASER NL En OF THE EKIASE WITH 11" W CLEARANCE �. `r' "��' i 0& SEE 1tbDOT CS _" :: - STA PLAN E3-1C a d & MIN . SOL BEARIIW VALVE 00 SHALL EQUAL 3.3 PODS o/� oar PER SQUARE FOOT. PRECAST BASE .LINT (4a 9. FOR DETAILS SHOVANG LADDER STEPS. HANDRAILS AND TOP SEE MRS fa 2 SL On& -0 ABS 06. ► II C T H BAS o' v 10. HE SEE T INSOOT /AMA STA IDARO SPEOFICIATHONS C7 NTS ,n 0 o°3-. SEC. 7-4S►3 FOR J=T REQUlZFK"TS► 2 - 1r RISERS (YOU.) TYPE 1 CB BLASE UNIT CONFORMS TO IIIIASK Sri" mwq%ww STROARD SPECFHCATIO me STMKDARD PLAN. FATER FABRIC MAM31ML N CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO Wm /-WIRE IIIES" FOR FILTER FABRIC f F BURY BOTTOM OF FILTER MATERIAL N 8'x12 TRENCH ` - r4 - WOOD POSTS. STANDARD OR BETTER OR EQUINLENT MIptE MEW SUPPORT FE NCE (TO BE LOCATED ON THE DOWNHILL SIDE OF 7HE FILTER FABRIC) FUER FABRIC MANEIM a - PROVIDE WASHED GRAVEL SAC FIL . 3/4 - 3 N �, tROM AN ON Earn SIDES 8 - OF FILM FENCE THE SURFACE FAB= ON� --.-�' �. BURY BOTTOM OF FILTER 2 x2 - x5' VOW POSTS. e MATERIAL N Srxir TRENCH ,� OR TBE7TER ECAJIVAL 7 FILTER FABRIC S FENCE DETAIL NT FOR PERMIT SUBMITTAL ONLY FOR DRAINAGE DESIGN ONLY anmLOESIG � Pkxvio)9 sum REHAWAT NO ST l o "' W Hf'P s wWiim Q; mz LIES 5639 16th AVE SW MAY 2005 >� s sew '�- SEATTLE; WA sc" LSa J D RIDS t4z5} N1�7 -- 2Dis Swap FAQ t +sue a� -so+= a 20' a S� REVISE DATE BY fliAW 1101114M a 5 1 M L � MACADAM COMh"Cft SITE STOMA DRAWAGE MTALS JOB NUMBER 4545200 SHEET NAME DETAILS SHEET C+� OF 2 r • f u STAGE . ELEVATION FT) STORAGE (CU.FT) DISCHARGE (CFS) 0.00 43.70 0 0 0.56 44.26 116 0.010 1.06 44.76 229 0.014 1.56 45.26 345 0.017 2.06 45.76 462 0.019 2.56 46.26 573 0.021 3.09 46.79 680 0.046 3.50 47.20 745 0.056 OVERFLOW AT EL. 47.20 - TOP TANK (INSIDE) 47.20' INFILTRATION TANK STAGE- STORAGE - DISCHARGE TABLE PIPE SCHEDULE P VC: SSIM 0 -3034 SDR 35. GASKET JOINT - ALL SIZES. BEDDING CLASS B. TYPE I OR IL CONCRE AS7M C-14 CLASS III FOR SMALLER THAN It ASTM C -76 CLASS IV FOR 12' AND 15' ASTM C -76 CLASS N FOR 18' AND - LARGER DUCTILE IRON: ANSI A21.51 CLASS 50 LCPE: (LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE) SMOOTH BORE - TYPE K CATEGORY 4 OR 5. GRADE P33 OR P34. HOPE PIPE TO BE OR 26. 5 PSI PIPE W/ 1/2 WALL THICKNESS. NOTE: TYPE OF MATERIALS USED SHALL BE AS INDICATED ON THE CONSTRUCTION DOCUMENTS. I MR CODE COMPLiANCRE CRY Of Tukwila nj!TI nTNr, nT!nAyOAi PCLl><31Zii;i? (YI*lTRLfI STRIIf`_i11RF INLET PLAN VIEW NO SCALE r III OM. Apt VENT P'.PE WELDED TO TANK INFE 2 C/B or SErRMHG VAULT F REQUIRED 6' MN DEAD STORAGE 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r2WWIN t HOLES RELE 1' MIN. OPTIONAL MIN " DETENTION TANK CONTROL STRUCTURE SIZE AS REOD (FROP T W morn) MIN. 54 dio. TYPE 2 CB SEE SECTION 4.4.7 SECTION A - ICI No SCALE NOTES: M metal eats emosm r+e"ont SteeK� pa ^� I q� mz� ) and mVM 000ted ( FI T LI FABRIC TO BE PLACED OVER WASHED ROCK BACKKFILL STRIP TO WALL. 2 STRAPS MIN. REQUIRED. W MAX. • NECE TO MNANTM SHAPE r:. OUT OF CBj4. A WASHED ROCK BEDDING AND BNCKFILL TO TOP LINE OF TANK T 4 MIN WASHED ROCK BEADING AND BACKFILL TO TOP OF TAW G INFILTRATION TANK DETAIL \ p1j NTS 1 S£ITUNG VAULT � OR TYPE 2 C/8 IF REQUIRED r • S.W. 1/4 OF THE ,SE. 1/4, SEC. 15,TWN. 23, RGE. 4E, W.M* KING COUNTY, WASHINGTION E L 1 a y Ex. SSMH 6 •:�:,.�►� Rim =83.96 Ex. CB �r ;;.,; , = s• •...: �, . Rim =43.85 \ ' cn : • +"a�: -iii \ �r -..S -.• .� +.!,--• -•� . NV Ex. Fence Ex. SSMH Rim =83.96 - , A i i % r .� % i 4 N. Ex. Chain Link Fence a� h� s\ NN s � o ` s �E` obi/ �� _ `� 4 EX. HOUSE ~~ y E� { Ex. Ro�cke�y Ex. Abckery o� Fes` ` ` ` `s t `s i ` \ 1 s 0 5 10 20 SCALE 1 r ° 20' I MCM I C IM WATER METER " WAM V , m El - CATOII BASSI © SEM MANHOLE dlNCTION BOX -�. SIGN _ UX" POLE f— UTILITY POLE ANCHOR ° TELEPHONE PEDESTAL i 1 KEVI R CE CODE {;p�IPLIAN ! `1�pp;itil =T� y O( Tukwila I THAT 1ngRTION OF TRACT 14. FOSTORIA GARDEN TRACTS ACCORDING TO THE PLAT THERE RECORDED IN VOLUME 9 OF PLATS. PAGE 95. RECORDS OF KING COUNTY. WASHIN TON, DESCRIBED AS FOLLOWS. COW" MIG AT -THE NORTHWEST CORNER OF SAID TRACT 14; THENCE SOUTHEASTERLY ALONG THE SOUTH MARGIN OF VALLET STREET 90.94 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORY.4WESTERLY 8oUN" OF SAID TRACT 14 A DISTANCE OF 252 FEET TO THE TRUE POINT OF BEGI G ; THENCE T SOUTHWESTERLY PARALLEL TO THE NORTHWEST 801)NDARY OF SAID CT 14. A DISTANCE OF 220.32 FEET TO THE INTERSECTION WITH THE NORTH ARGtN OF FOSTER STREET; THENCE TERLY ALONG SAID MARGIN 99.48 FEET; THENCE 41' 44' -5Y E A DISTANCE OF 229.43 FEET; THENCE 48' 15' 03° W A DISTANCE OF 99.06 FEET TO THE TRUE POINT OF Ir BEGIN_ �� pami: : TOP OF IN CASE (NW CORNER OF SECTION 15623`4) AT INTH.JSECTION OF S 1447H ST & 51ST AVE & ELEVATIOIN = 15&425 CITY OF { ; RIKWIL/A (NAVD 88 DATUM) i I dERTiFY THAT THIS MAP REPRESENTS A TOPOGRAPHY SURVEY P tFCRIAEB WOM MY DIRECTION IN APRIL, 2005. AT THE REQUEST OF F6WITAT NORTHWEST. E4 1M Q 00885, 0tt NQ 17663 I v • 0 A 0 0.0 o0 A Q • o x 0 a . � w CV � e--I U) E C3 a Cc rg VW pm 42 mi 40 0 I me X 44 = S� IL 0. � o Id OC 90 o 0 0 4( o IL 4. 0) au 0 0 DAZE 04 T9 G5 JW ft REHASIT -003 MO ; R EHASIT -03-7P 1 W 1 Q 0 Y Y U Co L F a U N W O !•5 E f# 6 40 45 r1j 0 w Ce nter Une Macadam Road (Aka. Foster Road � A -rar Shoulder I, , , , , , \ C' a Q g + .......... -� � 8 70 Rehabitat Northwest, Inc. - (206) 932 -7355 Tukwila Convalescent Home - Tukwila, WA U T h� - r h $o �C h L h 4 h �j 8 F F F F F f F F F F F F F F h } F F F r h F h e L L L L L L L L L l L L L L L L L L 4 L L 4 1 f . . f . f . f . �• . f f • f • f . • • 1 r f r ♦ �. � r� r r r� r : r� �r r r r •r r r�, w h h } h F F h h F F h F F F F F F F F F h h t h M .991.0 N IzZ � $� f al l �m CL. Lr S 5 s g SCALE: 1" =10' DATE: October 07, 2005 DRAWN BY: SPD REVISED Al APPROVED I I DRAWING# 2004 -006 r r 4 .O. Ridge Line X12 BR F Proposed New Roof w/ 25 -year Composite Shingles over 7116" OSB over 15# Felt over Pre - Engineered Trusses @ 24" O.C. T.O. Top Plate %0 t . T.O. Subffoor M � i rf.T. Top Plate New 4-inch Vinyl Siding (New) over 7# Vapor Barrier over 7116` OSB over 2x6 studs @ 16" O.C. over R-21 over 112' GWB. Typ @ Ext Wails UNO Existing Roof w/ 42 Composite Shingles g[� 4x12 C ;Proposed New Roof w/ 25 -year Composite Shingles over 7116" OSB over 15# Felt over Stkk- Framed Trusses @ 24" O.C. I- BR 0 n Existing Roof w/ Composite Shingles 4x12 no - III 1- 111111 11 11111 1 111 4" Poured I Slab on Grade over T.O. Ridge Line' — - MBR 'v T.O. Top Plate - — 3h Grade s° T.O. Subfloor 0 T.O. Top Plate "" "t E 'f Ridge Line 4x12 s _rT.O. Top Plate 0 ao k — - ° T.O. Subfloor T.O. Top Plate II 171 i T. Top . o T.O. Top Raft B /M % AP_ - J A! J!- - B s r — - T.O. Subfloor i i ' >rr � ■err �i��rw : � r over .. � �, Trusses Bui e �, s Q _ - ` - . d - • ` ` • d a d • d �• _ s _• c •• _ s •• w �• _ v _ • - 4 'a 4 - . 4a T .. . �• • s T.O. Subf1w Footing.- ------------------------------ - - - - -- ------------------------------------- - - - - -- ---------------------------- - - - - -- ��--•----------------------------------- - - -�•- — — ' T.O. Footing s --------------------------------- - - - - -- -------------------------------------------------------------------------------------- - - - - -- East Elevation 1 • 0 0 cov)E w-U l t i - G RECEMED PEFtM CEWER 1 0 N p 0 o a 0 0 Z w ui Q w 0 oc o B B � i z i B Existing Rockery o m W > � Q Retaining Wall CID a d (A C) Poured Concrete Patio (Existing) T.O. Subfloor Finish Grade T.O. Subfloor ° ^ _ _ _ - - -- -------- - - - - -- -- - - - - -- - - - -- ---------------------------------- - - T.O. Foundation Wall - - -- ----------------------------------------------------- - - - - -� T.O. Foundation - — � co T.O. Footing ' Continuous Footing (Proposed) ; : T.O. •------------------------------ - - - - -+ ' •---------------------------------------------------------------------------------------------------------------------------- - - - -_- Continuous Footing (Existing) Footing — - -- --------------- - - - - -- --------------------------------------------------------------------------------------------------------- - - - - -= "" "t E 'f Ridge Line 4x12 s _rT.O. Top Plate 0 ao k — - ° T.O. Subfloor T.O. Top Plate II 171 i T. Top . o T.O. Top Raft B /M % AP_ - J A! J!- - B s r — - T.O. Subfloor i i ' >rr � ■err �i��rw : � r over .. � �, Trusses Bui e �, s Q _ - ` - . d - • ` ` • d a d • d �• _ s _• c •• _ s •• w �• _ v _ • - 4 'a 4 - . 4a T .. . �• • s T.O. Subf1w Footing.- ------------------------------ - - - - -- ------------------------------------- - - - - -- ---------------------------- - - - - -- ��--•----------------------------------- - - -�•- — — ' T.O. Footing s --------------------------------- - - - - -- -------------------------------------------------------------------------------------- - - - - -- East Elevation 1 • 0 0 cov)E w-U l t i - G RECEMED PEFtM CEWER 1 0 N p 0 o a 0 0 Z w ui Q w 0 oc o U1 w N IM O I- N � N tU z ° CD CU � U O > Z p ca I CU CU q* C a � i z i . m W > � Q a a d (A C) U1 w N IM O I- N � N tU z ° CD CU � U O > Z p ca I CU CU q* C r M Q - - TT. a T.O. Ridge Line r M r. -- T - T.( t o r o� T.O. Top Plate ; D T.O. Subfloor ° T.O. Top plate Existing Rocke Retaining Wail 00 TInr�th �IPV�tinr� T.O. Footing- a _ B - Beige Vinyl W - White Wood BR - Brown Shingles C - Cedar Wall Shakes Exterior Light - To comply with TMC 18.50.100 — - T Ridge Lke T.O. Top Plate o� of r Wheelchair Ramp/ = Sidewalk Not to Exceed ° T.O. Subfloor 8% Grade per IBC. T.O. Top j Existing Rockery ie VII T.O. Subfloor LL p II Eta" Fwndafion , ---------- - - ---& ; - - - - - -- -- - -- -- �/{/.7 ` ---------------- ----------------- - --% -+ i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - ; -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ----------------------------------------- --- ------ -- ----- ---- -- --- -- - -- 66SUM NOW T.O. Subfloor 4 f T.O. Ridge Line T.O. Top PlafeT - - I� r T.O. Subtloor, ° T.O. Top Plate s r T.O. Subfloor 0 o N p ti O � N O G z H o � r �- a m 0 LU LO LC Q M w N C� M — Ep fO Ni� N 0 F� 1 %%wo/ Ic. w � U CO 0 Mc asue t M O > C: 0 Mimi M Am& c O TtXVAA DEC Q1M PERMIT CENTER F f • • v • AP a I r LI 4 0 4x10 Ridge Rnam nvar r r V9WED FOR i CODF6jO JFLIAINCE a 00onvgn .y Of TUKw I ROOF VWfi ulw- Roof Area: Lower Floor. WA Upper Floor: 2304 SF Ex�g:1177 SF New: 1902 SF Total SF: 3079 SF VentilaWn Required: 3079 SF 1300' 144 SI per SF = 1477.92 SI Provide 112 Ventilation Q Eaves and 112 @ 12' Below Ridge Bidbtocl ng @ E wes: Net Vend%6on Per LF: 3.5 SULF - 25% Reduction = 2.63 S Venttia&m Regained: 1477.9212!2.63 SULF = 281 LF 7' x 7' Attic Roof Jacks: DEC 0 7 21 GA PERT :T Net Ventilation Per Jadc 49.00 SULF - 25% Reduction = 36.75 SI Each Ventilation Required: 1477.92/ 2136.75 Each = 21 Jacks 0 CO N p ti 0 .p N O o Z H NN Q W -1 is 11 N J tu LO Q w N to O H N � N 60 C: T. W% � U CU O C Z p 4= () CU CU CU V4 ti -.AA Macadam Rd. 43! -W ._ 17-W 1. _` - - -t -� -------------------------------------------------------------- — � F � � C N 1 ' e � � e i ' 13'-6" 13'-5' p e , 2 CAR GARAGE ' Slab on Grade over Vapor Barrier over 4' ' Granular Fill ______ ____ __ _______________ ____ __ ____ ____________ _____ ______________ I II c r Foundation Notes 2. AN Footings to have a mi kmm depth of 18' Below Fhal Grade, 3. Step Foundations per Site Conditions. 4. AN Concrete Footings to Rest on Firm MoiskmW Earth with Minkm= 2,000 psf bearins pressure (refer to Sods Report when Required). S. AM Wood in Contact with Concrete or Masmwy or Expose to Earth or Weather to be Pressured Treated. 6. Verify AN Demensions and Field Conditions. 7. Provide Temporary Bracing as Required. UnN all Pennanent Connections and SWenings have been installed. 8. Provide Double .foists or Bbddng at Pafta s Above. 10. AN Beams to be 4 x 10 (see Notes Sheet for Lumber Strength Values Unless rioted Otherwise. MAN Posts to be 4 x 4 (4 x 6 at Beam Splices) Typical UNO. 12. All isolated Spread Footings b be 18' x W x 6' Thick with (2) 84 Bars at Bottom e ach Way. Typical UNO. - T------------------------------------------------ - - - - -- Macadam Rd., -0 " _ X O O XT Venilation Schedule dW Lower Floor Plan see zoos Washington Stale Indoor Air city code O =Dancv: R °3 Symbol Manufacturer Model Number or Equal 0 Floor Framinal Notes: 1 . All S and Spaces under Staircases to ®1 'Nutone' QT 1301.0 Sores 102&n @ .25 WG. 1. Written Dimensions take precedence over Scaled Dimensions. be Finished with 518" G-W-B. i3 02 @J0 WG 1744 2. All Headers to be 4x10 D.F. #1 Unless Noted Otherwise (UNO). 11 [] Denotes Solid Bearing under Concentrated 'Nutone' QT 801.5 Sores 63cim @ 25 WG wcf •10 WG Loads, Use (2) 2x4 at 4' Walls UNO. Notes: 'use QT 130 (100 dm min.) @ all Kkhen and whole house fan 3. Bottom of Headers to be 6'8" this Floor UNO. ;use OT 80 (50 cfm rrI @ an other locations A11 Fan 12. Finish all Ceilings with 1 /2 0 G.W.B. UNO. RVe or 2ooa w s.E.c�valQ rust be met 4. All Exterior Walls to be 2x6 w/ R-21 insulation UNO. 18. Floors shall be comply with IBC 2-hr separation requirements. (See A-6� 13. At Garage use 518" Type G.W.B. at all Common Living 5. All Frame Nailing to satisfy IBC Block all Plywood edges and nail Walls and Ceilings, wrap all Posts and Beams. 18. Al! Egress Doors shall be built per IBC Section 1003.3.1. with 1 OD at 6' O.C. Typical all Exterior Walls. 14. Provide 26 -Gauge Galvanized Sheet Metal Flashing above 19. All voids to be Fire/Draft Blocked per IBC. 6. Provide Double Joists or Blocking where Partitions occur above. WMldows and Doors. (Typ) Lap Building Paper over. 20. Instal! Water Heater per 1987 NAECA. See Sheet 1 Project from Impact 7. Provide Solid Blodairig over Supports. 15. Smoke Detectors Interconnected 110V w/ Battery Bads -u _ per 1.pv#6 T.M..G. 8. Plate Height to be 8'1" this Floor UNO. 16 Fasten Mull -Lam 2x Beams per IBC. 21. Upper Floor shall meet minimum clearances for all sinks & Grab Bar Locations. See sheet A7 for Details. 9. Fireblocking at all Plumbing Penetrations. Penetrations between 17. Upper Floor Framing to be 91/2' ltil)ist at 16" O.C. typical floors shall comply with 2-hour separation requirements. UNO Plan shows direction. 21. Install 2-way Communications SWern per IBC in all Bedrooms & Bathro Macadam Rd. Q 12' 2'-5' r-1 4'-8' 10' -3112' Existing Existing Residence — - - - - — — — G -0' x 3'-0' — — — — � Window Seat 3-r 14'-6' V- 1 I B24 N a 4 N co BEDROOM 4 98 SF � 10' -0' 03 Stor age .p F 4x4 Post 2 upport e Beam e Above Beam � 0> #5 140 SF = 14' -4112" (b Q o N I i 1 I �= st 2 -1 9 Si I I l T4 A V-9 Q 2 =5" - F!� TLV 4x4 N1 I -1 N W I c Post 4'-0" t- to support N pE��P I Ridge Beam ° sb M Above cn I 1 -1' 3'-0' � BAR " 6 2445 i �S c BEDROOM #6 kWlla I V 16 6' N 119 5F X N�. S1111T�i w I ,III. io 9=11' I KITCHEN Dirty 64 ' M Laundry 4x * r I m 3 x3-0 I to support Ridge � m 8=11' 4x10 Hdr 4x10 Hdr 5'-0' x 4W 5!-0' x 4'-W W-4 1W 1G4' 47- 5S-0' 11�' L "J "A W � FAMILY ROOM com partment - � Window Seat 3-r 14'-6' V- 1 / B24 N a Stor age .p 1 T � N 0 2 9 Si It W ? 6' -W N 3'-5' ac o S� Sb ' 0 4 - M BEDROOM #1 N BEDROOM #2 go SF 140 SF r M b L 1T4r 8=11' 4x10 Hdr 4x10 Hdr 5'-0' x 4W 5!-0' x 4'-W W-4 1W 1G4' 47- 5S-0' 11�' L "J "A W � T com partment - Z Sink �D O LAUNDRY .,• N .� L ockable . . Stor age .p N 9 It W ? ' L 9=10' o Y o =V O X 4 BEDROOM 93 0 140 SF 6'-0" 4x10 Hdr F-V x 4' -0' 10 =3117' 1 uRmia vaiescenx n+ome F EB 2 3 2446 :`. % R E C T I C V Upper Floor Plan k'EAMIT _ OccupgnM: LCI ( not for wheelchair plftnts 22• Door between House and Garage to be 20 min rated. Solid core tight Area SummI fitting with Self Closure. Popr Slug- Ma t- 0WJW 4PA dye- Mtkot Lower Floor. 1885 SF 1461f4iltJ qr '� P .�. �� ;• Existing: 986 SF 23 . n ero r. frpl. pawn and Manufacturer's specs per IBC. New Living Space: 149 Covered Porch: 248 SF 24. Provide Continuous Handrail at all Stairs a min. of 1 1/2" from wall. Garage: 502 SF 25. Note all areas to be equipped with Automatic Sprinkler Systems per IBC Upper Floor: 2304 SF Section 903. Existing: 1145 SF New: 1159 26. All Bathrooms, Shelves, Closets, Counters, and Sinks for Upper Floor only shall comply with ADA Requkements. See A7 for Details. Total SF: 4189 SF 0 N �D O � N � N 9 It W ? o ac o �., m ° z o �Q ti� w N t6 C1 r) a) O I- N N 0 CA C N V O > Z p 4=0 () cc ca �Y a� OC I� Ll 10' -0 112" r L Poured Concrete Patio Slab on Grade t -------- ET I 8' -0' x 3' -0" I ! i i I S1133NG ROOM I I I i I u; I N I I I I i I I DINING ROOM I MPI I 4x12 Beam I Above Z? ao (TO • F: i I 6 ,A 25 -year Composite Shingles over 15# Building Felt over 711W OSB over Pre - Engineered Trusses @ 24' O.C. over Blown Ceiling insulation over 51W GWB typ a@ New Root UNO T.O. Ridge Line T.O. Top Plate BATHROOM 6 FAMILY ROOM YI co ;- r T.O. Su bfloor ° T.O. Top Plate co Existing T.O. Subtiwr- o FF =73' 4I 0 T.O. Footing I%x10 Beam over 4x4 Post over Provide 2 layers of 518 GWB Pier Footing @ Spacing Per Plan on Ce r to comply Finish per Elevation over -hour fire eparation In Vapor Banter over 7116' requirements. All penetrations \ OSB over 2x4 studs @ (mechanical and otherwise) betw 16 O.C. Typ @ Garage GARAGE floors shall also comply with 24iour requirements. Exterior Walls UNO. 4 Poured Concrete Top of Garage c over Vapor Barrier Stem Wall-, - over 4' Granular Fill oulld °ong Sectoo WALL: 71f BUNLDNNG FELT 711W SHEAMiM 2x6 STUDS @ 16' O.C. R21 Mff WSUTATM 11x GYPSUM BOARD 2X6 S&L PLATE ON C�A.SMT FASTEN® M FDUNOATION WALL WITH 516' DIAMETER ANCHOR BOLTS AT WO -C. WEATHER TIGHT CAtXKM W CONCRETE WALL WITH ' DALMOOFING PER MC (4 S STORiiADRAM 6' GRAVI3 � ON 4 Mk WEEPWG TAE it ;;° s - a - ;: ` Ak a5. s s ° a T.O. Ridge Line , A SLAB ON GRADE SIDING t :7 -4' POND CONCRETE SNAG - 6NNIIL. POLY VAPOR BARRIER GiRAI�l1lAR Fp.L FA w w w 94 REINFORCWC BAR VEMAL a 1r O.C. W/ ALTERNATE SEMS & HORIZONTAL O 10r O.O. -(2) /4 REWFORCBIG SM CONTINUOUS Glazina Schedule: PRODUCT CODE SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X48 SLIDER 4'40' x C4r 1 0.34 16 16 5.44 24X36 SINGLE HUNG 2'4' x To 1 0.34 w w 6 2.04 36X36 SINGLE HUNG 3'40' x 3'-0' �e 0.34 9 9 3.06 36X48 SINGLE HUNG 3'40' x 4'-0' 1 0.34 12 12 4.08 4r M S 76• SLAB ON GRADE SIDING t :7 -4' POND CONCRETE SNAG - 6NNIIL. POLY VAPOR BARRIER GiRAI�l1lAR Fp.L FA w w w 94 REINFORCWC BAR VEMAL a 1r O.C. W/ ALTERNATE SEMS & HORIZONTAL O 10r O.O. -(2) /4 REWFORCBIG SM CONTINUOUS Glazina Schedule: PRODUCT CODE SIZE COUNT U -VALUE AREA (in SF) TOTAL AREA (in SF) TOTAL U -VALUE 48X48 SLIDER 4'40' x C4r 1 0.34 16 16 5.44 24X36 SINGLE HUNG 2'4' x To 1 0.34 6 6 2.04 36X36 SINGLE HUNG 3'40' x 3'-0' 1 0.34 9 9 3.06 36X48 SINGLE HUNG 3'40' x 4'-0' 1 0.34 12 12 4.08 96X36 PICTURE V4r x T-W 2 0.33 24 48 15.84 96X48 PICTURE W-W x 4'-0' 1 0.33 32 32 10.56 24X42 SINGLE HUNG 2! -W x 3'-6 1 0.34 7 7 2.38 48X24 SLIDER V-W x 240 1 0.34 8 8 2.72 72X36 SLIDER W-W x 3'40' 4 0.34 18 72 24.48 60X52 SLIDER 60 x 4'-6 5 0.34 22.5 112.5 38.25 72X80 PATIO DOOR W-W x 6'-8 1 0.33 39.96 39.96 13.19 WINDOW TOTALS 362AG 922.04 GLAZING % = TOTAL GLAZING AREA 1 TOTAL HEATED AREA 362.46 / 3439 10.54% AVG U VALUE = TOTAL U -VALUE 1 TOTAL GLAZING SF 122.041 362.46 0.34 L po FMFMMM P.T.P08�P6tFUl II 6A4�IP�OSf /��v/IP�ORR� V­ V, s O ♦ ,� R��Np CppECO AD dpAtll:n rr 1 Ctrl 0f Ti��ct�i I �� t1jM �rijS�nN -- �atsteooan+uo��s SUPPORT POST ON PIER PAD 1114' we Min a 0 V E f Spacing be[ween Q=ft stmt mot aiowft passage of s sphere a(V or mom -- Maw IV Win 8 12' item most hNo w Pohl per 2c4TMtst ob* • d 0 Flooring Per Plan e a W w � rc p 04 N CU �r a rn o Q N 8 & Iii W y Z � Q � Ia �Q W% N Rf O F- N �- N U = - Q�sdsb BC�Salfoo +� Flooring Per Plan e a W w � rc p '}, CU �r a rn o Q �Q W% N Rf O F- N �- N U = - Q�sdsb BC�Salfoo +� i Flooring Per Plan over 314 T&G a �i ( 3 ) I � Fsieblodiho! MM."M '}, CU �r Typ @ Floor UNO C� i T.O. Top Plate Exterior Finish per Q Elevation over Vapor a Barrier over 7116' OSB over 2x6 Studs --- - - CLOSET @ 16 O.C. over R-21 Insulation over 112" GWB. Typ @ Exterior Wall UNO T.O. Subfloor T.O. Top Plate To Be Built per �-- Interior Stair Detail Grade go r _° T.O_ . Subfloor ~_ F_F =73' T.O. Foundation Wall T.O. Fo Flooring Per Plan over 314 T&G a Subfloor over Series 1101 - Joists @ 16 O.C. over 5/8 GWB. Typ @ Floor UNO T.O. Top Plate Exterior Finish per Q Elevation over Vapor a Barrier over 7116' OSB over 2x6 Studs --- - - CLOSET @ 16 O.C. over R-21 Insulation over 112" GWB. Typ @ Exterior Wall UNO T.O. Subfloor T.O. Top Plate To Be Built per �-- Interior Stair Detail Grade go r _° T.O_ . Subfloor ~_ F_F =73' T.O. Foundation Wall T.O. Fo r Ll 6 -,dAj r i 1 .-------------------------------------------------------------•----------------------------------------------------- - - - - -� a f 1 1 1 1 1 � • + f •� 1 1 ' 1 1 I 1 1 1 s 1 1 • 1 1 1 1 1 f 1 1 • 1 1 O 1 1 f 1 • _ . 1 1 1 1 a 1 + • + 1 1 + + 1 / 1 1 1 1 / 1 + • + 2 1 / � --------------------------------------------------------------------------------------------------------------- - - - - -- - ; -- --- ----------------------------- ; •------------------------------------------------------------------------------ - - - - -• � �--------------------------- - - - - -- - - -- -- ---------------------- - - - - -� • 1 1 1 + • � --------------------------------------- - - - - -% `------------------------------- - - - - -� . - - -- i ► i • l a 1 1 . • + . 1 1 1 • 11 1 1 1 1 1 11 + • + i ; 1 . 1 1 . s � s. � 1 • 1+ � � � 1 1 1 1 a------------------ - - -.., 1 1 1 1 1 • 1 f 1 1 1 1 • 11 ' 4x6 Post w/ • . . - • • . 2 • 1 • . -- _ -. AC Cap & ABE Base , -- _ . . ' 1 1 • • iyp 7f + 1 • 1 1 1 1 1 • + + , • 1 � 1 • 1 I 1 = • + • 1 f 1 1 1 1 + ► 1 i i ♦� (� 1 1 I f 1 f ,�O/ �� i • i i s i i ry � *+ '�•����/�� f f 1 / V 1 • = 1 • f � tip` +, 1 • 1 i 1 1 • 1 1 � I f f 1 1 1 1 1 • f • f 1 � 1 f 1 1 1 1 • 1 l f I 1 1 \ 1 ` - - -- - - - - -� r---------------------------- - - - - -- s i f v ./ / • • • aI / /�. . •' •I � I • . • •/ � I . • •I, . • f •/ 7 I •'.. • •/ � I •-. • 1 1 ♦------- - - - - -- I --------------------------------------------------------------------+--------------------------------------- -- - - -- -, T UKWILA CONVALESCENT HOME FOUNDATION FLOOR FRAMING PLAN 1/4" =1' STRUCTURAL GENERAL NOTES CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. DESIGN LOADS :e SNOW 25 PSF FLOOR LIVE LOAD 40 PSFOO DECK LIVE LOAD 40 PSF BALCONY LIVE LOAD 60 PSF WIND 85 MPH, EXPOSURE B SEISMIC DESIGN CATEGORY D (SITE CLASS D) C jG FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH. AT LEAST 18' BELOW ADJACENT EXI RIORGRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) (3) FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 20 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TO AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. 0 CONCRETE: CONCRETE TO ATTAIN A 28-DAY COMPRESSIVE STRENGTH of (1) 3.000 PSI FOR THE ELEMENT EXPOSED TO THE WEATHER, AND THE GARAGE FLOOR SLAB. AND (2)2.500 PSI FOR THE ELEMENT NOT EXPOSED TO THE WEATHER. USING TYPE 1 CEMENT. AT LEAST 5 f SACKSICUBIC YARD. MAXIMUM SLUMP IS 4'. MAXIMUM AGGREGATE SIZE IS 1 W. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF ) SHALL NOT BE 5•-7 %. MIXING SHALL BE PER SECTION 1905 OF IBC. REINFORCING: ALL BAR REINFORCING TO CONFORM TO ASTM A615. GRADE 60. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185 ALL HORIZONTAL REINFORCING TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2W EACH DIRECTION OR BY LAPPING REINFORCING 2'-W AROUND CORNER. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR PLATES. ETC.. IS PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. REINFORCING STEEL SHALL BE ACCURATELY PLACED ANJ ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS MINIMUM. UNO. THE NONCONTACT SPLICED REINFORCEMENT SMALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN 6 WELDED OR MECHCNICAL SHALL DEVELOP 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR IN TENSION. THE FOLLOWL40 MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDEDc. 7 CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 7 #5 BARS AND SMALLER i 111"' NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND NS AFL q WAI I S 3W SHEAR WALL SCHEDULE (NOTES 1, 2, 810) MARK SHEATHING NAILING (NOTE S 3&5) BLKG OR JOIST TO TOP PLATE (NOTES 4.5. 811) BOTTOM PLATE TO BLKG OR JOIST (NOTES 5 8112) ANCHOR BOLTS (TO CONCRETE FTG. SEE GENERAL NOTES) P1-6 3J8' MIN 8d @ 6' O.C. PER DETAILS IN THE DWGS PER DETAILS IN THE DWGS 518' ANCHOR BOLTS @ O.C. P1-4 318' MIN 8d @ 4' O.C. 518' ANCHOR BOLTS @TO.C. P1-3 318' MIN 8d @ 3' O.C. 518' ANCHOR BOLTS @ 3'-4' O.C. (NOTE 7) P1 -2 318' MIN 8d @ r O.C. 51W ANCHOR BOLTS @ r o.c. (NOTE 7) P2-3 318' MIN. EACH FACE 8d @ 3' O.C 51W ANCHOR BOLTS @ 1 O.C. (NOTES 7 & 9) 1 318' MIN, EACH FACE 8d @ 2' O.C. 518' ANCHOR BOLTS @ 1'-3' O.C. (NOTES 7 & 9) �W Z HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15132 MIN 8d @ B' (NOTE 3) UNBLOCKED ll 19132' MIN 10d @ 6' O.C. (NOTES 3 & 8) UNBLOCKED III 15132' MIN 8d @ 4' (NOTE 3) BLOCKED NOTES: 1. ALL PANELS SHALL BE APA RATED PLYWOOD OR OSB, UNLESS OTHERWISE NOTED (UNO) 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE - PINE -FIR. OR BETTER, @ 16' OC, UNO. ALL PANEL EDGES SHALL BE BACKED WITH 20 NOMINAL OR WIDER FRAMING, UNO. 3. APPLY TO ALL PANEL EDGES, SPACE SAME SIZE NAILS @ 120 OC ALONG INTERMEDIATE FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTIONS. 5. COMMON NAILS. UNO. 6. APPLY TO ALL STUDS. TOP. AND BOTTOM PLATES. AND BLOCKING. 7. SINGLE 3' NOMINAL MEMBER FOR FOUNDATION SILL PLATE 8 FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL. BE STAGGERED. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS. 11. OVER THE LENGTH OF SHEAR WALL ONLY (10d TOE NAILS @ 9' OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16d FACE NAILS @ 12' OC ELSEWHERE) ANCHOR BOLTS. ALL BOLTS TO CONFORM TO ASTM A-307 OR AS SHOWN ON THE DRAWINGS. ALL ANCHOR BOLTS SHALL BE 5W DIAMETER J BOLTS Wrjwx xXl6' PLATE WASHERS, T MINIMUM EMBEDDED IN CONCRETE, AND PLACED AT NO MORE THAN V OC, UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED WITHIN 12' OF EACH END OF THE SILL PLATE Wl MINIMUM 2 BOLTS PER SILL PLATE PIECE. NAILING: ALL NAILS SPECIFIED TO BE COMMON WIRE NAILS. FRAMING NAILING TO BE IN COMPIANCE WITH TABLE 2304.9.1 I.B.C. UNO. LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. 22 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL TO BE D.F. #2 FOR BEAMS, AND 91 FOR COLUMNS. UNO. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. GLUED. LAMINATED BEAW. ALL GLU4.AM BEAMS TO BE OF DOUGLAS FIR COAST REGION KILN DRIED, NDS COMBINATION 24F-V4 1.8 E gt=2.400 PSI. Fv=240 PSI) FOR SIMPLE SPAN AND 24F-V8 1.8E (Fb PSL. Fv=240 PSI) FOR CONTINUOUS AND CANTILEVERED BEAMS, UNO. USE WATERPROOF GLUE THROUGHOUT. LAMIMATED MEMBER TO CONFORM TO ARC STANDARDS 117. BE AITC CERTIFIED. AND BEAR AN AITC IDENTIFICATION MARK CAMBER ALL GLU LAMINATED BEAMS TO 2.000 RADIUS UNLESS SHOWN OTHERWISE. PRE - FABRICATED ROOF TRUSSES: TRUSSES SHALL BE PUNT FABRICATED OF D.F. OR H.F. AND BEAR SEAL OF MANUFACTURE. SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUlCTU M ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. JOISTS: TA JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAVV14GS AS MANUFACTURED 8YTRUS CORPORATION AND TO BE 04STALLED PER MANUFACTURES SPECIFICATIONS. ROOF, FLOOR. AND WALL SHEATHINGS: (1) ALL SHEATHINGS SHALL BE A.PA RATED COX PLYWOOD OR O.S.B. (2) ROOF SHEATHING TO BE 112 INNCH, SPAN RATING 32116, FLOOR SHEATHINGS TO BE 314 INCH MIN. T&G. SPAN RATING 48124. AND EXTERIOR WALL SHEATHING TO BE 1/2 INCH, SPAN RATING 2410.. UNO (3) FASTEN AT ALL SUPPORTED EDGES WITH 8d NAILS AT 6 INCH OC AND AT INTERIOR SUPPORTS VAM 8d NAILS AT 12 INCH OC., UNO. (4) ROOF AND FLOOR SHEATHINGS SHALL. BE INSTALLED WITH LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (6) THE FLOOR SHEATHING SHALL BE GLUED TO THE SUPPORTS WITH AN APPROVED ADHESIVE HARDWARE: ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO. REVOUFI) FOR R CODE COMft% Ptononimn of lukwlk+ w-,g%^A C%T'` a � ZooS 113%- vowagmp TIMBER CONSTRUCTION NOTES: (1) WHEN TOP PLATE IS INTERRUPTED BY HEADER. HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS. UNO. (2) PROVIDE SOLID BLOCKING OVER SUPPORTS. (3) ALL EXTERIOR STUD WALLS SHALL BE 2x6 STUDS @ 16' OC MAX. ALL INTERIOR STUD WALLS SHALL BE 2x4 MIN STUDS @ 16- OC MAX.. UNO. (4) WALLS, EXCEPT PARTITION WALLS. SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. TOP PLATE LAP SPLICE SHALL SEW MIN IN LENGTH W1 16d NAILS @ 3 OC (STAGGERED). (5) ALL DOOR AND WINDOW HEADERS NOT CALLED OUT IN PLANS SHALL BE (2)2x8 HF 02 MINIMUM W1 ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS C OR LESS. AND ONE CRIPPLE AND TWO STUDS FOR OPENINGS OVER f WIDE. (6) ALL COLUMNS NOT CALLED OUT IN THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER Wl 16d FACE NAILS @ 12' OC MAX. (7) SPIKE LAMINATED 2-2x COLUMN FOR HOLDOWN Wl 16d FACE NAILS @ No OC MAX. (8) PROVIDE SIMPSON AC OR BC CAP AT EACH POST TO BEAM CONNECTION, UNO. (9) WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO WEATHER OR TO WATER SPLASH ABOVE A CONCRETE SURFACE, PROVIDED A MIN. 1' PLINTH ABOVE THE CONCRETE SURFACE. (10) FASTENERS IN CONTACT WITH H PRESSURE TREATED WOOD SHALL BE HOT-Dip GALVANIZED PER ASTM A-153 OR BE STAINLESS STEEL. CONSTRUC NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES. DIMENSIONS. AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2) SEE ARCHffECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS. TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORiTy OR ACTUAL ANWOR DIRECT RESPO MBR.ITY FOR THE SPECIFIC WORIONG CONDITIONS AT THE SR ANDIOR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY TRADE CONTRACTOR THE STRUCTURAL ENGINNEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE. CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. . r.-. • V W 00 Z ZC;) • n w V > Z Q� C4 o N = W O W F— J rn co LLJ OD J Z >N o L0 Z �. Z Mo w C� r O LLI Z Q W 2 o� _ {/) �_ W Z! W= co Ill J z ZQ o F- U m Q W W O It D May 12.2005 Z W oc �. o �w�, H �ti �a f • L , � ' � I j or•�s G6'�CB� G� � SHEET Sl • ft / f • p It f* _.mmA W J � W Q �VZ j a cl ) J w :c w (n 0�(7 �W Z May 12.2005 Z W oc �. o �w�, H �ti �a f • L , � ' � I j or•�s G6'�CB� G� � SHEET Sl • ft / f • p It f* _.mmA .. 111IN I 1 a i i it 45 N ApQ 4w !-! " C Dm Z� � =r �O �O �T --1 C 5; n O Z D r rn n m z z 0 m P1 -6 v A G �r -- - - - - - - - - - - '� P1 -6 v A REVISIONS: � UPPER FLOOR FRAMING, � MAIN SHEAR WALL PLAN SHEET PROJECT: TUKWILA CONVALESCENT HOME REHABITAT NORTHWEST i i v I I I I I I I n I 9 i i i i d WANG ENGINEERING, INC. 14735 168TH AVE. NE. WOODINVILLE, WA. 98072 TEUFAX: (42589 -0927 141, �1 4 � -- - - - - - - - - - - '� P1 -6 v A REVISIONS: � UPPER FLOOR FRAMING, � MAIN SHEAR WALL PLAN SHEET PROJECT: TUKWILA CONVALESCENT HOME REHABITAT NORTHWEST i i v I I I I I I I n I 9 i i i i d WANG ENGINEERING, INC. 14735 168TH AVE. NE. WOODINVILLE, WA. 98072 TEUFAX: (42589 -0927 r i .fads Trusses @ 24" o.c. Overframing over Existing Roof (Shaded Area) Typ L 1e - No Change Existing Jack Trusses @ 24' oc. Overframing over Existing Roof (Shaded Area) Typ UNO CS14 -R - (NOTE: Run to Garage Header Below & Bend @ the Bottom of the Header Pre -manuf ached Trusses @ 24' o.c. CS14 -R - (NOTE: Run to Garage Header Below & Bend @the Bottom of the Header,, Tmoses @ 24' o c. l fl���p13,p►Nf.� ��paniC� s i d W c) Z oo Z Z0) W z Q� W N Z W 0 W W Z N Z .� d' C7 LO ... ZM W �o"I C� T- 0 W Z Q W 2 oF- _ C/) t- W z3: w U �. � OC W J z Q zQ o1-- U m QQ -W W W O Y a (' J Z `L W W O�� W� J ° z g �o Ja F- (.) W D a W a. CO May 12.2005 JadkThssm @24'oc. OverfrmkV over Existing Roof (Shaded Area) Typ LINO 1 t M i i qdO TUKWIIA CONVALESCENT HOME SHEAR WAIL PLAN 1/4" =1' 1 co 6 z w f u C� SHEET t S3 ft f • 0 a P • • 11 -..aA r SHEAR WALL PER PLAN HOLDOWN — PER PLAN A.B. PER SHEAR WALL SCHD FOR SIZE AND SPACING. UNO -- (24 4' CONC. SLAB io s ? o #4@16' OC lip g4l q (2)#4 #4 @18' 4' 8' 4' \\— ROUGHEN &CLEAN oc — I 4' DRAIN POST & POST BASE PER PLAN 4' CONC. S.O.G. FTG. PER PLAN FOR SIZE & REINF. Fw-v ..... .w.... <S 146 vv, .sill's v 1' 1 C7 " 1 V NCW VNt) REBARS PER JOINT SET IN 518'F DRILLED HOLE 2 1 W /SIMPSON'SEr EPDXY EXISM RIM SHEAR WALL PER PLAN HOLDOWN PER PLAN PER UPPER —� S.W. EDGE — NAILING J 10d TOE NAILS m o m PANEL BREAK PER SH '— WALL EDGE �' NAILING BELOW — 17 i 8W I OC f 2X BLICG — WI(3)10d i TOENAIL PER BLICG ---/ ! � WAL PER ' PLAN 1 Q f E M5@48' OC (a)1ea TO Nays ea 81 STRAP PER PLAN (SLOT HOLES THRU EXISTG RIM JST) FL JST OR RIM JST PER PLAN SHEAR WALL PER PLAN 16d@9" 2X RIM (1314X LSL FOR TJI FL), UNO -SOLID BLK'G TO MATCH HOLDOWN STUDS ABOVE - (4)10d EA BLICG FL JST PER PLAN FOR SIZE 2x SOLID (TJI FOR TJI FL) BLK`G @ 48' OC � N—SHEAR WALL PER PLAN EQUAL, 24' MAX (6)104 TO BLICC 2X6 BUCG W/ A23 CUP EA END D38rG OR NEW RAF. & CLG JST ARE L.%VT7V wu @3' O.C., TYP 019%IW PLAN SHEAR WALL P PUW FOR B. SE2E SPACING HOEDOWN R PLAN CONC. SLAB s� L_ o Z #4@16' OC W! STR R F4 • 36'HOOK @ TOP FILL 4 e #4 @18' 40 8* le 2 4 OC oe ROUGHEN &CLEAN 3 4" DRAIN 16d@W O.C. P1.6 S.W.: 16d(6" O.C. P1.4 S.W. 8d@4' OC —� FL BEAM PLAN HOLDOWN, PER PLAN 61 PLAN I 1 45 DEG f MAX 2x4 MIN i OUTRIGGER ROOF @V MAX OC TRUSS PER PLAN E 1 DIAGONAL BRACING @48' tOd TOENAIL @8' OC (2)(6 FOR L;0 ' 2X4 FOR oc L=< 8) W/ (6) 164 TO BLWG & WALL PER PLAN A23 CLIP TO WALL TOP PLATE r I FULL HT. M STUDS 1F DIAGONAL BRACING SHOWN ABOVE IS OMR>� 1 80SM E)GST'G - ROOF STUD WALL SYSTEM STUD WALL (SHEAR WALL WHERE OCCURS) - HOLDOWN. PER PLAN �— 1314'k 1.7E RIM JST 10d TOENAIL @8' OC --S.W. PER PLAN NEW ROOF TRUSS & WALL O:c I I� ri 10d TONAIL @ as O.C. WALL PER PLAN N V wo Z Z o� W < ' Z Q� s w N =Wo WcJOD W CC) � 04 Z C� L — z �o � W d- p LL O Lij Z Q W 2 ROD %%c, NOTE 3 o HOLDOWN 16d@l,. (� F— w Z3: S.W. EDGE W NAILING V �- a) of W -' Q z �--" Z Q Q F Um 1314, Q a J W w � O a D J H W O� �W W 2 0 co I-- U H co May 12, 2005 i c l I � � Lyr a:=' _ -� #air RX& � air SHEET S4 + EXISrG WALL 5 SHEAR WALL PER PLAN ROD %%c, NOTE 3 5fr HOLDOWN 16d@l,. PER PLAN 2X RIM (1314X LSL FOR TJ PER UPPEf FL). UNO S.W. EDGE MIN. EMBED. NAILING /--SOLID BLICG TO LG `, NOTE 1 MATCH HOLDOWN Iss STUGS ABOVE 10' s • HOLDOWN PER PLAN (W /0 FL JST) s , , EE s a y s THREADED ROD %%c, NOTE 3 5fr 7W DRILLED HOLE %%c 314' In MIN. EMBED. S LG `, NOTE 1 10' Iss MIN. END DIST 10' 5' MIN. EDGE DIST '!. NOTE 21 ' Ln 1314, HOLDOWN PER PLAN (W/FL JST) SOLID BLICG TO MATCH HOLDOWN STUGS ABOVE �— FL JST, WHERE OCCURS \— THREAD ROD SET IN DRILLED HOLE W1 SIMPSON'SET EPDXY" NOTES: 1. TWO MORE INCHES IN EXISTING OLD CONC. 2.2112' IN EXINTING OLD CONC. 3. PER HOLDOWN MFR FO ROD DIA. SILLPIATEROB - ' �HOLDOWN ROD ODE t t*01'0 c%A1cn of vurltl° •. ,, OF P O c e8 1 I I 10d TOE NAILS— @8 OC PANEL BREAK FL JST PER PER LOWEftJ PLAN FOR S.W. EDGE SIZE NAILING r LANDSCAPE NOTES 1. PLANT MATERIAL SHALL BE NURSERY GROWN STOCK AND SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMENT (AAN) GRADES AND STANDARDS AS PUBLISHED IN THE "AMERICAN STANDARD FOR NURSERY STOCK" MANUAL. PLANT MATERIAL SHALL BE INSTALLED TO INDUSTRY STANDARDS OR BETTER. 2. LANDSCAPE PLANT MATERIALS SHALL BE STAKED PER DETAILS SHOWN. STAKES AND GUY WIRES SHALL NOT INTERFERE WITH VEHICULAR OR PEDESTRIAN TRAFFIC. 3. AUTOMATIC IRRIGATION SYSTEMS SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS. 4. ALL PLANTING BEDS SHALL RECEIVE SIX INCHES OF THREE -WAY TOPSOIL FULLY INCORPORATED INTO EXISTING NATIVE SOIL WITH SOIL AMENDMENTS AS NEEDED TO MAINTAIN PLANTS iN A THRIVING CONDITION. REMOVE ALL FOREIGN DEBRIS (CONCRETE, TRASH, METAL, STONES GREATER THAN 2 IN DIAMETER, ETC.) PRIOR TO INCIRPORATING SOIL MiX. 5. ALL PLANTING 15EDS SHALL RECEIVE A MINIMUM OF NORTHWEST WASHINGTON COMPOST MULCH. 6. EXISTING TREES AND VEGETATION TO REMAIN SMALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES WITI-I BRIGHT ORANGE MESH PLASTIC FENCING PLACED AT ROOT PROTECTION ZONES DISTANCES SHOWN ON PLAN. FENCING SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. NO GRADING OR STORAGE OR DUMPING OF CONSTRUCTION MATERIALS SHALL TAKE WITHIN RPZ AREA. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY DAMAGED VEGETATION TO REMAIN. 1 % 0 f 4 LANDSCAPE REQUIREMENTS LOT SIZE: 22,204 SF GROMOCOVER PLANT TOTAL LANDSCAPE AREA: 1,160 SF (32290 MLCH 1n• DEPTH AT STEM, 3' DEPTH BETWEEN PLANTS NO. OF PARKING STALLS: U a • STREET FRONTAGE LANDSCAPING: TYPE 11 (12.5') ... .... .... NORTH PROPERTY LINE: TYPE III (109 .•;• .�...... '... .•..�: �'•••• SOUTH PROPERTY LINE: TYPE 111 (l0') ':......'.'....... '. '....'...•......•.•.•.......... TOPSOIL MIX EAST PROPERTY LINE: TYPE 11 (l0') .•.•.•.'; ;.'.••'.'.'; ; �'..'; ; ; ;.'..; •'�'.'...'.'.'. . '. ; .•.• :�.•.: . :'.' :...........:.'.: ': '.': ' '. REMOVE ALL .. .. .... • • • • ...... • CONTAMERa COMPLETELY UNDISTURBED SOIL--` NOTE: MSTALL MASS PLANTMGS OF CO;Za D BMW 1ST ROW OF COVER M STRAfGHT NEAT LINES PLANTING AT 6' BACK FROM EDGE OF BED ti.•i•� ALL SPACING SHALL BE TRIANGULAR gal 1 ?' GROUND COVER PLA NTING SCARIFY PIT WALLS S M GAGE CAL.V. STEEL WIRE IN MULTI -PLY BLACK RUBBER HOSE 4' COLOFWUL WARNING FLAGS (2) 2'x2' FIR STAKES 2' MULCH 2' SAUCER PLANTING SOIL .:. �'.:.: 6'TOPSOIL REMOVE TOP 1/3 OF • 11; BURLAP FROI" 1 ROOTBALL k 10 COMPACTED I� l TOPSOIL UNDER ROOTBALL 2 DECIDUI NOT TO SCALE PLANT SO CRaW OF 3" tULCH ROOTBALL 15 LEVEE ' UATH FM!SH GRADE ' 2 SAUCER TOPSOIL 6' TOPSOIL SCARIFY PIT RMLLS RE11OVE ERNRLAP OR CCWA 4ER COMPLETELY — _ ROOTBALL t�1D1sTtD SOIL FROM ROO �: _= �.— : �. „^' { C) ff'ACTED SOIL ' WC)ER R0078ALL M ROOTBALL UADTN 24' OR CONTANM UDT14 + 12 3 SHRUB NM T0 SCAL I * NG 6 D 0) (ED 8 0 (a v 0 ,������< PLANT SCHEDULE Botanical Name 'variety' Qty. Notes Common Name NEW TREES * Acer circinatum 11 MULTI -TRUNK 8' TALL MIN. Vine Maple Picea omor ika I 6 FT. MIN. 5 Serbian Spruce OR Chamaec obtusa 'Gracllis' Ninoki False Cypress Pyrus ca Ileryana 'Red Spire' 6 2" CAL. E345 Flowering Pear ThuJa occident lis 'Emera Id Green' 24 6 FT. 1345 Pyramidalls NEW SHRUBS Arbutus undo 'Compactus' 9 MIN. 16" TALL / 5 GAL. Strawberry Bush Ceanothus x 'Dark Star' 12 MiR 18 TALL / 5 GAL. Dark Star Ceanothus ilex crenate convexa 24 2 GAL. Japanese Holly Juniperus x media 'Pfitzeriana' I MIN. 18" TALL Pfitzer Juniper Poletichum munitum 49 vword Fern Prune laurocerasus 'Otto Luyken' 25 5 GAL. Otto Luyken Laurel Rhododendron 'PJM' 29 MIN. IS" TALL PJM Rhodle Rhododendron 'Jean Marie de 6 - 24" 545 Montague' Symphoricarpos alba 10 MIN. 18" TALL Snowberry Vaccinium ovatum 16 MIN. l8" TALL Evergreen Huckleberry Viburnum plicatum 'Mariesfl' 83 MIN. 18" TALL Doublefile Viburnum GROUNDCOVER Arctostaphylos uva -ursi T lassadhusetts' Kinniklnnick Tfarella cordifolia Foamflower Vfnca minor Periwinkle ' = Note: All trees to measure 2" trunk circumference at I' -0" above grade. Beers Withington • H N W T C 40 00 � g OY z M 0 H o Q � a (A M LO M 14C t A r+ . f 6 MIN. 2X ROOTBALL DIAMETER S TREE PLANTIN Project Info & Plant List ISSUE DATE: 10.5.05 Approved by: LW Dr by: AC SHEET: 1�CE.�ro a. tir cF T u A CEC 0 7 iZ PERMIT CENTER 11907 E. Atha St. Sufi, Wa. 88112 ph 206.322.3884 - FIN I ,1.1� • M INv 4 -1 ... '0 w � 0004 00000 ^700 ^7 • ; . O ^0l`000 000 0 10 0000 O O 0U 00 00 000 0 000 0 0 )0 C, 00000( •, • i • `. 5 r ) 00000 O O 00000' 00000 O O 000000 0 0 00 0 000 0000 00 e o 000 000 00 000 ;.. • , 1 000 00 00 0000 0 00, 0 0000 0 0 • ' " 0 0 cn 00 0 ° 00 0000 0 co 0 0° 0 • 0 0 000 0 ' . .'' • •' 0 000 0 0 0 0 0 0 0 I 0 0 0 0 0 000 00 ' ( 2 ) N 00 -� ° 0 0 0 0 0 •• o � o r, Q ' ;� • ' _0 0 ° ° 0 ° 0 ° ° p 0 � 0 0 r p 000 000 0° ..� -� 000 0 00 O o 0 000 .. 0 0 0 0 ° 0 0 0 . , • o o ° o ° o ° 0000 ° 00 000 00 00 00 0 O O o ° °oo ' '•, � r o 000 1 0 0 000 i ` •. 000 0 ° 00 .•. O 000 0 0 0 • �' 000 0 00 i ' ',' , . • , , 0 G ° 0 00 0 0 O ° 000 � '• ® e • e • e e • s e • • e • e e 0 ° 0 ° 000 • 0 000c 0 000, o oc CqQ 00 000 • , Q 0 00 00 00 1 0 O 0 O 0 p 00 qQ 00 0 ' 0 OD ° i 0000 0000000 ' 000) 000 0jo00000 • Or0000 00 � O O G 0000 0 0 0 000 ADO 000000 ° 00 r ' O ° 0 0 00 000 c l JAI t`rt 00 0°000° 0 0 00000c 00000' •' ( 4, W / A 'y CA r r' h� cr �cr n 0 0 t IV ' 4 � HABI A NORTHWEST 13534 S. MACADAM ROAD TUKWILA, WA 98168 -6205 5 �• • yt>ir Y , c� L i cQ '0 O O V00000VOVOr OO 000000 O 00 O ° w 0 00 0 001 OCO 0 00 0'1 C C • 00 0 O ° 0 000 0000 00 /Vl rn 0 ° D 0 00 ° ° r o oo ° O0 0 0 r 0 ° o r 0 N 0 0 ° °° z 0 ' 000 000 ° 00000 0 000 00 r 00 00 00 00 • 00 0 0 • 00 Oia O •. 00 000 00 I 00 00 000 ,. _ 000 OOOC A t A A P• A 0 0 00 0 000 0000 00 e o 000 000 00 000 ;.. • , 1 000 00 00 0000 0 00, 0 0000 0 0 • ' " 0 0 cn 00 0 ° 00 0000 0 co 0 0° 0 • 0 0 000 0 ' . .'' • •' 0 000 0 0 0 0 0 0 0 I 0 0 0 0 0 000 00 ' ( 2 ) N 00 -� ° 0 0 0 0 0 •• o � o r, Q ' ;� • ' _0 0 ° ° 0 ° 0 ° ° p 0 � 0 0 r p 000 000 0° ..� -� 000 0 00 O o 0 000 .. 0 0 0 0 ° 0 0 0 . , • o o ° o ° o ° 0000 ° 00 000 00 00 00 0 O O o ° °oo ' '•, � r o 000 1 0 0 000 i ` •. 000 0 ° 00 .•. O 000 0 0 0 • �' 000 0 00 i ' ',' , . • , , 0 G ° 0 00 0 0 O ° 000 � '• ® e • e • e e • s e • • e • e e 0 ° 0 ° 000 • 0 000c 0 000, o oc CqQ 00 000 • , Q 0 00 00 00 1 0 O 0 O 0 p 00 qQ 00 0 ' 0 OD ° i 0000 0000000 ' 000) 000 0jo00000 • Or0000 00 � O O G 0000 0 0 0 000 ADO 000000 ° 00 r ' O ° 0 0 00 000 c l JAI t`rt 00 0°000° 0 0 00000c 00000' •' ( 4, W / A 'y CA r r' h� cr �cr n 0 0 t IV ' 4 � HABI A NORTHWEST 13534 S. MACADAM ROAD TUKWILA, WA 98168 -6205 5 �• • yt>ir Y , c� L i cQ r 0 -0 N 89 0 5914 " W .. r 1,25" Mainune .. . O I � rira era .�i t .. w r ■r w fay . - fafa rr: r 1 . - a A2 I I , ' I I I I f Q x I I U a f I � � I l EX I STING DUPLEX s Nr AND PR POSED I ADDITI04 I I A 1 q� O WATER — 1 RE � -- — _— ,—. PHASE -11 CONSTRUCTION Phase --II Expansion Box PROPERTY LINE : S 89 0 59'57" W ................. a f t A3 Manual Drai B1 . � s 0 Manual main ] B CONTROLLER � Y r PROPOSED STRUCTURE LAWN a I T Sleeve 2" Sleeve J. P AR14 M I WALKWAY I A 7W4 1 r- I- point Of Connection' — i' PARKIW -, z kcompaco - s Roc ery 2" Sleeve JAW. ,d t j � T f 1 f PROPOSED DRIVEWAY 1 I / ,r IRRIGATION PLAN ,• l i i I r J s r T T T 3 /A to 2" Sleeve 1.25" MainLine aIII WALKWAY LAWN WZA Manual Drain T . PROPOSED DRIVEWA PROPERTY L /III\ t B3 V r f J Manual Dr� GARBAGE/ RECYCLING PARKIWs z �m U R e l ;5 �4>rC,4 . COY cc ?ummu CEC 0 CENTER sp Beers Withingt ply r` A �� V i Mum .• H U-) � o QD C* N ry, J O F— O H � U cli M M 0 P1 Ro I A. 1Alaldodc 6�tion Consultant P.O. Box 64271 Urw'mers�Plaoe, WA 98464 253-460-7672 Irrigation Plan ISSUE DATE: 10.3.05 Approved by: LW Drawn by: AC SHEET: 3 a -..a4A0 MR 1 1807E Aloha SL Searle. Wa. 98112 ph 206.322.3884 B3 V r f J Manual Dr� GARBAGE/ RECYCLING PARKIWs z �m U R e l ;5 �4>rC,4 . COY cc ?ummu CEC 0 CENTER sp Beers Withingt ply r` A �� V i Mum .• H U-) � o QD C* N ry, J O F— O H � U cli M M 0 P1 Ro I A. 1Alaldodc 6�tion Consultant P.O. Box 64271 Urw'mers�Plaoe, WA 98464 253-460-7672 Irrigation Plan ISSUE DATE: 10.3.05 Approved by: LW Drawn by: AC SHEET: 3 a -..a4A0 MR 1 1807E Aloha SL Searle. Wa. 98112 ph 206.322.3884 r x:66 - qa*. T rV . WMAQ picas buoLro- Backflow Assembly Detail 41 ' ova laic Z9'6,RAV�L Manual Drain Valve Detail • .. • . 4 �"Jm mw rM i W+bx, "a —4 C UrL* pv& ".W WI>. L"09 IxUtSl C f Xr1V►i1-f1 1 Mtr• Point Of Connection Detail qk /U94401ko V ALWO GfM MOM."" aR.x.N. e-vww GTojr, Tyr. Remote- Control Valve Detail Rouinment Legend C TA IuMorr -VIM, al��trrto - 1 00 • e" Mt pry • 15' Pfd LXf - Ur q9PA qW SPW HIS.# -r- yap le . .12.0 p 11.5 1 4 W . IvU 5 :ti.to LAMI P47 vlL. • l ��-,� 5H}zU� Y • 8•u T 14,1 �. 4� 0 ` •� . 4 c - 79 T 4 X I4 I.20 • AbV • ?.o . gvw *0 tot wD V • 1. b4 WATT NW56 15Nw VAL-! aso • I.00 -( Iwo MU13L.E. C4i0z1C. *%-1U1' 1Lb• O.Igp A 6 "Af trJt4 MAhII.PL G"t4 VAiNIV- ?0.7D • 0.10 M RAI 14 W-V ijUM 4GWWTI VAIN5, 1W11'9a C #fN rco , 1_X • qa MLJ M b�r� • I.�� � �ta� � Gr�► 195101 # jC2�"XI et7x Yv/ ur> 1 � f IG • �I�X 10� Gt�1.ti�OL vats Ma�tUAL W/W c,�H.� -n _._.....w �xt��r•w�r� p�rG Mc�1>J t�t�, �1I7 -�� hH�r�wt.! 6l..• 200 �N•� _--= : ail- �- �I*�!. + i , ul= b1 bUFLY &VIrM. vAF-r urt WHIM M WMVVJ, IZ� 1=f�lz. SK - �JO �S A�g. NOW Valve Schedule PrniPefi Nnte.c: CON - ro Automatic Controller Detail Wail- 1. Irrigation engineering plan based on 5/8" x 3/4" water meter with 82.0 tbs. psi static water pressure, installer to verify prior to installation. 2. All equipment to be installed per State Codes and the City of Tukwila specifications. Installer to be responsible for required permits. 3. All underground utilities will be located prior to any site excavation. Call 1 -800- 424 -5555. 4. The installer shall be responsible for keeping the exact installation records for the creation of the "As- built" drawing. S. Provide 18" minimum cover for the main line and wiring and 12" for all lateral piping. 6. Rock tree materials shall be used to backfill all trenches and the bedding of piping. All piping shall be compacted, 85% density for landscaping, 95% for sleeving. T. Splice's of control wires shall be within valve boxes only, using 3l1 -DBY electrical- splice kits. Provide a 24" expansion loop for all wiring inside each valve box. All spare yellow wires shall be visible inside each control valve box. Do not splice the signal wire between the controller ac valves. S. All valve boxes shall be square and flush with the finisb grade. 9. From A controller draw two spare yellow wires, to valve box Al. From 8 controller draw to boxes 81, 82 do 04. 10. Install manual drains at low points on main line, with all locations recorded on As -Built Plan. 11. All equipment to be installed as per details and installation specifications. t f • lZoyaf�A. Wa tart . P.O. Box 64271 - lJni M'i Place, WA 98464 253 -460 -7672 v �i CO 0 t Beers Withington � • I lk r • •' o W Y H D O CN 00 F =11111 I Z> U (6 M M Irrigation Details ISSUE DATE: 10.3.05 Approved by: LW Drawn by: AC SHEET: s 4 'Ai t1ECE. "�O 0i TY �T =!fLiiLA GEL 0 7 206 PERMT CF.YTEPI 1907 E. Aloha SI. Seams. Wa 98112 ph 208.322.3884 A4 Y wof!. 11.5 4 5 :ti.to LAMI P47 vlL. • l ��-,� 5H}zU� Y *2 14,1 PrniPefi Nnte.c: CON - ro Automatic Controller Detail Wail- 1. Irrigation engineering plan based on 5/8" x 3/4" water meter with 82.0 tbs. psi static water pressure, installer to verify prior to installation. 2. All equipment to be installed per State Codes and the City of Tukwila specifications. Installer to be responsible for required permits. 3. All underground utilities will be located prior to any site excavation. Call 1 -800- 424 -5555. 4. The installer shall be responsible for keeping the exact installation records for the creation of the "As- built" drawing. S. Provide 18" minimum cover for the main line and wiring and 12" for all lateral piping. 6. Rock tree materials shall be used to backfill all trenches and the bedding of piping. All piping shall be compacted, 85% density for landscaping, 95% for sleeving. T. Splice's of control wires shall be within valve boxes only, using 3l1 -DBY electrical- splice kits. Provide a 24" expansion loop for all wiring inside each valve box. All spare yellow wires shall be visible inside each control valve box. Do not splice the signal wire between the controller ac valves. S. All valve boxes shall be square and flush with the finisb grade. 9. From A controller draw two spare yellow wires, to valve box Al. From 8 controller draw to boxes 81, 82 do 04. 10. Install manual drains at low points on main line, with all locations recorded on As -Built Plan. 11. All equipment to be installed as per details and installation specifications. t f • lZoyaf�A. Wa tart . P.O. Box 64271 - lJni M'i Place, WA 98464 253 -460 -7672 v �i CO 0 t Beers Withington � • I lk r • •' o W Y H D O CN 00 F =11111 I Z> U (6 M M Irrigation Details ISSUE DATE: 10.3.05 Approved by: LW Drawn by: AC SHEET: s 4 'Ai t1ECE. "�O 0i TY �T =!fLiiLA GEL 0 7 206 PERMT CF.YTEPI 1907 E. Aloha SI. Seams. Wa 98112 ph 208.322.3884