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Permit D07-105 - CABIAO RESIDENCE - ADULT FAMILY HOME
CABIAO ADULT FAMILY HOME 15854 42ND AVE S D07=1 05 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • ' Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT IO IDI Parcel No: 8108600582 Address: 15854 42ND AVE S Project Name: CABIAO ADULT FAMILY HOME Permit Number: D07-105 Issue Date: 4/11/2008 Permit Expires On: 4/30/2019 Owner: Name: BOUNKEVA KATHERINE Address: BOUNKEVA PHOUMY B 13735 B CORLISS AVE, SEATTLE, WA, 98133 Contact Person: Name: LEONARD F CABIAO Phone: (425) 227-6303 Address: 19010 112 PL SE, RENTON, WA, 98055 Contractor: Name: OWNER AFFIDAVIT ON FILE Phone: Address: License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCTION OF 4319 SF SFR WITH 546 SF ATTACHED GARAGE AND 625 SF OF DECKING. Project on VALLEY VUE SEWER and HIGHLINE WATER DISTRICT. Public Works activities include ACCESS DRIVEWAY, EROSION CONTROL, STORM DRAINAGE, LAND ALTERING, EROSION CONTROL & STREET USE (tree removal, sign relocation) Opened CE17-0396 for "Grading Permit Required" for bringing fill onto the property (north property line), spreading gravel over the entire side yard and to the rear of the house, and "Building Permit Required" for building of a retaining wall (north property line. REV #2 AFTER PERMIT ISSUED COVERS EROSION CONTROL/REGRADING TO 3:1 SLOPE IN LIEU OF A RETAING WALL ALONG N PROPERTY LINE. Project Valuation: $451,240.97 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $6,866.78 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2017 International Residential Code Edition: 2015 WA Cities Electrical Code: 2017 International Mechanical Code Edition: 2015 WAC 296-46B: 2017 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Channelization/Striping: 0 Curb Cut/Access/Sidewalk: 0 Fire Loop Hydrant: 0 Flood Control Zone: Hauling/Oversize Load: 0 Land Altering: Volumes: Cut: 360 Fill: 280 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: PRIVATE Storm Drainage: 0 Street Use: Water Main Extension: PRIVATE Water Meter: Yes Permit Center Authorized Signature: VC Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatur�- Ce: Date:P This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 2: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 3: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 4: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 5: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 6: The applicant must notify the City Project Inspector at (206)433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 7: Contractor shall notify Public Works Project Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 8: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 9: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your work zone. (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 10: Any material spilled onto any street shall be cleaned up immediately. 11: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 12: 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. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 16: Proposed building needs to be sprinklered for fire protection therefore a larger WM shall be installed together with a backflow devise. Reduced Pressure Principle Assembly (RPPA). RPPA shall be a Washington State Department of Health approved devise. WM permit and WM installation shall be coordinated with Highline Water District. 17: Sanitary sewer installation requires a sewer reconnect permit from Valley View Sewer District @ (206)242- 3236. 18: Tukwila inspection of the water service line is required, since WD #125 does not inspect downstream of the Water Meter. 19: Street sign/traffic sign relocation shall be coordinated with Tukwila Street Department. 20: Per TUKWILA UNDERGROUNDING ORDINANCE all utilities shall be placed underground. 21: 'BUILDING DEPARTMENT CONDITIONS' 22: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 23: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 24: 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. 25: 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. 26: 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. 27: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 28: All wood to remain in placed concrete shall be treated wood. 29: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 30: 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. 31: Manufacturers installation instructions shall be available on the job site at the time of inspection. 32: 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. 33: 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. 34: 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. 35: 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. 36: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 39: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: ***FIRE DEPARTMENT CONDITIONS*** 41: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 42: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 43: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 44: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 45: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 46: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 47: 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) 48: 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) 49: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 50: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 51: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 52: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I" and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as -part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 53: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 54: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 55: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 56: U.L. central station supervision is required. (City Ordinance #2327) 57: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 58: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2327) 59: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2327) 60: All exterior components of sprinkler systems should be painted SAFETY RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2327) 61: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 62: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13-6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 63: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2327) 64: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 65: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3-inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 66: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 67: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 68: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 69: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2328) 70: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2328) 71: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 72: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-5.5.2.1) 73: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 74: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2328) 75: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 76: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 77: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 78: Maximum grade for all projects is 15%. 79: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 80: Landscaping plan approved as part of L09-015 shall be revised to adjust to the regrading. Landscaping inspection is required prior to building final inspection. 81: rev. #2 after permit issuedContractor shall call Public Works @ 206 433-0179 minimum 48 hours in advance of any grading activity to schedule a grading/erosion control pre -construction meeting with Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0201 FOOTING 0202 FOOTING DRAINS 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0200 FOUNDATION WALL 0409 FRAMING 0409 FRAMING 0606 GLAZING 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 1500 PLANNING FINAL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4000 SI-CONCRETE CONST 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION Ea 60 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR 0413 WALL SHEATHING/SHEAR City# f Tukwila o y Department of Community Development 6300 Southcenter Boulevard, Suite #100 �l 2 Tukwila, Washington 98188 ti Phone: 206-431-3670 1908 � Fax: 206-431-3665 7908 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 8108600582 Permit Number: D07-105 Address: 15854 42 AV S TUKW Issue Date: 04/11/2008 Suite No: Permit Expires On: 10/08/2008 Tenant: Name: CABIAO ADULT FAMILY HOME Address: 15854 42 AV S , TUKWILA WA Owner: Name: BOUNKEVA KATHERINE Address: BOUNKEVA PHOUMY B , 13735 B CORLISS AVE 98133 Phone: Contact Person: Name: LEONARD F CABIAO Address: 19010 112 PL SE, RENTON WA 98055 Phone: 425 227-6303 Contractor: Name: OWNER AFFIDAVIT - LEONARD F CABIAO Address: , Phone: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 4319 SF SFR WITH 546 SF ATTACHED GARAGE AND 625 SF OF DECKING. Project on VALLEY VUE SEWER and HIGHLINE WATER DISTRICT. Public Works activities include ACCESS DRIVEWAY, EROSION CONTROL, STORM DRAINAGE, LAQND ALTERING, EROSION CONTRO & STREET USE (tree removal, sign relocation) Value of Construction: $443,540.97 Fees Collected: $6,738.91 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 **continued on next page** doc: IBC-10/06 D07-105 Printed: 04-11-2008 City &._ Tukwila or '`i2 Department of ommunity Development G) 6300 Southcenter Boulevard, Suite #100 W= Tukwila, Washington 98188 Phone: 206-431-3670 """' Fax: 206-431-3665 7908 Web site: http://www. ci. tukwila. wa. us Permit Number: D07-105 Issue Date: 04/11/2008 Permit Expires On: 10/08/2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 360 c.y. Fill 280 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Y Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: UC Date: Q q I, �� t I hereby certify that I have read and lx,* d thispermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be comphehether 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*othe performance of work. I am authorized to sign and obtain this development permit. nn ,,.,, Q� Signatur `� Date: ��"0 " Print Name: (Z-�ZW`1 "1? This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10/06 D07-105 Printed: 04-11-2008 �J�1t1ILA, SIP w I r Ur ILIA VV I LA c i Community Developmei 'epartment Public Works Departmen► " a Permit Center tsaa 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Building Permit No. _ Mechanical 1 ,.,nit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. ___ use on 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 Address: IS4 s4 401v` CnitP.Nnmhrr• Flnnr- Tenant Name: _ . - )9 MDNE : //.''-r- =7-zo'3" New Tenant: .... Yes 7 ..No Property Owners Name: l &VAJAR F_ C473 /41() Mailing Address: l c�/a �/a p� SiC A'5:147c-'-1 WA gPP67; ` City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: e" 1-f• �it'o41V r1 Day Telephone: 2 SS3 -- G7d - S5a3 Mailing Address: /22 77 SG -91140 Of. '4&A04 11rW WA 98197 ��lC/9sE FOiQwA"le� �i�%/e/—�•� �D/J f7�/!/C� City State Zip E-Mail Address: y'O 01-VAd�A i�BGdV . Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: A'E� M. o0a-424LAVC0 A�llTECT State Zip Mailing Address: /2-Z77 S,6 0// Ta' 4?84192 City State Zip Contact Person: '4946rAd M. Ae;4A/44 Day Telephone: 2 53 - G?O- SSa3 E-Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: /�/'�R��� LNG/sVF..�'.QtNG !/VC. Mailing Address: 1¢a1¢ A10 5A1,M43.,Y CR�iE� AUE.� J641VC42V(ACA 'WA 9'84z6G City State Zip Contact Person: .1011 i! AV • AvA C1C1iV Day Telephone: 34a -- aV 4 - $3 7$ E-Mail Address: Fax Number: 3G G - G 9¢ - 4.37G Q:Wpplications\Forms-Applications On Linel3-2006 - Permit Application.doc Revised: 9.2006 Page i of 6 bh 1 Valuation of Project (contractor's bid pr' $ ¢SQL 000 . Existing ding Valuation: $ + Scope of Work (please provide detailed information): 44A15Ti2VGi Z STa.Zt' ,Q'4CS14g4iF {C1 Fd0C- /0!/G?' OfYC1f,OWC /'4F.We !►Z 4Atl - 06Ma41SAI l9,i %7t SrXZ1CJ"Uee. Will there be new rack storage? ❑.... Yes �No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS Floor 2642. Z Y-A /2-3 2" Floor 1427 v-g A-2 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck SJQ Y-B !z -2 Uncovered Deck J J $ V� 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) 323-Y *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one ofthe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: S Compact: Handicap: Will there be a change -in use? ❑....... Yes &....... No If "yes", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ..1 ❑ ....... Sprinklers ❑....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) 4014 ew 404M G7 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes [a�..No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Forms-Applications On Line43-2006 - Permit Application.doc Revised: 9-2006 Page 2 of 6 bh I rutsLl� wuxta rtclvlill INrUx1v1A`II1V—ZU6`=433-U17s Scope of Work (please provide detailed tn;`ormation): Call before you Dig: 1-800-424-5555 Please refer.to Public Works Bulle,f n #1 for fees and estimate sheet. Water District �/ ❑ ...Tukwila ❑... Water District #125 D?-. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila &IZValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Sub1pitted with Application mark boxes which apply): [RO.".Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) [KGeotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance 10 .Construction/Excavation/Fill - Right-of-way Non Right-of-way ✓ ©!.Total Cut 34; 0 cubic yards ❑ .. Work in Flood Zone [yj ..Total Fill 260 cubic yards ❑ .. Storm Drainage ❑ ... Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities [v]�. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑...Deduct Water Meter Size " ❑ ... Sewer Main Extension ............ Public Private ❑ ...Water Main Extension.............Public _ Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip �z. wppnwnunswuo s-nppncactons un Lmeu-two - rermtt nppueatton.aoc Revised: 9-2006 Page 3 of 6 bh Contact Person: E-Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... Fuel Type: Electric ..... Gas ....❑ Replacement .... ❑ Replacement .... El Other: Indicate type of mechanical work being installed and the quantity below: City State Zip Day Telephone: Fax Number: Expiration Date: Unit TYpe; ,: ;'Qty „Uri>It Type Qty ;'. Unit;Type..r .. Qty _ ;Boiler/Compressor , Qh ' Furnace<100K BTU Air Handling Unit >10,000 Fire Damper 0-3 HP/100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15-30 HP/1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Emergency. 50+ HP/1,750,000 BTU Generator Repair or Addition to Incinerator - Domestic Other Mechanical Heat/Refrig/Cooling Equipment System Air Handling Unit Incinerator — Comm/Ind <10,000 CFM Q:Wpplications\Forms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 Page 4 of 6 bh KLV1vi"111V tu11l %xi-VO r1r11\l3 rVLXSUV111 11NrVMV1A11VA—LUb-431-3b/U PLUMBING AND GAS PIPING CON l<.:ACTOR INFORMATION Company Name: Mailing Address Contact Person: E-Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $_ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information):_ Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: City State Zip Day Telephone: Fax Number: Expiration Date: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: . I.. I Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination Drinking fountain or water Wash fountain Gas piping outlets bath/shower cooler (per head) Bidet Food -waste grinder, Receptor, indirect commercial waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor I Shower, single head trap Urinals Dishwasher, domestic, Lavatory Water Closet with independent drain Building sewer or trailer Rain water system — per Water heater and/or Additional medical gas park sewer drain (inside building) vent inlets/outlets — six or more Industrial waste Repair or alteration of water Repair or alteration Medical gas piping system pretreatment interceptor, piping and/or water treating of drainage or vent serving one to five including its trap and vent, equipment piping inlets/outlets for specific gas except for kitchen type grease interceptors Q:Wpplications\Foms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 Page 5 of 6 bh 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 OWNER OR AUTHORI77VD AGENT: Print Name: !i-�� � �I F a-4 / A Mailing Address: / q b/ a / l o,�-ff� pi Date: oW Rdv to Day Telephone:: % State I Zip Date Application Accepted: Date Application Expires: Staff Initials: a Q:WpplicationsXForms-Applications On Line\3-2006 -Permit Application.doc Revised: 9-2006 Page 6 of 6 bh DESCRIPTIONS PermitTRAK PAID $72.10 D07-105 Address: 15854 42ND AVE S Apn: 8108600582 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R17513 R000.345.830.00.00 1.00 $70.00 1 Date Paid: Monday, April 29, 2019 Paid By: LEONARD F CABIAO Pay Method: CREDIT CARD 05144G Printed: Monday, April 29, 2019 11:05 AM 1 of 1 ( � _.._ SYSTEMS DESCRIPTIONS• PermitTRAK QUANTITY PAID $69.87 D07-105 Address: 15854 42ND AVE 5 Apn: 8108600582 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL.14 R000.345.830.00.00 1.00 $67.83 .• .87 Date Paid: Friday, October 12, 2018 Paid By: LEONARD F CABIAO Pay Method: CREDIT CARD 22193K Printed: Friday, October 12, 2018 10:24 AM 1 of 1 r?'?Fff SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 04/29/2019 11:05:04 AM CREDIT CARD SALE VISA CARD NUMBER: **********4289 K TRAN AMOUNT: $72.10 APPROVAL CD: 05144G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 04/29/2019 11:05:04 AM CREDIT CARD SALE VISA CARD NUMBER: **********4289 TRAN AMOUNT: $72.10 APPROVAL CD: 05144G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/12/2018 10:23:40 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2197 K TRAN AMOUNT: $69.87 APPROVAL CD: 22193K RECORD #: 000 CLERK ID: Rachelle X (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy httns://classic.convereeDay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 10/ 12/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 10:23:40 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2197 K TRAN AMOUNT: $69.87 APPROVAL CD: 22193K RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https:Hclassic.convergepay.comNirtualMerchantltransaction.do?dispatchMethod=printTr... 10/ 12/2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #]00 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-36 65 Web site: hM2://www.TukwilaWA.,vov RECEIPT Parcel No.: 8108600582 Permit Number: D07-105 Address: 15854 42 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/26/2007 Applicant: CABIAO ADULT FAMILY HOME Issue Date: 04/11/2008 Receipt No.: R12-02183 Initials: WER User ID: 1655 Payee: LEONARD CABIAO TRANSACTION LIST: Type Method Descriptio Amount ---------- ----------- ---------- ------------ Payment Check 9683 58.00 Authorization No. Payment Amount: $58.00 Payment Date: 07/23/2012 02:02 PM Balance: $0.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------------------------------------------ PLAN CHECK - RES 000.345.830 58.00 Total: $58.00 doc: Recebt-06 Printed: 07-23-2012 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 uai ? O Tukwila, Washington 98188 "9 Phone: 206-431-3670 i08o8 Fax: 206-431-3665 Web site: http://Www.ci.tukwila.wa.us RECEIPT Parcel No.: 8108600582 Permit Number: D07-105 Address: 15854 42 AV S TUKW Status: APPROVED Suite No: Applied Date: 03/26/2007 Applicant: CABIAO ADULT FAMILY HOME Issue Date: Receipt No.: R08-01148 Payment Amount: $3,961.34 Initials: JEM Payment Date: 04/11/2008 01:10 PM User ID: 1165 Balance: $0.00 Payee: LEONARD F CABIAO TRANSACTION LIST: Type Method Descriptio Amount ---------- ----------- ---------- ------------ Payment Check 8592 3,961.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts ---------------------------------------------------------- BUILDING - RES 000/322.100 3,619.34 PW LAND ALT PERMIT FEE 000/342.400 89.50 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PERMIT/INSPECTION FEE 000/342.400 193.00 PW PLAN REVIEW 000/345.830 18.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: $3,961.34 doc: Receiot-06 Printed: 04-11-2008 City o Tukwila o / y Department of Community Development ` 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 f908 8 Fax: 206-431-3665 Web site: http.•//www. ci. tukM1a. wa. us RECEIPT NO: R07-00433 Initials: JEM User ID: 1165 Payee: CORAZON C FRANCO SET ID: S000000709 SET TRANSACTIONS: SET RECEIPT Payment Date: 03/26/2007 Total Payment: 469.45 SET NAME: Tmp set/Initialized Activities Set Member Amount ---------------------- D07-104 89.56 ,D07-105 379.89 TOTAL: 469.45 TRANSACTION LIST: Type Method Description Amount --------------------------------------------------------- Payment Check 4075 469.45 TOTAL: 469.45 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 89.56 PW BASE APPLICATION FEE 000/322.100 204.89 PW PLAN REVIEW 000/345.830 175.00 TOTAL: 469.45 Dnr.- RECSETS-06 x. IUI, ... City of Tukwila o; y Department of Community Development 6300 Southcenter Boulevard, Suite #100 W f 0 Tukwila, Washington 98188 Phone: 206-431-3670 1908~ Fax: 206-431-3665 Web site: http://Www.ei.tukwila.wa.us RECEIPT Parcel No.: 8108600582 Permit Number: D07-105 Address: 15854 42 AV S TUKW Status: PENDING Suite No: Applied Date: 03/26/2007 Applicant: CABIAO RESIDENCE Issue Date: Receipt No.: R07-00432 Payment Amount: $2,397.68 Initials: JEM Payment Date: 03/26/2007 12:05 PM User ID: 1165 Balance: $4,305.23 Payee: LEONARD F. CABIAO TRANSACTION LIST: Type Method Description Amount --------------------------------------------------------- Payment Check 8194 2,397.68 ACCOUNT ITEM LIST: Description Account Code Current Pmts ---------------------------------------------------------- PLAN CHECK - RES 000/345.830 2,352.57 PW BASE APPLICATION FEE 000/322.100 45.11 Total: $2,397.68 dor.• Raraint-06 Printp.d- oi-9fi-gnn7 INSPECTION RECORD Retain a copy with permit! INSPECTION NO. l®S PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 0 Permit Inspection Request Line (206) 438-9350 Project: /� 1. 13 i A Type of Inspection: -0-j(Lb,!`�` JMu4'i- Address: Date Called: Special Instructions: Date Wanted: a.m. o V�/ /p nV ✓ Requester: Phone No: ?.CXP S-T( S2-11 F�fAppr4edapplicable codes. 11 Corrections required prior to approval. is 1 aG REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)b 1 ^ ©g INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: 6? Ty. Insp cti no V�\ �� \ �f Address: i S Date Called: Special Instructions: Date Wanted:a.m. 6 — 7` p.m. Requester: Phone No: JJ % �S�— Approved per applicable codes. (E] Corrections required prior to approval. M REINSPECTIONTEE REQUIRED. Priorto next inspection. fee must be paid at 6300 Southcenter Blvd.. S ' 100. Call to schedule reinspection. 7- o 15 INSPECTION NO. INSPECTION RECORD Retain a copy with permit I bcq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: A 1 o 61 - ec;vi Address: Date Called: LNO &S- Special Instructions: Date Wanted: a.m. - Requester: l LAN �2� Phone No: Approved per applicable codes. Corrections required prior to approval. ''d INSPECTION RECORD Retain a copy with permit DO --10S INSPECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje Ul'a &-dence- Type of Inspection: A Address: /- .5�� { S Date Called: Special Instructions: Date Wanted:/ a.m. let. /O l r! dS P• Requester: Phone No: /Approved per applicable codes. LJ Corrections required prior to approval. ✓. T Inspector: Date: <—alarm-ice ( 2 4,o Its REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit 105 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ,✓ Y5%'2 ❑ Approved per applicable codes. v Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Do !"/© 5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: j 5-�/ 5 q y /fve S Date Called: Special Instructions: Date Wanted: C/ a Requester: Phone No: Approved per applicable codes. �. Corrections required prior to approval. COMMENTS: "16 r' Date: l l iaJI 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1�)0-7-�©.� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project (�' C�IGtC� iI�StG�P�'lC•e Type of Inspection: Address: 15 9,5y ya Date Called: Special Instructions: Date Wanted/ 1 (0 Itsp.m. Requester: Phone No: ❑ Approved per applicable codes. El Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D0 %- /005 INSPECTION NO.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of InspectiQ Address: 1 51,91� �S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. El/corrections required prior to approval. ENTS: .t 6 Ins pec or: Date: I � 1 U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ 1 57 b Retain a copy with permit �b7 INSPECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: C' -flt 0 f�Dtl Q-T tNltz 6 !"N Cr- / /WfJLATTG Ai Address: tJga�5r �'✓7U%�tf� �) Date Called: Special Instructions: Date Wanted: ^ / a.m. p.m. Requester: L€o"A. Ii Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit POD, 10� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: p -�-• C' imB /)Ih-f 6will-Y Type of Inspe tion: I yp 466Nt ,p Address:_ A Date Called: Special Instructions: Date Wanted: a.m. /z,o 30r l7 p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 Project: 2 Ids a r Type Type of Inspection: 2 �ili� Address: Date Called: Special Instructions: Date Wante a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: pate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 7 Retain a copy with permit b07_ lU INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 . Permit Inspection Request Line (206) 438-9350 Project: o)14 CAR W A �/� Type of Inspection: I Address: dd 04b Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD W-7 /0 F Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: CAL0a 00 Uvoo' IL`% -a9C/i✓J % Type of pection: JAQ& Address: Date Called: Special Instructions: Date Wante �:y a.m. t/ %-% Request Phone No: z Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit lbo-7 f� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: PAWI zq Type of Inspection: CAi3id D-v f O J =' -VZ4)4& I s Address: Date Called: Special Instructions: Date Wanted a.m. Requester: Jul—r- 4/DYQ 1 kT>i#Ri09 OK 7t© kb7—&MPLE M Phone No: Approved per applicable codes.Corrections required prior to approval. rA Inspector: Date: % r17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J1 � INSPECTION RECORD Retain a copy with permit INSPECTION NO. t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: C 1i sr Type of Inspection: 4-1/3 6a !l �4,,, . Address: Date Called: J Special Instructions: Date Wanted:. a-4m- Requester: Phone No: oL7 t� Sze .R Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: '> i w ? f L___1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD / Retain a copy with permit" 1 b5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Protect: 4%BIA& 164.F H. Type of Inspection: (b�)A iI sstrri_l IIINJ AdI r�P,� H Date Called: Special Instructions: G92-j X 7�� Rate Wanted: a,m. ILI Op Pho�nefNo: t �(�" t 11 Approved per applicable cods. Corrections required prior to approval. 2 COMMENTS: l low. _ > o �./ ' U paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. r INSPECTION RECORD Retain a copy with permit - IQ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: ..� Phone No: Approved per applicable codes. El Corrections required prior to approval. '—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �mspect � I REINSPECTION FEE REGUIR91). Prior to next in; paid at 6300 Southcenter Bivd., Suite 100. Call to 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 Permit Inspection Request Line (206) 431-2451 Project: t , _ O A bLi f( Type of Inspection: i 1 R 14 f Address: ^ Date Called: Special Instructions: Date Wanted: fja.m. p.m. !* Requester' Phone No: u (, 11 Approved per applicable codes. 12 Corrections required prior to approval. J COMWNTS: Q Z ,�+ � fo 1 /-440 -O 1.* //rid 17 s REINSPECTION FEE REQUIRED. Prior to next,ii1spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt''to schedule reinspection. INSPECTi^ N ���* ^ Ft�� � Retain a copy w�� ��nn/t INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300SouthcenterB|vd #1OO Tukwila. VV�9D18O , ' . Permit Inspection Request Line <J8Q431'24S1 (2O6)4]1 3670 ' Project: Type of Inspection: 15 Special Instructions: Date Wanted: Phone No: I Ipaid at63OOSmuthcerder6ta,Suite 1DO. Cali hos. eduiereinspection. INSPECTION RECORD Retain a copy with permit.E I INSPECTION N0. P RMJT 00. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 } (206) 431-3fr Permit Inspection Reg est (206) 431-2451 Project: �, p o ns t UI IT a Ad -dress: Date Called: Special In n ate Wa t, A6V— t4Q'd k Requester. 61C >riMolieN Approved per applicable c Corrections requ re appro�ral. COMMENTS: rT t r AAA A 6 c.^ A . . "dJ `- f'`r 74 f (' Insp or: JDate: fA REINSPECTION E GU! Prior to next inspection.. s paid at 6300 Southcenter Blvd- uite 100. Catt to .s et3ufp INSPECTION RECORD Retain a copy with permitID J I Q INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ,. J ✓ ! _ ( l Type of Inspection: ✓ i Address: rw Date Called: Special Instructions: Date Wanted / . a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r� f - /s la s .. ,j Y-fA./ 4 i ,pl� �` r Inspector: Date: U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,.O.9 1 (0 1 INSPECTION RECORD Retain a copy with permit ItO'-103— INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4(2� (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: / �G� �f Type of Inspection: _ y1 2 j�+c�i���vvl. f U /U a uv� -%OAO l Gri�•r� Address: Date Called: / 5- s r 5 `/ Special Instructions: Date Wanted:. a.m. /— S O—/2 Requester: Phone No: 2 0 G — -2 Approved per applicable codes. Corrections required prior to approval. COMMENTS:11AJ4 ,� �r A? a � / /? & �I r / 'e /CP .� ,~ 4 ., cam - 'Al hr'Y Inspector: U ) ftw w n� luate: / � a`� I ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit bo I IN PECTION NO. PERMIT 0, CITY OIr TUKWILA BUILDING DIVI'VON 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 jec : t A.t3 Type o Inspection: dr ^� Date Called: Special Instructions: Date Wanted: equ ter: t R on"o: '"c� c� 6 Project: 6toVj i�n�specti , ... Ad t , d res�s: ' Date Called:,�ecial rI Instructions: Date Wanteda. p.m. Requester: { Phone No: ` �Appmved per applicable codes. Corrections required prior to approval millf.-I-ITIM w* `-"' paid of 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ".... it u "fug_ �., Retain a Gopy Mt permit INSPECTION NO. PERMIT NO. CITY OF TUKWiLA l UtLQ NG RIVISION 6300 Southcenter Blvd., #100' Tukwila: WA 9 186 (#0) 431-3570 Permit Inspettion'Request Line (206) 431-2451, Project: a nspect ors A, VJH ddre Date Called: edal instructions: Date Wante a.m. equester. F]Approved per applicable codes. orrections required prior to approval. ZP COMMENTS, n s I• f C J A _ F tAJ � �P le, tS 4-f- !pyr. Insp or; Date: 3' 1 7 -- f l REINSPECTION FEE REQUIRE . Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection. at el INSPECTION RECORD' Retain a copy with permit,`��7" INSPECTION NO. _Pf WIT NO. CITY OF TUKWILA BUILDING DIVISION `M 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670*� Permit Inspection Request Line (206) 431-2451 - __ Project: 1 A (a LIcl FM4 Type of Inspection: :u Address: 159 �y `12 Iq S Datd Called: Special Instructions: Date Wanted, �� rm: Requester: Phone No: -4 /% ` 522� ❑ Approved per applicable codes. El Corrections required prior to approval.A' u COMMENTS: j''` S /�J U 1 M ri tA �I ( r\ G_ C . r Pi( -� A_4 A I 0A 1 Ir (_ 1 t Ilnspect (Y: t 4 j1� (Date: n 4 _( O REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I tit 1W I �sc INSPECTION RECORD Retain a copy with permit I 'DO-7 - 10 5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: r u- Oom Type of Inspection: r _ / r _ C' Address: G/ v� r Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 512o k j roe, Ira c- or- Q Ft� �.li,,114 ,r Inspector: 1% 1 C5 2 � Date: 45 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 100 ri INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Project: L * 1 A 0 Ao� !.rt' A M Ebh Type of Inspection: A PI e I or s.-1_)F JA o Address: _ �jr� n 15 Date Called: Special Instructions: /� 03 1,33 `# ��� �{ J T �F og —3.4 f eSO�VP� `Kce IekD✓A-( ! Date Wanted: Requester: Phone + © i ®7Alppro�r applicable codes. Corrections required prior to approval. COMMENTS: X 0 (Ali 2. J'. S /i ,� h)� �ldt r c�f Its e. A1lT f 7Yc P rPv4d vet , Sf�✓f 2.s 2 s•�J r Inspector: Date: ten," V" t-' $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: t1111- INSPECTION RECORD Retain a copy with permit 1 %r 0 ._--- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: LI�7 F 1,14 Type of Inspection:, Address: Suite #: S ?iArya S Contact Person: Special Instructions: Phone No.: Fper applicable codes. Corrections required prior to approval. COMMENTS: 4p to el G✓ �-- z w <<S Needs Shift Inspection: -4 , s Sprinklers: Fire Alarm: /1., 0 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: l! Inspector: Date: %lql % 1Hrs.: . d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION REWK r: .. Retain a copy v�ith p6rmit D< PERMIT NUMBERS Y CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project;'q_dL. 4_ Type of Inspection* ( Address: r7 V� Suite #:j 42�Special Contact Person: Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ✓ Gc +� ( M iv-t O - L/ 4--Z� f7pl7-06 - 5� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4s-'Xj I Date: 5 /(6 1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14- T.F.D. Forrw_jp,3. 13 MV EL- .89-5F MV EL I , N o 0 C, N A' E CB Rw E1-598.]' EL-395.9 -1'9W My EL-394.97-12 NW M EL-+ 22 § S89 39 42'T 134.44 S89-39'42"E S 160TH ST !n ciS�= 2 3 sQ Ty'�q k N89'34'56"W 134.43' - FJOSIIFiG T � ` t� , ODE C%dwi L{AN E APPROVED APR 2 5 2019 G P City of Tukwila ILDING DIVISI N CORRE �iION LTR# 1S1U:N NO' L Ct 'Y OF 1 Uhl IL A APR 112019 PERMIT CENTER 11.As fice M Noshingt tied to < —trd I 12 Roy 13. Retal. ACLTSS 1 CON A11 reQU6C 1e W "I: 2 P prior h 1. WW1 h. tl Froject Engineer: Mounir Touma rciec, i-e.: Kentacres `yes dbtrrcicabaio.stm Touma Enaineers Storm CAD v1.0 -2 FM Haestad Methods. inc. 37 Brookside Road Waterburv. CT D6708 (203) 755-1666 Paoe 1 of 1 Pipe Report Pipe pstrea Inlet Inlet NodeArea C(acres)P-1 nNod 1-1 0.51 0.65 inlet Total System )ischarge Length nstructe ectro CA CA Intensity (cfs) (ft) Slope Size acres)(acres) (in/hr) (ft/ft) 0.00 3.44 0.00 44.00 0.004091 12 +ri( 0.33 (cfs) Invert invert Ground Elevation Elevation Elevatior (ft) (ft) (ft) 0.024 1.23 394.90 394.72 395.97 Project Engineer: Mounir Touma Project Title: Cabaio Resident Touma Engineers StormCAD 0.0 c:\hydrocad\haestad\stmc\cabaio.stm Page e 1 of 1 04/01 /19 11 :57:07 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 s 399.50 399.00 398.50 398:00 397.50 397.00 396.50 396.00 395.50 395.00 394.50 Station ft Outlet: Outlet Rim: 399.39 Pipe:. P-1 ft Sump: 394.72 ft Up Invert: 394.97 ft Dn Invert: 394.72 ft Length: 44.00 ft Section Size: 12 inch Elevation ft Inlet: l-1 Rim: 398.77 ft Sump: 394.97 ft Project Engineer: Mounir Touma Project Titie: kentacres StorTnCAD 0.0 c:\hydrocad\haestad\stmc\cabaio.stm Touma Engineers Q4J02/19 05:25:24 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT Q6708 (203) 755-1666 Page 1 of 1 September 26, 2018 Leonard F. Cabiao 19010 112th Place SE Renton, WA 98055 Ph# 206-856-5211-Cell Minnie Dhaliwal City of Tukwila Dept of Community Developement 6300 South Center B1vd,Suit #100 RE: Revision of Landscaping 15854 42nd Av S Tukwila, Wa 98188 Dear Ms. Minnie Dhaliwal, -Dv-7-Ivs RECEIVED CITY OF TUKWILA SEP 2 6 2010 PERMIT CENTER This is in response to your email dated September 25, 2018. As I was at your office yesterday and discussed how exactly you wanted me to do about the landscaping plan and as you said you wanted me to tell you how many trees were already planted at the site. According to my Landscaper, this is what he planted so far: 5 Flowering 10 Shore pine 10 False cypress 5 douglas fir 5 Vine maple Thank you for your cooperation concerning this matter. Sincerely, CL ONA D F. CABIAO Page 1 9/26/2018 Gmail - D07-105 �''I Gmail D07-105 1 message leonard cabiao <u2menus9@gmail.com> Minnie Dhaliwal <Minnie.Dhaliwal@tukwilawa.gov> Tue, Sep 25, 2018 at 11:48 AM To: "u2menus9@gmail.com" <u2menus9@gmail.com> Cc: Rachelle Ripley<Rachelle.Ripley@tukwilawa.gov>, Joanna Spencer <Joanna.Spencer@tukwilawa.gov>, Allen Johannessen <AI.Johannessen@tukwilawa.gov> Hi Leonard, I was reviewing the revision that was submitted for a house located at 15854 42nd Ave S. The scope of the revision was primarily regrading the site. I wanted to let you know that there is a condition of approval that landscaping plan shall be adjusted to reflect the new grading. I will need to do an inspection for the landscaping as well. It appears that D18-0149 that was submitted for the retaining wall has a status of "comments out". I assume you are no longer building the retaining wall. If so, then you should contact the permit center and let them know that you want to withdraw D18-0149. Also, it was mentioned that the structure is no longer an adult family home. Instead it is a single family home. This is also something that you will need to correct with the permit center staff so it is accurately reflected in the city's permit system. Once all the reviewers complete their review of revision submitted (grading for D07-105) you will be notified by the permit center if any additional information is needed or if the permit is ready to be picked up. My email is just letting you know to resolve the status of retaining wall permit and confirm whether the structure is an adult family home or not. Let me know if you have any questions for me. Minnie Minnie Dhaliwal Planning SupervisorlCity of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 Ph. 206-431-3685 Minnie.Dhaliwal@TukwilaWA.gov The City of choice, the community of opportunity https://mai l.google.comlmail/u/0?ik=e6b 1 f714f8&view=pt&search=all&permthid=thread-f%3Al 6l 2606394953324762&simpl=msg-f%3Al 6l 260639495... 1 /2 9/26/2018 Gmail - D07-105 https:Hmail.google.com/mail/u/0?ik=e6b 1 f714f8&view=pt&search=all&permthid=thread-f%3Al6l2606394953324762&simpl=msg-f%3Al6l 260639495... 2/2 deciduous trees and 6-8 feet for conifers. The table and accompanying plan shows the approximate tree locations by species. Table of trees removed from slope with replacements required: DSH of existing tree removed Number of replacement trees required Number of trees removed (on slope) Total replacement trees 12 —18 inches 4 1 4 18 — 24 inches 6 3 18 >24 inches 8 7 56 Total replacements needed 78 Maximum replacements per acre by Code 70 Lot = .5 Acre I Maximum trees for this site 1 35 f aoie 1. Oummary or wee reprecemencs reguvea oy me ciry or I uKvwia. Tree species list: Species Common name Quantity Size Spacing Malus sp Flowering or crab apple 5 2.5" caliper 12' on center Pinus contorta Shore pine 5 6' 12' on center 5 2 allon Camaecyparis obtusa False cypress 10 1 2 al 6' Pseudotsu a menziesii Dou las fir 5 2 gal 12, on center Acer circinatum Vine maple 5 6' on center If the trees are planted this fall supplemental irrigation will be necessary next summer. i hope this information is helpful to you in getting your project moving. If we can be of further help please let me know. Respectfully, Scott D. Baker, Registered Consulting Arborist #414 Attached: Site plan Planting plan Geotechnical Consultants REVIEWED 7WX IZMLR,,r- -P%'kpmt A P PR "iIii U NOV 13 S&EE JOB NO. 703* MARCH 16.2007 FILE Copy rmft No 11CAL INVESTIGATION V%6MY3 Guktv- - and dxLyr Ff P i3 MAR 26 2VI -rxA< Czmma t)5 Ann EE 000Z SOIL & ENVIRONMENTAL ENGINEERS, INC. 16625 Redmond Way. Suite M 124. Redmond. Washington 98052. (425) 868-5868 FAX (425) 868-7427 March 16, 2007 Mr. Leonard Cabiao 19010 112"' Place SE Renton, WA 98055 Report Geotechn ical Investigation Proposed Adult Family Home 15854 42"d Ave. S., Tukwila, WA Dear Leonard: We are pleased to present herewith our Report of Geotechnical Investigation for the referenced project. Our services were authorized by you on December 27, 2006, and have been provided in accordance with our proposal dated December 26, 2006. We appreciate the opportunity to provide our services. Should you have any questions regarding the contents of this report or require additional information, please call. Very truly yours, SOIL & ENVIRONMENTAL ENGINEERS, INC. C. J. Shin, Ph.D., P.E. President EXPIRE: NoV. Zob CC: Mr. Ren Franco 703rpt S&EE TABLE OF CONTENTS Section Page 1.0 INTRODUCTION............................................................................................................................................... 1 2.0 SCOPE OF SERVICES....................................................................................................................................... 1 3.0 SITE CONDITIONS............................................................................................................................................ 2 3.1 SURFACE CONDITIONS................................................................................................................................. 2 3.2 SUBSURFACE CONDITIONS.........................................................................................................................2 4.0 CONCLUSIONS AND RECOMMENDATIONS.............................................................................................. 3 4.1 GENERAL.........................................................................................................................................................3 4.2 SITE PREPARATION AND STRUCTURAL FILL........................................................................................... 4 4.3 FOUNDATION SUPPORT............................................................................................................................... 5 4.4 SLAB SUPPORT............................................................................................................................................... 6 4.5 LATERAL EARTH PRESSURES..................................................................................................................... 6 4.6 TEMPORARY AND PERMANENT EXCAVATIONS.................................................................................... 8 4.7 SEISMIC CONSIDERATIONS......................................................................................................................... 9 4.8 ADDITIONAL SERVICES............................................................................................................................... 9 5.0 LIMITATIONS................................................................................................................................................... 10 FIGURE 1: SITE LOCATION MAP FIGURE 2: SITE AND EXPLORATION PLAN FIGURE 3: SURCHARGE LOAD ON SUBSURFACE WALLS APPENDIX A: FIELD EXPLORATION LOGS AND KEY 703rpt i S&EE REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED ADULT FAMILY HOME TUKWILA, WASHINGTON for Mr. Leonard Cabiao 1.0 INTRODUCTION We present in this report the results of our geotechnical investigation for the above referenced project. The site is 134 feet by 160 feet in plan and is located at 15854 42"d Avenue South in Tukwila, Washington. A site location map is shown on Figure 1 and a site plan is shown on Figure 2. Both are included at the end of this report. We understand that the proposed development will involve a two-story, wood -framed building with an attached garage. The proposed finished bottom floor elevation will be 402.8 feet, and the crawl space elevation will be close to 400 feet. Based on these elevations, the maximum excavation and fill will be on the order of 4 to 5 feet. 2.0 SCOPE OF SERVICES The purpose of our investigation is to develop geotechnical recommendations regarding site preparation and foundation support. Specifically, our services included: 1. Exploration of soil and groundwater conditions underlying the site through the excavation of 4 test pits, TP-1 through TP-4 and the drilling of one hand auger boring, HA-1. 2. Recommendations regarding foundation support. 3. Recommendations regarding active and at -rest earth pressures to be used for the design of any retaining structures. 4. Recommendations regarding passive soil resistance and coefficient of friction for the resistance of lateral loads. 703rpt S&EE 5. Recommendations regarding temporary and permanent slopes. 6. Recommendations regarding support for slab -on -grade. 7. Recommendations regarding type of soil for seismic design. 8. Recommendations regarding site preparation, including removal of unsuitable soils, suitability of onsite soils for use as fill, fill placement techniques, and compaction criteria. 9. Five copies of this written geotechnical report containing a site plan, test pit logs, a description of subsurface conditions, and our findings and recommendations. 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The site is currently occupied by a single-family residence with the existing house located in the middle portion of the site. The site is relatively flat and is bordered by steep slopes at the west, south and east boundaries. The west and south slopes appear to be the result of roadway construction, and the maximum slope heights are about 8 and 20 feet, respectively. The east slope appears to be a natural slope and the slope height is generally about 16 to 20 feet. At the time of this report, the majority of the site surface is covered with grass and sparse trees. The slope surfaces are covered with thick brushes, vines and sparse trees. We did not observe any signs of slope instability, which typically include tilting trees, slumps, cracks and fissures at the ground surface, and springs. 3.2 SUBSURFACE CONDITIONS Published geologic information (Generalized Geologic Map of Southwestern King County, Washington State Department of Natural Resources) indicates that the site area is underlain by recessional outwash (Qvr). The materials include poorly graded sand and gravel. 703rpt 2 S&EE The soil conditions underlying the site were explored by the excavation of 4 test pits, TP-1 through TP-4 and one hand auger boring, HA-1. The approximate exploration locations are shown on Figure 2. Details of the field exploration program and the test pit logs are included in Appendix A. In general, our explorations indicate that the site is covered by approximately 12 inches of topsoil. The topsoil is underlain by sand. The material is generally loose in the upper one to two feet and becomes medium dense to dense thereafter. Fill material above this sand was found at TP-3 and TP-4 locations. The former encountered 4 feet of loose sand; the latter encountered 2 feet of loose sand and 2 feet of drain gravel. Medium dense to dense sand was found below the fill at both test pit locations. No groundwater was encountered in any exploration. 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL Based on the field exploration results and our evaluation, it is our opinion that the proposed development is feasible from a geotechnical standpoint. The onsite slope is stable at the time of our investigation. Provided that the recommendations in this report are followed, we believe that the potential of future slope instability will be very low. The existing vegetation on the steep slopes is the key for the slope stability. No grading activity should be performed on the slopes and any slope face becomes bare for any reason should be re -vegetated immediately. Please be aware that there is always an inherent risk of slope movement for any development near or on slopes. In addition to natural factors (soil, groundwater, heavy rainfall), other factors that may affect stability include excavations, fills, leaking or broken utility, improper drainage, lack of maintenance of drainage facilities or vegetation cover, unwise actions by adjacent property owners, or similar events or unknown conditions that may cause instability. Therefore, future property owners must be alert of any adverse impacts on the slope stability. Details of our recommendations are presented in the following sections. 703rpt 3 S&EE 4.2 SITE PREPARATION AND STRUCTURAL FILL Site preparation should begin with stripping the site of vegetation and topsoil. All existing foundations, slabs, underground utilities including drain field should be removed. Subgrades and areas to receive new fill should then be thoroughly proof -rolled using heavy construction equipment. If proof rolling is not feasible due to wet condition, the area should be probed using a steel bar so as to avoid disturbance and rutting of the subgrade soils. Areas which are found to be loose or soft, or which contain organic soils should be over -excavated. A qualified geotechnical engineer should conduct the proof -rolling and/or probing to assist in identifying the existing random and loose fill and evaluating the over -excavation requirements. After stripping, over -excavation and excavation to the design grade, the top 12 inches of native soils should be re -compacted to at least 92% of their maximum dry density as determined using ASTM D-1557 test procedures (Modified Proctor test). Structural fill can then be placed in the over -excavation and fill areas. The structural fill materials should meet both the material and compaction requirements presented below. Material Requirements: Structural fill should be free of organic and frozen material and should consist of hard durable particles, such as sand, gravel, or quarry -processed stone. The on -site native sand is suitable for use as structural fill. However, the soil is moisture sensitive and should be moisture -conditioned to within ± 2% of their optimum moisture content prior to use. Suitable imported structural fill materials include sand and gravel (pitrun), and crushed rock. Placement and Compaction Requirements: Structural fill should be placed in loose horizontal lifts not exceeding a thickness of 6 to 12 inches, depending on the material type, compaction equipment, and number of passes made by the equipment. Structural fill should be compacted to at least 95% of the maximum dry density as determined using the ASTM D-1557 test procedures. DRAINAGE The site surface should be graded so that surface water is directed away from the structural areas. Standing water should not be allowed. Final site grades should be sloped away from buildings unless the area is paved. 703rpt 4 S&EE 4.3 FOUNDATION SUPPORT We recommend that all structures be supported by conventional spread footings. The footings must penetrate existing fill and be founded on structural fill or at least medium dense native sand. Details of our recommendations regarding the footing design are presented in the following sections. Bearing Capacity: We recommend an allowable bearing pressure of 2,500 pounds per square feet (psf) for the design of the footings. This value includes a safety factor of at least 3, and can be increased by one-third for wind and seismic loads. Footing Construction: The footing bearing material (sand) will be easily disturbed by excavation. As such, we recommend that the bearing surface be re -compacted by at least 4 passes of a compactor weighing at least 200 pounds. The material will also be susceptible to strength loss due to wetting and disturbance. Hence, the bearing surfaces should be protected after excavation and before pour. All softened and loosened soils must be removed by over -excavation or re -compacted prior to pour. Any over -excavation at the footing subgrade should be backfilled with structural fill, concrete, lean concrete or crushed rock. The crushed rock, if used, should be placed in 6 inches thick lifts and compacted by at least 4 passes of a compactor weighing greater than 200 pounds. All footing subgrade should be inspected by a qualified geotechnical engineer prior to re -bar and concrete placements. All exterior footings should be founded at least 18 inches below the adjacent finished grade to provide protection against frost action, and should be at least 18 inches in width to facilitate construction. Settlement: Interior column footings designed in accordance with the above recommendations are expected to experience approximately 1/2 inch of settlement. Continuous wall footings should experience about 1/4 to 1/2 inch. Differential settlement between adjacent footings is expected to be 1/4 to 1/2 of an inch. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the footing sides and the friction at the contact of the footing bottom and bearing soil. The former can be obtained using an equivalent fluid density of 200 pounds per cubic foot (pcf), and the latter using a coefficient of friction of 0.5. These values include a safety factor of 1.5. 703rpt 5 S&EE 4.4 SLAB SUPPORT All slabs -on -grade can be supported on structural fill or at least medium dense native sand. We envision that the soil at the slab subgrade will be disturbed and loosened by construction activities at the time of slab construction. We therefore recommend that the slab subgrade be proof -rolled or probed. Any wet and loose areas should be over -excavated and backfilled with structural fill. In order to promote uniform support and provide a capillary break, we recommend that slabs be underlain by a 6 mil. vapor barrier over a 4-inch thick layer of free draining gravel. 4.5 LATERAL EARTH PRESSURES Lateral earth pressures on retaining walls or permanent subsurface walls, and resistance to lateral loads may be estimated using the following recommended soil parameters: Soil Density Equivalent Fluid Unit Weight (PCF) Coefficient of (PC� Friction Active At -rest Passive 130 35 50 200 0.5 Note: 1) Hydrostatic pressures are not included in the above lateral earth pressures. 2) Lateral earth pressures are appropriate for level structural fill placed behind and in front of walls. The active case applies to walls that are permitted to rotate or translate away from the retained soil by approximately 0.002H, where H is the height of the wall. This would be appropriate for a cantilever retaining wall. The at -rest case applies to unyielding walls, and would be appropriate for walls that are structurally restrained from lateral deflection such as basement walls, utility trenches or pits. SURCHARGE INDUCED LATERAL LOADS 1) Additional lateral earth pressures will result from surcharge loads from floor slabs or pavements for 703rpt 6 S&EE parking that are located immediately adjacent to the walls. The surcharge -induced lateral earth pressures are uniform over the depth of the wall. Surcharge -induced lateral pressures for the "active" case may be calculated by multiplying the applied vertical pressure (in psf) by the active earth pressure coefficient (Ka). The value of Ka may be taken as 0.4. The surcharge -induced lateral pressures for the "at -rest" case are similarly calculated using an at -rest earth pressure coefficient (Ko) of 0.5. For surcharge loads that are not adjacent to the wall such as the proposed tiered walls, the induced lateral earth pressure will depend on the magnitude of the surcharge and the distance from the wall. Such induced lateral load can be estimated using the equations shown on Figure 3. 2) The slope -induced lateral earth pressure can be accounted for by increasing the effective height of the wall by one-half the slope height. For back slope continues beyond a horizontal distance equal to the height of the wall, only the part of slope -rise within this horizontal distance should be considered. 3) The traffic -induced lateral earth pressure can be accounted for by increasing the effective wall height by 2 feet. SEISMIC INDUCED LATERAL LOADS For seismic induced lateral loads, the dynamic force can be assumed to act at 0.6 H above the wall base and the magnitude can be calculated using the following equation: Pe = 3/8*7*H2*a Where Pe = seismic -induced lateral load Y H a = soil density = 130 pcf wall height horizontal acceleration = 0.15 BACKFILL IN FRONT OF RETAINING WALLS Backfill in front of the wall should be structural fill. The material and compaction requirements are presented in Section 4.2. The density of the structural fill can be assumed to be 130 pounds per cubic feet. 703rpt 7 S&EE BACKFILL BEHIND RETAINING WALLS Backfill behind the wall should be free -draining materials which are typically granular soils containing less than 5 percent fines (silt and clay particles) and no particles greater than 4 inches in diameter. The backfill material should be placed in 6 to 8-inch thick horizontal lifts and compacted to at least 90 percent of the maximum density in accordance with ASTM D-1557 test procedures. In the areas where the fill will support pavement, sidewalk or slabs, the top two feet of the backfill should be compacted to at least 95 percent of the maximum density. Care must be taken when compacting backfill adjacent to retaining walls, to avoid creating excessive pressure on the wall. DRAINAGE BEHIND RETAINING WALLS Rigid, perforated drainpipes should be installed behind retaining walls. Drainpipes should be at least 4 inches in diameter, covered by a layer of uniform size drain gravel of at least 12 inches in thickness, and be connected to a suitable discharge location. An adequate number of cleanouts should be installed along the drain line for future maintenance. 4.6 TEMPORARY AND PERMANENT EXCAVATIONS When temporary excavations are required during construction, the contractor should be responsible for the safety of their personnel and equipment. The followings cut angles are provided only as a general reference: For temporary excavations less than 3 feet in depth, the cut bank may be excavated vertically. For temporary excavations greater than 3 feet in depth, the cut in the surficial soil should be sloped no steeper than l H: l V (one horizontal to one vertical). Flatter slopes for all temporary cuts may be required if seepage occurs. All permanent slopes should be no steeper than 2H:IV. Water should not be allow to flow uncontrolled over the top of any slope. Also, all permanent slopes should be seeded with the appropriate species of vegetation to reduce erosion and maintain the slope stability. 703rpt 8 S&EE 4.7 SEISMIC CONSIDERATIONS We recommend that Site Class D as defined in the 2003 IBC be considered for the seismic design. The site is underlain by dense soils. As such, the liquefaction potential is negligible. 4.8 ADDITIONAL SERVICES Additional services may be required during the design and construction of the project. We envision that these additional services may include the following: 1. Review of design plans. 2. Provision of construction monitoring services. The tasks of our monitoring service typically include the followings: 2.1 Monitoring of temporary excavations. 2.2 Monitoring of foundation subgrade preparation. Our representative will confirm the bearing capacity of the subgrade soils, and will assist the contractor in evaluating the over -excavation requirements, if any. 2.3 Monitoring the placement and compaction of structural fill. Our representative will confirm the suitability of the fill materials, perform field density tests, and assist the contractor in meeting the compaction requirements. 2.4 Monitoring the installation of subsurface drains. Our representative will confirm that these drains are installed in accordance with our recommendations. 3. Other geotechnical issues deemed necessary. 703rpt 9 S&EE 5.0 LIMITATIONS The recommendations presented in this report are provided for design purposes and are based on soil conditions disclosed by field observations and subsurface explorations. Subsurface infonnation presented herein does not constitute a direct or implied warranty that the soil conditions between exploration locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the explorations will not be revealed. The recommendations outlined in this report are based on the assumption that the development plan is consistent with the description provided in this report. If the development plan is changed or subsurface conditions different from those disclosed by the exploration are observed during construction, we should be advised at once so that we can review these conditions, and if necessary, reconsider our design recommendations. 703rpt 10 S&EE t — — Riverton Crest r, _ . Joseph Foster \ � cemoleryt , Memonal Park P4yfields i i t. s tnti +�st S t 44th St- '3144th a_ I Hazelnut Par,k ' A�� 99 I` �! i i ' . � j , � .. � � yka 1 �i • ` � f I k I p' i �. _ r rf Riverton - S t Heighls�� _ "�S T j (th 5t SorAhce a �-=— S 154 r a - 7 ,• Tukwila �r Crysal x, _ � ' ; ' , `• � �f..._.. 1 Ir�i` Pa S166ih3t IlSouthcenestfielter{L� 3 1 r 1 I ( evte rk Er i - J 1 °P+t Washrngton� I . a i Memorri `„fir r ry � I [[ 1 tukwl Mcmlek n �; tR - if + Mcvan '� r� l( le -Tacoma ' s %ar, sr , EJ i f �1 I _.3 .� L . Heights', � L � _ I . tit -*:» 1. 'N i U. 1 r� � � _ - r f rational A�port ., lI ��, � _ � _ r --- JF - $ow Lake S 1761h St i 1 f Park -j1 h s -' rSeatacS left St 51 i20b7 Goor le ` MW,data ©2007 NAVTEQ^" - Term3 of Use IS&EE Job no. 703 N N.T.S. Figure I Site Location Map Proposed Tukwila Adult Family Home 16— i i-. BUILD.M- 1sau QV AVE. S. FLOORED ROAR El . 404.2? / 4 U.O FF�` Wove CEMENT O` 1 T30 POND G QO �— TP-2 T25 TP-3 ASPAT PAMW H11 R xLm we ars AWWT PAVFW v SOUTH 16 TH STREET Reference:: "Topographical Site Survey", dated Jan. 22, 2007, and prepared by Cramer Northwest, Inc. HA-1 I 071C.• 4 7Q68 GUT SB9 3942£ 34991' 10 N Scale: 1" =30' * TP-1: Test pit number and approximate location Figure 2 S&EE 703 HA-1: hand auger number and approximate location Proposed Tukwila Adult Family Home se LINE LOAD QL FOR m <0.4: X =,m H �H (H)_ (0.16+n�)2 PH-0.550L Z=nIH 1 FOR m)0.4: H j� H 1.28m2n R 'H (�L)- (m2+.n2)2 0.64 QL RESULTANT PH= (m2+1 ) PRESSURES FROM LINE LOAD QL (BOUSSINESQ EQUATION MODIFIED BY EXPERIMENT) Reference: Foundations and Earth Structures, Design Manual 7.2, Department of the Navy, May 1982 101 m PH( R 0.2 0.4 .78 .59H 0.6 .45 .48H Wp .5 1.0 2 1.5 VALUE OF 0-H (-*) POINT LOAD Qp OP P Z=nH AAP LL H H R FOR m�0.4 H2 O.28n2 CrH (�—p (Q16+-n2)3 FOR m )0.4: ( H2 )= 1.77m2n2 H Op (m2+-n2)3 0N=9HCOS2(1.19) OH _ a e, 3 �H 7X=H SECTION A -A PRESSURES FROM POINT LOAD Qp (BOUSSINESO EQUATION MODIFIED BY EXPERIMENT) Calculation of Surcharge Load: on Subsurface Walls Figure 3 APPENDIX A FIELD EXPLORATION AND LOGS The subsurface conditions at the project site were investigated by the excavation of 4 test pits, TP-1 through TP-4, on January 24, 2007; and the drilling of one hand auger boring, HA-1, on March 15, 2007. The test pits were excavated to depths of 8 to 10 feet using a Case 9007 trackhoe. The hand auger boring was advanced to a depth of 6 feet using a 3-inch diameter hand auger. A representative of S&EE was present throughout the exploration to excavate the test pits, drill the boring, and log the subsurface soil conditions. The exploration logs are presented in this appendix. A chart showing the Unified Soil Classification System is included at the end of this appendix. Test pits and boring were backfilled with the excavated soils. Backfill for test pits was placed in 2-foot thick lifts and compacted with the trackhoe bucket. Please note that if these test pits are located at future footings, the upper 3 feet of the backfill in the test pits should be removed and then backfilled with structural fill. 703rpt S&EE a —0 _> x Test Pit TP-1 `� oNi ayi a. U O on (0 J Soil Description Test pit completed at a depth of 10 feet on 1-24-07 Minor caving at 4 to 6 feet. No groundwater encountered. Client: Mr. Leonard Cabiao Exploration Method: Case 9007 Trackhoe Exploration Date: January 24, 2007 Ground Elevation: 395 feet Figure A-1 SUE Proposed Tukwila Adult Family Home Job No.703 C �o ai `. m N g� U O do r � 6 Test Pit TP-2 U j Soil Description 3P Black fine sand with organics (topsoil) sP Brown fine sand with trace silt (moist)(loose) sP Gray fine to medium sand with little fine to coarse gravel and occasional cobbles (moist)(medium dense to dense) - dense below 6 feet Test pit completed at a depth of 9 feet on 1-24-07 Minor caving at 4 to 6 feet. No groundwater encountered. Client: Mr. Leonard Cabiao Exploration Method: Case 9007 Trackhoe Exploration Date: January 24, 2007 Ground Elevation: 408 feet Figure A-2 S&EE Proposed Tukwila Adult Family Home Job No. 703 w m w —0 v U a � a co O 02 r% m (D c c C CA cn U j Soil Description Test pit completed at a depth of 10 feet on 1-24-07 No caving and no groundwater encountered. Client: Mr. Leonard Cabiao Exploration Method: Case 9007 Trackhoe Exploration Date: January 24, 2007 Ground Elevation: 414 feet Test Pit TP-3 Figure A-3 SUE Job No. 703 Proposed Tukwila Adult Family Home r a Test Pit TP-4 U j Soil Description • sP I Brown and dark brown fine sand with trace fine gravel, trace silt (moist)(loose)(fill) GP I Drain gravel (one inch in particle size) - 6 inches diameter, black, ADS drainpipe at 3 feet sP I Brown fine sand with trace silt (moist)(medium dense) sP Grayish brown fine sand with little fine to coarse gravel (moist)(medium dense to dense) Test pit completed at a depth of 8 feet on 1-24-07 No caving and no groundwater encountered. Client: Mr. Leonard Cabiao Exploration Method: Case 9007 Trackhoe Exploration Date: January 24, 2007 Ground Elevation: 396 feet Figure A-4 SUE Proposed Tukwila Adult Family Home Job No. 703 w —0 -6 Hand Auger Boring HA-1 Soil Description Black fine sand with organics (topsoil) sP I Brown fine sand (moist)(loose to medium dense) sP Brownish gray fine to medium sand with trace fine to medium gravel (moist)(medium dense) Hand auger refused on gravel at a depth of 6 feet. No groundwater encountered during drilling. Client: Mr. Leonard Cabiao Exploration Method: 3" diameter hand auger Exploration Date: March 15, 2007 Ground Elevation: 410 feet Figure A-5 S&EE Job No. 703 Proposed Tukwila Adult Family Home UNIFIED SOIL CLASSIFICATION SYSTEM cc k w J DESCRIPTION MAJOR DIVISIONS WELL -GRADED GRAVELS OR GRAVEL -SAND MIXTURES, CLEAN GW LITTLE OR NO FINES GRAVELS (LITTLE OR O z a m w J 0 Z w a FA z POORLY -GRADED GRAVELS OR GRAVEL -SAND MIXTURES, GP LITTLE OR NO FINES NO FINES) W U a ^-' w SILTY GRAVELS, GRAVEL -SAND -SILT GRAVELS = LL N� I- w -wWw— , GM MIXTURES WITH FINES (APPRECIABLE {rya C9 0do: wi i U g w CLAYEY GRAVELS, GRAVEL -SAND -CLAY GC MIXTURES AMOUNT OF FINES) Z o 0 WELL -GRADED SAND OR GRAVELLY SANDS, CLEAN SW LITTLE OR NO FINES SANDS (LITTLE OR ° z a LL J I O z y U POORLY -GRADED SANDS OR GRAVELLY SANDS, SP LITTLE OR NO FINES NO FINES) 0 z a h u w a� w J SM SILTY SANDS, SAND -SILT MIXTURES SANDS WITH FINES Q W y w W � o 0<JV' '"' � � � o' SC CLAYEY SANDS, SAND -CLAY MIXTURES (APPRECIABLE AMOUNT OF FINES) INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR ML . CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS & CLAYS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CL CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS LIQUID LIMIT LESS THAN 50 ORGANIC SILTS AND ORGANIC SILT -CLAYS OF LOW OL PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE MH c ANny r)R SILTY SOILS. ELASTIC SILTS / INORGANIC CLAYS OF HIGH PLASTICITY, FAT CH CLAYS OH UKLJANjk, I,LAT J yr rvicuium i v 1 nv ORGAN SILTS PT PEAT AND OTHER HIGHLY ORGANIC SOILS II DEPTH OF STANDARD PENETRATION TEST S/ DEPTH OF GROUNDWATER DURING DRILLING SILTS & CLAYS LIQUID LIMIT GREATER THAN 50 U J L') w O sN 0 � w W ay Z LLO 0 N JU z _ W ¢7 ww w Q 0G� oY O a Q z U �w U w0 w zm a z > aw ui NN InU O U) p w p z W Z 0z HN =z a U' ax _� t- w z W LL F HIGHLY ORGANIC SOILS SOIL CLASSIFICATION CHART AND KEY TO EXPLORATION LOG S&EE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 112018 City of Tukwila BUILDING DIVISION STORM DRAINAGE ASSESSMENT FOR CABIAO RESIDENTIAL SITE 15854 42ND AVE SOUTH TUKWILA, WASHINGTON 98168 FOR LENARD CABIAO FILE NO.525-439-018 PREPARED BY TOUMA ENGINEERS 255 SW 41ST STREET RENTON, WA. 98057 (425) 251-0665 September 10, 2018 b0o7so- 105 RECEIVED SEP 17 2018 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 14 2018 PERMIT CENTER 41 Cl TABLE OF CONTENTS I. PROJECT OVERVIEW Figure l: T.I.R. Worksheet Figure 2: Site Location and Topography Map II. CONDITIONS & REQUIREMENTS SUMMARY III. OFF -SITE ANALYSIS Task 1 - Study Area Definition and Maps Task 2 - Resources Review Task 3 - Field Investigation Task 4 - Drainage System and Problem Decription IV. FLOW CONTROL & WATER QUALITY Part A — Existing Site Hydrology Part B — Developed Site Hydrology V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Analysis is attached to this report VI. SPECIAL REPORTS AND STUDIES Not Required VII. OTHER PERMITS VIII. EROSION /SEDIMENTATIN CONTROL DESIGN Filter Fabric Fences is recommende IX. BOND QUANTITIES WORKSHEET, FACILITY SUMMARIES, AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL I. PROJECT OVERVIEW The subject property is developed into a single family home and measures at 0.5.0 acres. The property is situated in the City of Tukwila, Washington, in SW Quarter of the SE Quarter of Section 22, Township 23 North, Range 4 East, W.M. The site is located north of S 160ffi Street and east of 42nd Avenue S. The property is bounded on the east and north by single-family residents The site topography is oriented from south to north at average slopes of 4-5 percent along the center of the lot and steeper slopes noted along the south and east lines of the property lines. There exists a new single family home centrally located on the property. Majority of the property is cleared except for small alders trees and pushes scattered along the east, south and southwest of the property. A recent grading was performed on the property, approximately 60 cu. yd of material, graded along the northerly portion of the property. The site falls within the Gilliam Creek Basin covering the property. No appreciable off -site runoff flows into the site. The surface runoff is oriented from south to north directing the flow to the west to42nd Ave South. Thence the flow is directing along the east side of 42nd Ave S, north along the Avenue crossing Southcenter Blvd more than a quarter of a mile from the site. The surface runoff continues east crossing Interstate-5, and eventually into the Duwamish River. The soil is designated as AgC based on King County Soil Conservation. The proposed project is a single family residential that will result in more than 2000 square feet of new impervious surfaces, but no more than 10,000 square feet of impervious surfaces, consisting of building roofs and asphalt driveway. Roof area is calculated at 3340 square feet, and the proposed driveway area is calculated at 4950 square feet. Total impervious area is calculated at 8290 square feet. Runoff from the roof will be tied to existing storm system located at the northwest portion of the property. The runoff from the new paved driveway will sheet flow across the northerly portion of the property directing the flow into an existing storm sytem situated along the east side of 42nd Ave S. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part1 PROJECT OWNER AND PROJECT ENGINEER Project Owner L-PrfAI�/��_ Phone Address Project Engineer Company ,�6 /l7st Phone Zz2$— 16-/ �o AA Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g.,Subdivision / Short Subd. / UPD) ❑ Banding (e.g.,M/F / Commercial / SFR) /Clearing and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name L°C!6/AB /GCS/4/e�lr/AS/�o DPER Permit # Location Township 3 Range Section 22 Site Address /SRsw yZhgy dve-SG Part4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural Rockery/Vault/ ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement Plan (Engr. Plans) ❑ Full Type of Drainage Review ❑ T rgeted YP 9 ❑ Full Plan Type (check (check one): Simplified � one): ❑ Modified ❑ Large Project ❑Simplified Date (include revision ❑ Directed Date (include revision dates): dates): Date of Final: Date of Final: Part6 SWDM ADJUSTMENT APPROVALS Type (circle one): Standard Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. 2016 Surface Water Design Manual 1 Date of Approval: 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes 6o Start Date: Completion Date: Describe: Re: KCSWDM Adjustment No. Part8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: C/2;� 4 Special District Overlays: - Drainage Basin: 4: �/Z/ww4w 4-Ze.t Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection Part 10 SOILS Soil Type Slopes Erosion Potential ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached N/A 2016 Surface Water Design Manual - 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas_ ❑ SEPA ❑ LID Infeasibility ❑ Other ❑ Additional Sheets Attached LIMITATION / SITE CONSTRAINT Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements (all 8 apply): Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: a) 2 / 3 dated: Flow Control (include facility Level: 1 / 2 / 3 or Exemption Number summary sheet) low Control BMA Conveyance System Spill containment located at: - Erosion and Sediment Control / CSWPP/CESCUESC Site Supervisor: D/zi/li - Construction Stormwater Pollution Prevention Contact Phone: After Hours Phone: Maintenance and Operation Responsibility (circle one): <EvaDPublic If Private, Maintenance Log Required: Yes Vo, Financial Guarantees and Provided: Yes No Liability Water Quality (include facility Type (circle one Basic Sens. Lake / Enhanced Basic / Bog summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. Non Requirements Name: Floodplain/Floodway Delineation Type (circle one): Major / Minor / Exemption None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: 2016 Surface Water Design Manual 4/24/2016 3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control Describe land use: (commercial / industrial land use) Describe any structural controls: Oil Control High -use Site: Yes rl�o Treatment BMP: ��lJ Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: I Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION 6 Clearing Limits ❑ Cover Measures ❑ Perimeter Protection ❑ Traffic Area Stabilization ❑ Sediment Retention ❑ Surface Water Collection ❑ DDewatering Control U Dust Control ❑ Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) ❑ Maintain BMPs / Manage Project MINIMUM ESC REQUIREMENTS �AFTER CONSTRUCTION I.'7 -Stabilize exposed surfaces ove and restore Temporary ESC Facilities LI Clean and remove all silt and debris, ensure operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as necessary ❑ Flag limits of SAO and open space preservation areas ❑ Other Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility U Flow Control BMPs ❑ Other ❑ Vegetated Flowpath ❑ Wetpool ❑ Filtration ❑ Oil Control ❑ Spi I Control old Flow Control BMPs ❑ Other 2016 Surface Water Design Manual 4/24/2016 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other �i./D,1 G Part 16 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other /V/A Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this eet and the attached Technical Information Report. To the best of my knowA the infort��� } ed�ere is accurate. , 2016 Surface Water Design Manual 4/24/2016 5 II. CONDITIONS AND REQUIREMENTS SUMMARY Conditions and requirements for this project involves Simplified Drainage Review, as listed in the 2016 King County Surface Water Design Manual (KCSWDM). CORE REQUIREMENTS (KCSWDM SECTION 1.2) Core Requirement #1: Discharge at the Natural Location. The allowable outflow from the site will be discharged to its natural location. The lowest elevation on the site is approximately 396. Refer to Figure 2 for visual representation of discharge locations. Core Requirement #2: Offsite Analysis Refer to off -site analysis in Section III of this report. Core Requirements $3: Runoff Control The site is qualified for Small Project Drainage Review in accordance with Figures 1.1.2.A, Section 1.1.2.1 and Table 1.1.2.A of the 2016 Surface Water Design Manual. Core Requirement #4: Conveyance System. Conveyance system is limited to roof drains from new homes directed into existing storm system on site which is connected into exiting storm system situated on the east side of 42nd Ave S. Core Requirement #5: Erosion and Sediment Control A temporary erosion and sediment control (TESC) plan is developed to limit and mitigate for erosion and sedimentation during construction. Some of the temporary erosion and sediment control features consists of stabilized construction entrance and filter fabric fences Core Requirement #6: Maintenance and Operations. Not required per attached Table 1.1.2.A Core Requirement #7: Financial Guarantees and Liability Not required per attached Table 1.1.2.A Core Requirement #8; Water Quality Not required per attached Table 1.1.2.A Core Requirements #9: Flow Control PMPs Not required per attached Table 1.1.2.A SPECIAL REQUIREMENTS (KCSWDM Section 1.3) Special Requirement #1: Other adopted Area -Specific Requirements The City of Tukwila Infrastructure Design and Construction Standards, Table 5. The site falls within the Gilliam Creek Basin. Special Requirement #2: Flood Hazard Area Delineation There are no flood hazard areas associated with the project site Special Requirement #3: Flood Protection Facilities Based on the City of Tukwila critical area map, the site does not fall within critical area.. Special Requirement #4: Source Controls The proposed project is a single family resident development. No commercial building or site is proposed Special Requirement #5: Oil Control Not required per attached Table 1.1.2.A III. OFF -SITE ANALYSIS The analysis contains information and data obtained through site visit observation, survey data and research of existing records provided by the City of Tukwila. Task 1. Study Area Definition and Maps The site falls within westerly portion of the Gilliam Creek Basin. The site is situated within its own basin area totaling 0.5 acres. No appreciable off -site areas being considered in this report. The site surface runoff is directed west to 42nd Ave S and picked up by an existing underground storm system orienting flow northerly for quarter of mile crossing Southcenter Blvd and eventually into the Duwamish River and eventually into the Green River Refer to Figure 2 for general site location Task 2. Resource Review Based on a review of available resources, the site and downstream system within one mile from the site are characterized as follows: • The site is located within the Gilliam Creek Basin • Floodplain/Floodway (FEMA) Maps — the site is not within flood plain. • Erosion Hazard — the site is not classified as erosion hazard area • Landslide Hazard — none on site • Seismic Hazard — none on site • Coal Mine Hazard — none on site • USDA Soil Conservation Service Soil Survey • King County Assessor' Parcel Map Task 3. Field Inspection The downstream analysis was conducted in September of 2018 to assess potential offsite drainage impact that may be associated with development of this project. The primary discharge locations from the project were evaluated, as well as the downstream system west of the project site. 1. Certain amount of grading was performed on the site without proper mitigation. 2. There is an existing conveyance system on adjacent 44th Ave S, situated west of the site. directing the flow to the north. 3. There is no existing or potential downstream drainage problem. 4. No significant destruction of aquatic habitat or organisms noted. 5. Tributary basin delineated in Task 1 verified. 9. No neighbors were contacted. 10. The weather conditions during inspection was sunny and warm. Task 4. Drainage System Description and Problem Description The entire site falls within the Gillman Creek Basin. The surface runoff from the site is directed west as described above. The topography survey is prepared exclusively for the site, by Tolima Engineers and Land Surveyors, PLLC. The topography survey was prepared on 2-foot contour. TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS Our field inspection and review of available resources and existing problems found. Mitigation is required to address erosion mater noted on site. A new grading plan is proposed to mitigate the current conditions. The development of the property is not going to impact existing downstream patterns. A temporary erosion and sedimentation control plan will be designed to control runoff to downstream system. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN In accordance with Section 1.1.2 of the 2016 King County Surface Water Design Manual (2016 KCSWDM), the project qualifies for a Simplified Drainage Review. Asphaltic Pavement is being considered for the driveway for this project, and directing the surface runoff to existing storm system already available on site. The total impervious surfaces added as a result of proposed development is as follows: New home- 3340 sf Asphaltic Driveway- 4950 sf Total Impervious Surfaces 8290 sf < 10,000 V. C ONVEYANCE SYSTEM ANALYSIS AND DESIGN Existing conveyance system on site is adequate to pick runoff from the house and existing storm system on adjacent street is adequate to handle anticipated runoff. VI. SPECIAL REPORTS AND STUDIES Not Applicable VII. OTHER PERMITS • Building Permit — City of Tukwila • Sanitary Sewer Permit—' Valley Vue • Water Connection Permit— WD #125 VIII. EROSION/SEDIMENTATION CONTROL DESIGN All temporary erosion and sediment control requirements designed in accordance with Core Requirement #5 of the 2016 KCSWDM, section 1.2.5, Erosion and Sediment Control' These standards prevent or reduce pollution of stormwater runoff cause by construction activities. Temporary Erosion and Sediment Control Plan is designed to minimize the amount of sediment laded runoff that leaves the project site, protecting downstream properties from construction and grading activities. ESC Plan Analysis and Design (Part A) The following narrative describing proposed TESC measures: Clearing Limits: Clearing limits are shown clearly on TESC plans with details sufficient to install and maintain during construction. Cover Protection: The type and location of temporary cover measures to be used onsite is shown on the TESC plans. Compost filter socks may also be used where a silt fence could cause more disturbance that would be mitigated. Perimeter Protection: Silt fencing location and details for installation are shown on the TESC plans. Traffic Area Stabilization: A single construction entrance is shown on the TESC plans. The contractor may adjust this road location as necessary during construction upon approval of the City inspector. Dust control measures per D.2.8 of 05 KCSWDM shall also be utilized as indicated on plans. IX. BOND QUANTITIES WORKSHEET, FACILITY SUMMARIES, & DECLARATION OF COVENANT Bond Quantity Worksheet — N/A — N o offsite improvements Facility Summaries - Not Required Declaration of Covenant — Not Required X. MAINTENANCE AND OPERATION MANUAL Not required. /»� /� §� » + \<� m�� ��� r L� C�pV Fi pt�t►t 14o• c�r.ss►-�j• to 0013 • ��*4(; � EN FRANCO VERTICAL AND LATERAL 1�.0_AD4 I NS -- gK I 02-Mar-07 14356 VD cove CA �O �F WASH) 4�C 21155 w`� �EGISTEg�� �SSJ0 _L ��Wo EXPIRES MAY 1 , 1/001%f pp. 14356-L1 B To 14356-1-46 pp. 14356-V1 B To 14356-V24B pp. 14356-RW1 To 14356-RW8 pp. 14356-S2.0 To 14356-S2.2 pp. 14356-S4.0 To l4356-S4.2 PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING RECEM CITY Of: WKWU MAR 2 6 2007; sow PERAAlT rPWT;:F, PARKIN ENGINEERING INC. N35(,--Llb CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE.. VANCOUVER, WA 98686 (360) 694-8378 FAX (360) 694-3376 I .s r. 1 I I 3 z aL' Yx4- x5x3] 3sty 11os t 131- x ra x'3 xis I°x 96 I„ Ste-15—' C— �R: —U) v [ is x c.>< ao ,S e'(j x )L:-] r x Y4. S x91,1o7 4- X1-k(c� C11-�c 29 31 x1X 21 = tb5$ )65 he's SAUTH-ROM, INC. A member of the Smith -Root, Inc. �iedinokpyw6etcsuwwm m family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. t4 556-L�P CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. VANCOUVER, WA 98686 (360) 694-8378 FAX (360) 694-3376 g� L5 . L—IL 9a-y NJ = �35 to x �& x 7— y /ua�c An-v�i1y , a } _ 13-17S Ti = /aS x I � S �i5 k � 4 ss (5) j G Lo (Al // /✓) u,y = )YE 31 x L = a1a /oyv 3.s+3,5 ey9 j� 3-=5 x 3_ > r SWWROOL INC. A member of the Smith -Root, Inc. Tah�'oa6pyfaFdrries tnmrmmn family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. VANCOUVER, WA 98686 1k — M 54.�+tar�ltS �-,2 (360) 694-8378 FAX (360) 694-3376 llyS S `c r 3L� SMITH -ROOT, INC. A member of the Smith -Root, Inc. iah*101 rolw ForFidaries (umnmien family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. VANCOUVER, WA 98686 Neil: Mttc� e i0 W F_ n5 _ Prop Bled UG(�e� 1c /Jkuin (Lop F— #-o v,pi-e- I- L,`� r (360) 694-8378 FAX (360) 694-3376 �3 P�I�• ��•33 3i1 J 33l��- Vx a©oy �935 9 (3b3 I e, x 1D— /yam },CiXIj _ /Stated F SMITH -ROOT, INC. A member of the Smith -Root, Inc. �T eTpopykrFwwm w r,dw family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. ly,?St. — V1 Q CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. VANCOUVER, WA 98686 NJtcx\cr,\ LO-As RAF D� I S s rssr' SL 8 Aoo(- DL c- PSG LL ul PSF __. 3«F— f4Uis1`4xns. 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Te�na6pyFm F'elm'ss (aeavmmn family of businesses www.johnwparkin.com r-t, '-) u - v 1 'J COMPANY PROJECT ® BRITT W( dWorks Feb. 27, 2007 14:36:34 i J Design Check Calculation Sheet Sizer 2002 FIOADSIbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 374.0 No Load2 Snow Full UDL 623.0 No MAXIMUM RED ,CTIONS Ibs andBEARING LENGTHS in s� �? P' t d AAa�- xa,✓.S4 - a � 3 5 3-. y 6' Dead 1145 1145 Live 1869 1869 Total 3014 3014 Bearing: Length 1.4 1.4 Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-1997: ( stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 104 Fv' = 109 fv/Fv' = 0.95 Bending(+) fb = 1087 Fb' = 1242 fb/Fb' = 0.88 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.25 Total Defl'n 0.09 = L/762 0.40 = L/180 0.24 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 900 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.15 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 4521 lbs-ft Shear : LC# 2 = D+S, V = 3014, V@d = 2240 lbs Deflection: LC# 2 = D+S EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT BRITT Wot dWorks@ Feb. 27, 2007 14:38:38 l Design Check Calculation Sheet Sizer 2002 1 nen_Q ( lbs. osf. or Of ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 289.0 No Load2 Snow Full UDL 482.0 No MAXIMUM REP CTIONS Ibs and BEARING LEND I Hb (in): 0' L Dead 890 890 Live 1446 1446 Total 2336 2336 Bearing: 1.1 Length 1.1 Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SFCTInN vs- DESIGN CODE Nns_1997: I stress=nsi. and in 1 Criterion Analvsis Value Design Value Analysis/Design Shear fv @d = 80 Fv' = 109 fv/Fv' = 0.74 Bending(+) fb = 842 Fb' = 1242 fb/Fb' = 0.68 Live Defl'n 0.04 = <L/999 0.20 = L/360 0.19 Total Defl'n 0.07 = L/983 0.40 = L/180 0.18 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.15 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 3504 lbs-ft Shear : LC# 2 = D+S, V = 2336, V@d = 1736 lbs Deflection: LC# 2 = D+S EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT G BRITT Woodworks Feb. 27, 2007 14:42:34 :SORWARE MI? WOOD nF51r,N Design Check Calculation Sheet Sizer 2002 I nnnS• ( Ibs, nsf. or plf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Triangular 60.0 0.0 0.00 8.00 No Load2 Snow Triangular 100.0 0.0 0.00 B.00 No MAXIMUM REACTIONS and BEARING LENGTHS (in) : 8' Dead 184 104 Live 267 133 Total 451 237 Bearing: . Length 1.0 1.0 Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-1997: ( stress=asi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 21 Fv' = 109 fv/Fv' = 0.19 Bending(+) fb = 276 Fb' = 1345 fb/Fb' = 0.21 Live Defl'n 0.03 = <L/999 0.27 = L/360 0.10 Total Defl'n 0.05 = <L/999 0.53 = L/180 0.10 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.15 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.15 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 706 lbs-ft Shear : LC# 2 = D+S, V = 451, V@d = 354 lbs Deflection: LC# 2 = D+S EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. r COMPANY PROJECT G BRITT W( odWors Feb. 27, 2007 14:45:49 sorrwnaeto)z woonnLIM\, Design Check Calculation Sheet Sizer 2002 i nAnQ. f lbs. osf. or olf 1 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Triangular 0.0 60.0 0.00 8.00 No Load2 Snow Triangular 0.0 100.0 0.00 8.00 No Load3 Dead Partial UDL 60.0 60.0 8.00 21.00 No Load4 Snow Partial. UDL 100.0 100.0 8.00 21.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) 21' V555 734 Dead 9 Live 701 17K Total 1255 Bearing: 1.0 Length 1.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x10-1/2" Self Weight of 12.78 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ]CC -IBC; cG1-T1n1d vc nFSIrN CnnF Nnc.laa7• / cfress=nsi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 41 Fv' = 218 fv/Fv' = 0.19 Bending(+) fb = 1103 Fb' = 2760 fb/Fb' = 0.40 Live Defl'n 0.44 = L/575 0.70 = L/360 0.63 Total Defl'n 0.93 = L/272 1.40 = L/180 0.66 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.15 1.00 1.00 2 Fcp'= 650 1.00 1.00 E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 8654 lbs-ft Shear : LC# 2 = D+S, V = 1599, V@d = 1470 lbs Deflection: LC# 2 = D+S EI= 889.9le06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. .2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT BRITT Wtod %�'0 � s Feb. 27, 2007 14:48:12 sn�Jtrwn�al crou.wnnnnrsrcN Design Check Calculation Sheet Sizer 2002 LOADS: ( Ibs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 60.0 No Load2 Snow Full UDL 100.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : n. °' ead 288 ive 425 otal 713 ring: 1 n th 1.0 Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SFC_TIr1N vc np-gnN CODE Nns_laaz ( stress=osi. and in ) Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv @d = 27 Fv' = 109 fv/Fv' = 0.25 Bending(+) fb = 364 Fb' = 1242 fb/Fb' = 0.29 Live Defl'n 0.03 = <L/999 0.28 = L/360 0.11 Total Defl'n 0.06 = <L/999 0.57 = L/180 0.11 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.15 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+)* LC# 2 = D+S, M = 1514 lbs-ft Shear : LC# 2 = D+S, V = 713, V@d = 583 lbs Deflection: LC# 2 = D+S EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Wood,Workso SORWARL WE WOOD DESIGN I I n A nC • ( Ihs. nsf. or nif 1 COMPANY PROJECT BRITT Feb. 27, 2007 14:58:17 Design Check Calculation Sheet Sizer 2002 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Triangular 0.0 60.0 0.00 8.00 No Load2 Snow Triangular 0.0 100.0 0.00 8.00 No Load3 Dead Point 1260 8.00 No Load4 Snow Point 2100 8.00 No MAXIMUM REPrTInNR (Ihc) and BEARING LENGTHS (in) : U V630 152E Dead 157E Live 922 260] Total 1552 Bearing: 1.0 Len th 1.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x10-1/2" Self Weight of 12.78 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; CFrTlf)N vc nFRIGN CODE Nns-1997: (stress=Dsi. and in) Criterion Analysis Value De si n Value Analysis/Design Shear fv @d = 71 Fv' = 218 fv/Fv' = 0.32 Bending(+) fb = 1311 Fb' = 2760 fb/Fb' = 0.48 Live Def1'n 0.15 = L/965 0.40 = L/360 0.37 Total Defl'n 0.29 = L/490 0.80 = L/180 0.37 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.15 1.00 1.00 2 Fcp'= 650 1.00 1.00 E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 10289 lbs-ft Shear : LC# 2 = D+S, V = 2524, V@d = 2536 lbs Deflection: LC# 2 = D+S EI= 889.9le06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv'is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT Se BRITT W I odWrk oFFeb27, 2007 15:00:59 ros wnnnncsmN Design Check Calculation Sheet Sizer 2002 i nnnS- ( Ibs, psf, or Of ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 150.0 No Load2 Live Full UDL 250.0 No Load3 Snow Full UDL 125.0 No MAXIMUM 4'-6" Dead 351 351 Live 633 633 Total 984 984 Bearing: Length 1.0 1.0 Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SFt^TION vc_ DESIGN CODE NDS-1997: ( stress=osi. and in ) Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 40 Fv' = 95 fv/Fv' = 0.42 Bending(+) fb = 402 Fb' = 1170 fb/Fb' = 0.34 Live Defl'n 0.01 = <L/999 0.15 = L/360 0.10 Total Defl'n 0.03 = <L/999 0.30 = L/180 0.09 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 2 = D+L, M = 1028.lbs-ft Shear : LC# 2 = D+L, V = 914, V@d = 668 lbs Deflection: LC# 3 = D+.75(L+S) EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 11 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT BRITT WW(odWo: rkso Feb. 28, 2007 08:19:05 sOFIWAREMR Wool) nfSICIJ Design Check Calculation Sheet Sizer 2002 I I r1AnQ. ( lbs. osf. or alf ) Load Type Distribution Magnitude Start End Location [ft) Start End Pattern Load? Loadl Dead Point 446 2.67 No Load2 Live Point 793 2.67 No Load3 Dead Point 342 4.25 No Load4 Live Point 570 4.25 No Load5 Dead Triangular 45.0 0.0 4.25 5.67 No Load6 Snow Triangular 75.0 0.0 4.25 5.67 No MAXIMUM REACTIONS Ibs and BEARING LENGTHS (in): x t Ll g .sz.�a � .� w �- � ,ter .[,� A� v„`. '°x �`.� �"� #�m: v ¢ �✓ z �a �, ,�'" .. n' 5'-8" 51C Dead 344 801 Live 562 1313 Total 906 searing: 1.0 Length 1.0 Lumber -soft, D.Fir-L, No.2, W" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; CFrTiflNl vc nFSIr,N CODE NnS_1Q97c I stress=nsi. and in ) Criterion Anal sis Value Design Value Anal sis/Desi n Shear fv @d = 76 Fri' = 95 fv/Fv' = 0.80 Bending(+) fb = 938 Fb' = 1170 fb/Fb' = 0.80 Live Defl'n .0.04 = <L/999 0.19 = L/360. 0.23 Total Defl'n 0.08 = L/819 0.38 = L/180 0.22 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 2396 lbs-ft Shear : LC# 2 = D+L, V = 1294, V@d = 1291 lbs Deflection: LC# 2 = D+L EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT BRITT dWorks Feb. 27, 2007 17:12:00 sorfwARc roK woon nrvrro Design Check Calculation Sheet Sizer 2002 1 nenC• ( lbs. osf. or Of ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Loadl Dead Trapezoidal 57.0 162.0 11.50 14.50 No Load2 Live Trapezoidal 190.0 190.0 11.50 14.50 Yes Load3 Snow Trapezoidal 0.0 75.0 11.50 14.50 Yes Load4 Dead Trapezoidal 57.0 12.0 14.50 18.00 No Loads Live Trapezoidal 40.0 40.0 14.50 18.00 Yes Load6 Snow Trapezoidal 75.0 0.0 14.50 18.00 Yes MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 11'-S" 14.-b" 16_1" Dead V 56 178 342 Live 2 304 570 Total 58 482 912 Bearing: 1.0 1.0 0.0 Length 1.0 LVL n-ply, 1.8E, 2200Fb, 1-3/4x11-7/8", 2-Plys Self Weight of 11.98 plf automatically included in loads; Load combinations: ICC-IBC; CGr`TInNI vc nFS1rKI C(inF WnS_1QQ7- ( Ihs_ lbs-ft. or in 1 Criterion Anal sis Value Desi n Value Analysis/Desi n Shear Bending(+) Bending(-) V @d = M = M = 269 129 4B7 Vr = Mr = Mr = 7896 13592 15102 V/Vr = 0.03 M/Mr = 0.01 M/Mr = 0.03 Deflection: Interior Live Total Cantil. Live Total 0.00 = 0.00 = 0.00 = 0.01 = <L/999 <L/999 <L/999 <L/999 0.38 = 0.77 = 0.24 = 0.48 = L/360 L/180 L/180 L/90 0.00 0.01 0.01 0.02 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2200 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1 Fb'-= 2200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 E' = 1.8 million 1.00 1.00 8 Bending(+): LC# 1 = D only, M = 129 lbs-ft . Bending(-): LC# 2 = D+L, M = 487 lbs-ft Shear : LC# 2 = D+L, V = 5391 V@d = . 269 lbs Deflection: LC# 8 = D+L (pattern: L) EI= 879.14e06 lb-in2/ply _ Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, = no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT BRITT WwdWorks Feb. 28, 2007 10:02:02 a0rrwn0Zrr0x woonnrvra Design Check Calculation Sheet Sizer 2002 I nAnc• ( lbs. osf. or Of ) Load Type Distribution Magnitude Location Ift] Pattern Start End Start End Load? Loadl Dead Partial UDL 68.0 68.0 0.00 7.67 No Load2 Snow Partial UDL 113.0 113.0 0.00 7.67 No Load3 Dead Point 1006 7.67 No Load4 Snow Point 1678 7.67 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 12' Dead V784 929 Live 1196 1349 Total 1979 2278 Bearing: 1.0 0.0 Len th 1.0 LVL n-ply, 1.8E, 2200Fb, 1-3/4x11-7/8", 2-Plys Self Weight of 11.98 plf automatically included in loads; Load combinations: ICC-IBC; CPrTInN vc PIFSIC;N C(DF NnR.1997- ( Ihs_ Ibs-ft_ or in 1 Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Bending(-) V @d = M = M = 2170 9494 73 Vr = Mr = Mr = 9080 17367 13592. V/Vr = 0.24 M/Mr = 0.55 M/Mr = 0.01 Deflection: Interior Live Total Cantil. Live Total 0.15 = 0.29 = 0.14 = 0.27 = .L/965 L/494 L/297 L/153 0.40 = 0.60 = 0.23 = 0.47 = L/360 L/180 L/180 L/90 0.37 0.36 0.60 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2200 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 2200 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1 Fv' = 285 1.15 1.00 1.00 2 Fcp'= 750 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 9494 lbs-ft Bending(-): LC# 1 = D only, M = 73 lbs-ft Shear : LC# 2 = D+S, V = 2158, V@d = 2170 lbs Deflection: LC# 2 = D+S EI= 879.14e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 1. 4 jv_ v - c COMPANY PROJECT BRITT • W-K od.W% r k s® Feb. 27, 2007 15:07:22 g- so MAREMR wobnn€ULN p Design Check Calculation Sheet Sizer 2002 I nADS- ( Ibs, psf, or pif ) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full UDL 93.0 No Load2 Live Full UDL 160.0 No Load3 Snow Full UDL 75.0 No MAXIMUM n. 3, Dead 154 154 Live 264 264 Total 418 418 Bearing: 1.0 Len th 1.0 Lumber -soft, D.Fir-L, No.2, 4x12" e2- 1 X 1 LVt- Self Weight of 9.35 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-1997: ( stress=psi, and in) Criterion Value Design Value Analysis/Design -Analysis Shear fv @d = 6 Fv' = 95 fv/Fv' = 0.06 Bending(+) fb = 48 Fb' = 990 fb/Fb' = 0.05 Live Defl'n 0.00 = <L/999 0.10 = L/360 0.00 Total Defl'n 0.00 = <L/999 0.20 = L/180 0.00 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 2 = D+L, M = 295 lbs-ft Shear : LC# 2 = D+L, V = 394, V@d = 148 lbs Deflection: LC# 3 = D+.75(L+S) EI= 664.44e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT RITT od� A o �+k�� Feb. 27, 2007 15:22:26 :SOMWARE FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002 I I 11AnS- ( Ibs. osf, or plf ) Load Type Distribution Magnitude Location [ftl Pattern Start End Start . End Load? Loadl Dead Full UDL 93.0 No Load2 Live Full UDL 160.0 No Load3 Snow Full UDL 75.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 a Dead 446 446 Live 793 793 Total 1239 1239 Bearing: 1.0 Len th 1.0 Lumber -soft, D.Fir-L, No.2, 4x8" L" LUL Self Weight of 6.03 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-1997: ( stress=nsi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 60 Fv' = 95 fv/Fv' = 0.63 Bending(+) fb = 1026 Fb' = 1170 fb/Fb' = 0.88 Live Defl'n 0.15 = L/738 0.30 = L/360 0.49 Total Defl'n 0.27 = L/400 0.60 = L/180 0.45 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = . 95 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 2 = D+L, M = 2623 lbs-ft Shear : LC# 2 = D+L, V = 1166, V@d = 1009 lbs Deflection: LC# 3 = D+.75(L+S) EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT FRITT WoodWorks eb27, 200715:34:52 1i Design Check Calculation Sheet Sizer 2002 I nAnS' ( lbs. asf, or olf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Loadl Dead Trapezoidal 48.0 337.0 0.00 8.00 No Load2 Live Partial UDL 160.0 160.0 0.00 8.00 No Load3 Snow Trapezoidal 0.0 482.0 0.00 8.00 No Load4 Dead Partial UDL 337.0 337.0 8.00 18.00 No Load5 Live Partial UDL 160.0 160.0 8.00 18.00 No Load6 Snow Partial UDL 482.0 482.0 8.00 18.00 No Load7 Dead Point 1069 8.58 No LoadB Snow Point 1783 8.58 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : „, 18' Dead 2788 3552 Live 3801 4903 Total 6590 8455 Bearing: 2.5 Length 2.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x16-112" Self Weight of 20.09 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 127 Fv' = 218 fv/Fv' = 0.58 Bending(+) Live Defl'n Total Defl'n fb = 2182 0.39 = L/554 0.81 = L/266 Fb' = 2715 0.60 = L/360 1.20 = L/180 fb/Fb' = 0.80 0.65 0.68 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1.00 1.000 1.00 0.984 1.00 1.00 4 Fv' = 190 1.15 1.00 1.00 4 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 4 Bending(+): LC# 4 = D+S, M = 42279 lbs-ft . Shear : LC# 4 = D+S, V = 8274, V@d = 7176 lbs Deflection: LC# 4 = D+S EI=3453.27e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT o RITT WoodWorks' F eb 27, 2007 15:40:42 ,I(W WARE rDR'wnoD DCVrN Design Check Calculation Sheet Sizer 2002 i f1AnC- I Ibs. osf. or olf 1 Load Type Distribution Magnitude Location [ft) Pattern Start End Start End L. Loadl Dead Full UDL 48.0 No Load2 Live Full UDL 160.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 21' Dead v 657 657 Live 1680 1660 Total 2337 2337 Bearing: 1.0 Length 1.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8xl2" Q Vt-ssLxvc- Self Weight of 14.61 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-1997: ( stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv @d = 52 fb = 1197 0.53 = L/478 0.84 = L/301 Fv' = 190 Fb' = 2400 0.70 = L/360 1.40 = L/180 fv/Fv' = 0.27 fb/Fb' = 0.50 0.75 0.60 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 .2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 12271 Ibs-ft Shear : LC# 2 = D+L, V = 2337, V@d = 2115 lbs Deflection: LC# 2 = D+L EI=1328.38e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). i %V VV V -1 Lj COMPANY PROJECT ® BRITT WoodWorks Feb. 27, 2007 15:54:26 1 SOFFMARE MR WOOD nEUrA' � 1 Design Check Calculation Sheet Sizer 2002 I I nAn-q- ( lbs. asf, or Dlf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Full UDL 12.0 No Load2 Live Full UDL 40.0 No Load3 Dead Point 504 8.00 No Load4 Live Point 1680 8.00 1 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 9 12' Dead 328 496 Live 800 1360 Total 1128 1856 Bearing: Length 1.0 1.0 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x12" �,�ssu rc Av'-J' l Self Weight of 14.61 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: [CC -IBC; I CFf_TInN va nF.glr.N CI7DF IJnS-1997- I stress=nsi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 42 Fv' = 190 fv/Fv' = 0.22 Bending(+) fb = 672 Fb' = 2400 fb/Fb' = 0.28 Live Defl'n 0.08 = <L/999 0.40 = L/360 0.20 Total Defl'n 0.13 = <L/999 0.60 = L/180 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000. 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 6890 lbs-ft Shear : LC# 2 = D+L, V = 1768, V@d = 1731 lbs Deflection: LC# 2.= D+L EI=1328.38e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). . COMPANY PROJECT BRITT W( odWo rks® Mar. 2, 2007 15:16:19 .SOtYWAREF08 WOOD n£S1r.N Design Check Calculation Sheet Sizer 2002 I I nAmq- ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Loadl Dead Full UDL 72.0 No Load2 Live Full UDL 240.0 No Load3 Dead Point 450 9.25 No Load4 Dead Point 450 18.75 No Loads Snow Point 750 18.75 No Load6 Snow Point 750 9.25 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 28' Dead 1765 1765 Live 3360 3360 Total 5125 5125 Bearing: Length 1.5 1.5 Glulam-Simple, VG West.DF, 24F-V4, 5-1/8x18" Self Weight of 21.91 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SFCTIDN vs_ DESIGN CODE NDS-1997: ( stress=osi, and in ) Criterion Value Design Value Analysis/Des n -Analysis Shear Bending(+) Live Defl'n fv @d = 75 fb = 1599 0.74 = L/453 Fv' = 190 Fb' = 2239 0.93 = L/360 fv/Fv' = 0.40 fb/Fb' = 0.71 0.79 Total Defl'n 1.38 = L/244 1.87 = L/180 0.74 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 0.933 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 36886 lbs-ft Shear : LC# 2 = D+L, V = 5125, V@d = 4624 lbs Deflection: LC# 2 = D+L EI=4483.28e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). (/-� )u- r d-J V COMPANY PROJECT BRITT oodWW orlKSFeb. 27, 2007 15:05:54 SOFTWARE TOR WOOD DESIGN Design Check Calculation Sheet Sizer 2002 I nAn-R- ( Ibs, psf, or Of ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead IFull UDL 48.0 No Load2 Live IFull UDL 160.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 21'-8" Dead -715 715 Live 1733 1733 Total 2448 2448 Bearing: 1.0 Length 1.0 LVL n-ply, 1.8E, 2200Fb, 1-3/4x11-7/8", 3-Plys Self Weight of 17.97 plf automatically included in loads; I Load combinations: ICC-IBC; I SFCTl0N vs_ DESIGN CODE NDS-1997: ( Ibs. Ibs-ft. or in) Criterion Analysis Value Design Value Analysis/Design Shear V @d = 2224 Vr = 11844 V/Vr = 0.19 Bending(+) M = 13260 Mr = 22653 M/Mr = 0.59 Live Defl'n 0.60 = L/432 0.72 = L/360 0.83 Total Defl'n 0.97 = L/267 1.44 = L/160 0.67 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 13260 lbs-ft Shear LC# 2 = D+L, V = 2448, V@d = 2224 lbs Deflection: LC# 2 = D+L EI=1318.72e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. I'i�)Jb -v -"V1,5 COMPANY PROJECT V BRITT O ( /u� o , , rWork MR WOOD ne.Uf.W Design Check Calculation Sheet Sizer.2002 I nuns- ( lbs. Dsf. or alf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Full Area 5.00 (16.0)* No Load2 Live Full Area 40.00 (16.0)* No "rrlDuLary W1QLI1 11=1) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : n' 12' Dead 53 53 Live 320 320 Total 373 373 Bearing: 1.0 Length 1.0 Lumber -soft, Hem -Fir, No.2, 2x8" Spaced at 16" c/c; Self Weight of 2.25 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; I SFCT10N vc_ DESIGN CODE Nos_1997: ( stress=osi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv @d = 46 fb = 1023 0.40 = L/356 0.50 = L/286 Fv' = 75 Fb' = 1173 0.40 = L/360 0.80 = L/180 fv/Fv' = 0.62 fb/Fb' = 0.87 1.00 0.63 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 850 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 75 1.00 1.00 1.00 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 1120 lbs-ft Shear : LC# 2 = D+L, V = 373, V@d = 336 lbs Deflection: LC# 2 = D+L EI= 61.92e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. .2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. • PARKIN ENGINEERING INC. 14014 NE SALMON CREEK AVE., VANCOUVER, WA 99686 x +C`0NSULTING AND STRUCTURAL ENGINEERING 50 PSF TRAFFIC SURCHURGE 04 HORIZ. -@ 12" O.G. PHONE (360) 694-8378 • FAX (360) 694-3376 email: infoC@johnwparkin.com 1/2"CQ X 10" A.B. tv 3'-0" O.C., OR AS SPECIFIED 8" "4 VERT. 6 15" O.G. (OMIT FOR H=4',5') a 4 I g 'c' O.C. i"CLR. IT' Z a a 4 g 'd' O.C. 12- DRAIN AND GRANULAR FILL WRAP DRAINAGE LATER W/ AMOCO- 4545 GEOTEXTILE U 4" MIN. OF 1" MINUS B' CRUSHED ROCK COMPACTED BASE CONCRETE Fr-' = 2500 p.s.i. REBAR: GRADE 60 . EXTERIOR WALLS BACKFILL 6- = 110 P.C.F., _ 20` (NATIVE UNSELECTED MATERIAL) PLACE BACKFILL BEFORE FRAMING ABOVE WALL 'H' 'B' 'T' 'S' 'a' 'b' 'C' 'd' 4' 3'-0" 6" 10" 3'-6" 10" loll loll 5' 3'-3 II G6J"1011 10" 4'-611 1011 loll loll 6' 3'-9" 3'-0" 10" 1" 5 1511 4'-B" 12" 10" 3'-0" 16" 12" loll o' 5'-3" 12" 10" 3'-0" 16" B" 12" B. 5'-6" 12" 12" 3'-6" 16" B1i B,l 10 6'-3" 12" 12" 4'-6" l6" 6" 6" f'ETAINING WALL 50 F&F SUfRC�4,4fRGE NO SL48 INC Amember or the Smith -Root, Inc wmim ramily or businesses www.johnwparkin.com 1143 71-0 - P-LO �- ! t , JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 0.500 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 2.750 feet heel outstand = 1.583 feet base thickness = 0.833 feet total height = 4.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg backfill slope angle = 0.00 deg iCharge = 50 psf horiz. soil force = 390 lbs overturning moment = 568 lb-ft base vertical reaction = 1212 lbs resisting moment = 1817 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 3.20 FACTOR OF SAFETY AGAINST SLIDING = 1.65 eccentricity = 0.34 feet kern point = 0.46 feet wall base moment = 3.6 k-ins heel base moment = 3.6 k-ins toe base moment = 0.9 k-ins maximum soil pressure = 772 psf minimum soil pressure = 109 psf steel at wall base = 0.025 sq. ins per ft (number 4 bars at 18 inches o.c.)* steel at heel base = 0.019 sq. ins per ft (number 4 bars at 18 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstared = 0.500 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 3.250 feet heel outstand = 2.083 feet base thickness = 0.833 feet total height = 5.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg ikfill slope angle = 0.00 deg surcharge = 50 psf horiz. soil force = 587 lbs overturning moment = 1053 lb-ft base vertical reaction = 1778 lbs resisting moment = 3116 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 2.96 FACTOR OF SAFETY AGAINST SLIDING = 1.61 eccentricity = 0.46 feet kern point = 0.54 feet wall base moment = 7.6 k-ins heel base moment = 7.9 k-ins toe base moment = 1.3 k-ins maximum soil pressure = 1.016 psf minimum soil pressure = 78 psf steel at wall base = 0.054 sq. ins per ft (number 4 bars at 18 inches c.c.)* steel at heel base = 0.042 sq. ins per ft (number 4 bars at 18 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. i i U,35b - YL--) y JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 0.500 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 3.750 feet heel outstand = 2.583 feet base thickness = 0.833 feet total height = 6.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg ',kfill slope angle = 0.00 deg charge = 50 psf horiz. soil force = 823 lbs overturning moment = 1755 lb-ft base vertical reaction = 2454 lbs resisting moment = 4919 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 2.80 FACTOR OF SAFETY AGAINST SLIDING = 1.58 eccentricity = 0.59. feet kern point = 0.63 feet wall base moment = 13.8 k-ins heel base moment = 14.8 k-ins toe base moment = 1.7 k-ins maximum soil pressure = 1267 psf minimum soil pressure = 41 psf steel at wall base = 0.098 sq. ins per ft (number 4 bars at 18 inches o.c.)* steel at heel base = 0.079 sq. ins per ft (number 4 bars at 18 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 1.000 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 4.750 feet heel outstand = 3.083 feet base thickness = 0.833 feet total height = 7.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg ,,:fill slope angle = 0.00 deg su-rcharge = 50 psf horiz. soil force = 1099 lbs overturning moment = 271.3 lb-ft base vertical.reaction = 3302 lbs resisting moment = 8943 lb-ft FACTOR OF SAFETY.AGAINST OVERTURNING = 3.30 FACTOR OF SAFETY AGAINST SLIDING = 1.60 eccentricity = 0.49 feet kern point = 0.79 feet wall base moment = 22.7 k-ins heel base moment = 20.0 k-ins toe base moment = 5.3 k-ins maximum soil pressure = 1124 psf minimum soil pressure.= 266 psf steel at wall base = 0.163 sq. ins per ft (number 4 barn at 12 inches o.c.)* steel at heel base = 0.106 sq. ins per ft (number 4 bars at 18 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel; 1.5 inches to soil face. I y 35L - F- t.S (o JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 1.000 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 5.250 feet heel outstand = 3.583 feet base thickness = 0.833 feet total height = 8.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg hale friction angle = 28.0 deg l-kfill slope angle = 0.00 deg 99co charge = 50 psf horiz. soil force = 1415 lbs overturning moment = 3967 lb-ft base vertical reaction = 4198 lbs resisting moment = 12448 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 3.14 FACTOR OF SAFETY AGAINST SLIDING = 1.58 eccentricity = 0.60 feet kern point = 0.88 feet wall base moment = 34.8 k-ins heel base moment = 32.0 k-ins toe base moment = 6.6 k-ins maximum soil pressure = 1352 psf minimum soil pressure = 247 psf steel at wall base = 0.240 sq. ins per ft (number 4 bars at 9 inches o.c.)* steel at heel base = 0.171 sq. ins per ft (number 4 bars at 12 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 1.000 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 5.500 feet heel outstand = 3.833 feet base thickness = 1.000 feet total height = 9.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg `+kfill slope angle = 0.00 deg b-.charge = 50 psf horiz. soil force = 1771 lbs overturning moment = 5556 lb-ft base vertical reaction = 4998 lbs resisting moment = 15423 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 2.78 FACTOR OF SAFETY AGAINST SLIDING = 1.50 eccentricity = 0.78 feet kern point = 0.92 feet wall base moment = 47.6 'k-ins heel base moment = 47.0 k-ins toe base moment = 8.6 k-ins maximum soil pressure = 1678 psf minimum soil pressure = 139 psf steel at wall base = 0.264 sq. ins per ft (number 4 bars at 9 inches o.c.) steel at heel base = 0.201 sq. ins per ft (number 4 bars at 9 inches o.c.)* *(code minimum) Steel grade 60,.concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. 1 f JOHN W. PARKIN CONSULTING CIVIL AND STRUCTURAL ENGINEER ---Aw 500 WASHINGTON ST VANCOUVER, WA 98660 (360) 694-8378 RETAINING WALL WITH COHESIONLESS FILL, SLOPING TOP SURFACE toe outstand = 1.000 feet front face lean = 0.000 feet width of top of wall = 0.667 feet back face lean = 0.000 feet base width = 6.250 feet heel outstand = 4.583 feet base thickness = 1.000 feet total height = 10.000 feet backfill density = 110 pcf backfill friction angle = 28.0 deg base friction angle = 28.0 deg cfill slope angle = 0.00 deg __=charge = 50 psf horiz. soil force = 2166 lbs overturning moment = 7522 lb-ft base vertical reaction = 6375 lbs resisting moment =. 22091 lb-ft FACTOR OF SAFETY AGAINST OVERTURNING = 2.94 FACTOR OF SAFETY AGAINST SLIDING = 1.56 eccentricity = 0.84 feet kern point = 1.04 feet wall base moment = 66.7 k-ins heel base moment = 68.1 k-ins toe base moment = 9.5 k-ins maximum soil pressure = 1842 psf minimum soil pressure = 198 psf steel at wall base = 0.378 sq. ins per ft (number 4 bars at 6 inches.o.c.) steel at heel base = 0.294 sq. ins per ft (number 4 bars at 6 inches o.c.)* *(code minimum) Steel grade 60, concrete 2500 p.s.i. min. Cover to steel: 1.5 inches to soil face. I= I= don" '�XaZan & ASSOCIATES IN f` GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION i FORENSIC INVESTIGAI Pol I April 22, 2011 Mr. Eddie Mounga (E-Mail) CABIAO HOME CARE 10459 59 h Avenue S. Seattle, Washington 98178 MAY 02 20111 RE: COMPRESSIVE STRENGTH TEST RESULTS Cabiao Adult Care Homes 15854 42"d Avenue S. Tukwila, Washington Dear Mr. Mounga: KA No. 096-10281 Permit No. B07105 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ryman Mercer Project Manager Pacific Northwest Division RMnkm C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States Cover brk.doc C-106 Bothell, Wa., 98011 Project No: 096-10281 Cylinder Code: 40029 Pour Date: 3/22/11 Report No: 7046 Weather: Partly Sunny Jurisdiction: City of Tukwila Permit No. 1307105 Project: Cabiao Adult Care Homes Engineer: Location: 15854 42nd Avenue S, Tukwila, WA Architect: Client: Cabiao Home Care Contractor: Cabiao Home Care Field Data % Air (ASTM C-231) Slump (ASTM C-143) 4.5 Making (ASTM C-31) X Inspector: Chris Congdon Temp. (ASTM C-1064) 60 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: Foundation walls for building and garage. Placed by pump and mechanically consolidated. Please refer to Field Report No. 137462. Consolidation Method Mechanical: Manual: Laboratory Data Field Test Results Conforming Non -Conforming Reported Batch Data Batch Time: Sample Time: 12:45 PM Truck #: 0139 Ticket #: 56160 Design Wts. Actual Wts. Mix No. P1301A P1301A Cem. (Ibs) 430 430 F. Ash (Ibs) 65 65 Agg. 1 (Ibs) 1315 1310 Agg. 2 (Ibs) 385 383 Agg. 3 (Ibs) Sand (Ibs) 1486 Water (Ibs) 248 Air Ent. (oz) 6 Glen (oz) 12 Other (oz) Other(oz) Other (oz) Water Added on Job (gal) _ Supplier: Corliss Plant Number: 2 Site Mix: Initial Curing Temps High -Low: _ Ambient Air Temperature: _ Load Size: yds Sample @ cy of Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 3/23/11 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By 40029-1 3/29/11 7 4x8 12.56 1.0 36,900 2,940 1 2 CM 40029-2 4/19/11 28 4x8 12.56 1.0 50,160 3,990 1 3 CM 40029-3 4/19/11 28 4x8 12.56 1.0 47,710 3,800 1 3 CM 40029-4 4/19/11 28 4x8 12.56 1.0 47,700 3,800 1 3 CM P.M. Review: 1( Date Reviewed: Z/- Lab Data Reviewed By R.L. Mercer Date Reviewed: 4/22/2011 1488 232 6 11.8 in cy Laboratory Test Methods ASTM C39 X ASTM C109 ASTM C617 ASTM C1231 X ASTM C780 Other Lab Test Results Conforming X Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 OF ;an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION March 24, 2011 Mr. Eddie Mounga (E-Mail) CABIAO HOME CARE 10459 59 h Avenue S. Seattle, Washington 98178 RE: CONSTRUCTION TESTING AND INSPECTION Cabiao Adult Care Homes 15854 42❑d Avenue S. Tukwila, Washington Dear Mr. Mounga: KA No. 096-10281 jPermit_No. B07105 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 137462 dated March 22, 2011. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, & ASSOCIATES, INC. YIAG4-1�� Ryman Mercer Project Manager Pacific Northwest Division RMilim C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 980110 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States KraZan & Associates, Inc. FIELD REPORT NO: L � It U L. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3P zz-1 I PROJECT #: 0`36' l02-a/ PROJECT: C'Qboo,cAt4L(I-f CoLre- LOCATION: t 5 854 - yZ tiVe S. KRAZAN PROJECT MANAGER: CONTRACTOR: _ 14ec,-IC) hCti $ JURISDICTION: i i-v (D-F -rc k',.y ICL PERMIT #: .3 0 -7 f C�5 INSPECTOR: Chris CC)r-) WEATHER: RcW-i ly 5('An n TEMP: Af rioe-d on 5','+e Dryr- Cbn+rttc-(-pr_S %0"f5+ 10 bSery 2Ic�er--Ler,+ &F C)Dncre+e i or-z UKI65 (and Mc,n;+ell ' lb"—,( +-iCke45 , ho�+ch we.i5-,-h-F . C znd \wa+er- c-xi(cNrwctnc&5 � s Vry El y eel .-Go:n5 were Clear- c� c�e�rLS .Dri eor +0 4 he- �c�cP;zPh� Equipment/Asset Number(s): To the best of my knowledge, the abov WAS WAS NOT performed in accordance with the approved s, specifications, and regulatory requirements. Superintendent/Representative: Te hn' an: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 6/' <�`l &ASSOCIATESIN. i > GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION March 30, 2011��Q�9� KA No. 0.96-10281 FPermit-No. B07105 Mr. Eddie Mounga (E-Mail) APR 0 6 2011' CABIAO HOME CARE COWWUNffy 10459 59 h Avenue S. DEVELOPAWNT Seattle, Washington 98178 RE: COMPRESSIVE STRENGTH TEST RESULTS Cabiao Adult Care Homes 15854 42nd Avenue S. Tukwila, Washington Dear Mr. Mounga: Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. J?JA�� Ryman Mercer Project Manager Pacific Northwest Division C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States Cover brk.doc Vylll IUCI FM=:PUl l FUI I I I C-106 Bothell, Wa., 98011 Project No: 096-10281 Cylinder Code: 40029 Pour Date: 3/22/11 Report No: 7046 Weather: Partly Sunny Jurisdiction: City of Tukwila Permit No. B07105 Project: Cabiao Adult Care Homes Engineer: Location: 15854 42nd Avenue S, Tukwila, WA Architect: Client: Cabiao Home Care Contractor: Cabiao Home Care Field Data % Air (ASTM C-231) Temp. (ASTM C-1064) 60 Slump (ASTM C-143) 4.5 Sampling (ASTM C-172) X Making (ASTM C-31) X Unit Wt. (ASTM C-138) Other Inspector: Chris Congdon Field Notes: Foundation walls for building and garage. Placed by pump and mechanically consolidated. Please refer to Field Report No. 137462. Consolidation Method Mechanical: Manual: Laboratory Data Field Test Results Conforming Non -Conforming Reported Batch Data Batch Time: Sample Time: 12:45 PM Truck #: 0139 Ticket #: 56160 Design Wts. Actual Wts. Mix No. P1301A P1301A Cem. (Ibs) 430 430 F. Ash (Ibs) 65 65 Agg. 1 (Ibs) 1315 1310 Agg. 2 (Ibs) 385 383 Agg. 3 (Ibs) Sand (Ibs) 1486 1488 Water (Ibs) 248 232 Air Ent. (oz) 6 6 Glen (oz) 12 11.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gal) 10 Supplier: Corliss Plant Number: 2 Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: 51 Load Size: yds Sample @ cy of cy Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 3/23/11 Cyl. Test Field Max. Comp. Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # 40029-1 3/29/11 7 4x8 12.56 1.0 36,900 2,940 1 40029-2 4/19/11 28 4x8 1 40029-3 4/19/11 28 4x8 1 40029-4 4/19/11 28 4x8 1 P.M. Review: 2jm Date Reviewed: 3-3, —6 i Lab Data Reviewed By: R.L. Mercer Date Reviewed: 3/30/2011 Break Tested Laboratory Type By Test Methods 2 MH ASTM C39 X ASTM C109 _ ASTM C617 _ ASTM C1231 X ASTM C780 _ Other Lab Test Results Conforming Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 \. m c1 &ASSOCIATES, IN �Cl GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION October 25, 2010 KA No. 096-10281 � _ Permit-No-.'o07-105 Mr. Eddie Mounga (E-Mail) CABIAO HOME CARE a� r rn C; 0; 10459 59 Avenue S. � Seattle, Washington 98178 RE: COMPRESSIVE STRENGTH TEST RESULTS Cabiao Adult Care_ _Homes r15854 42°d Avenue S. -- �Tukwila, Washington Dear Mr. Mounga: Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 71 Ryman Mercer Project Manager Pacific Northwest Division RM/lkm C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 980119 (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States e r �_, 42q--�p Cover brk.doc fa QLQlI Of lU r'%00U1L lOLV0 uynnaer Keport corm t r - tv tv. %,1 ccn rdr r'wdy J. f4h C-106 Bothell, Wa., 98011 Project No: 096-10281 Cylinder Code: 38961 Pour Date: 9/24/10 Report No: 56013 Weather: Cloudy Jurisdiction: City of Tukwila Permit No. 207105 Project: Cabiao Adult Care Homes Engineer: Location: 15854 42nd Avenue S, Tukwila, WA Architect: Client: Cabiao Home Care Contractor: Cabiao Home Cara Field Data % Air (ASTM C-231) 5.2 Slump (ASTM C-143) 4.5 Making (ASTM C-31) X Inspector: Tuyen Tran Temp. (ASTM C-1064) 68 Sampling (ASTM C-172) X Unit Wt. (ASTM C-138) Other Field Notes: Perimeter footing for building and garage. Placement by pump and mechanically consolidated. Please refer to Field Report No. 135638. Consolidation Method Mechanical: Manual: Laboratory Data Field Test Results Conforming Non -Conforming Reported Batch Data Batch Time: Sample Time: 1:00 PM Truck #: 130 Ticket #: 146677 Design Wts Mix No. P1301A Cem. (Ibs) 430 F. Ash (Ibs) 65 Agg. 1 (Ibs) 1315 Agg. 2(Ibs) 385 Agg. 3 (Ibs) Sand (Ibs) 1486 Water (Ibs) 248 Air Ent„ (oz) 50 Glen (oz) 10 Other (oz) Other (oz) Other (oz) Water Added on Job (gal) Supplier: Corliss Plant Number: 1 Site Mix: Initial Curing Temps High -Low: Ambient Air Temperature: Load Size: Sample @ cy of Actual Wts. P1301A 430 66 1313 383 yas Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 9/27/10 Cyl. Test Field Max. Comp. Break Tested Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # Type By 38961-1 10/1/10 7 4x8 12.56 1.0 38,740 3,080 1 2 MH 38961-2 10/22/10 28 48 12.56 1.0 52,520 4,180 1 3 MH 38961-3 10/22/10 28 4x8 12.56 1.0 51,280 4,080 1 2 MH 38961-4 10/22/10 28 4x8 12.56 1.0 50,840 4,050 1 4 MH P.M. Review: Date Reviewed: /0 ?s -/D Lab Data Reviewed By: R.L. Mercer Date Reviewed: 10/25/2010 1478 238 50 10 n 6TA cy Laboratory Test Methods ASTM C39 X ASTM C109_ ASTM C617 _ ASTM C1231 X ASTM C780 _ Other Lab Test Results Conforming X Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 s _' ,�orxazan & ASSOCIATES, IN� GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTTON fiVE`S-TING & INSPECTION FORENSIC INVESTIGATION OCT 1 R 9010, October 4, 2010 KA No. 096-102 - ° u Pe o. B07105—� Mr. Eddie Mounga (E-Mail) v� CABIAO HOME CARE 10459 59"' Avenue S. Seattle, Washington 98178 RE: COMPRESSIVE STRENGTH TEST RESULTS Cabiao Adult Care Homes 15854 42nd Avenue S. Tukwila, Washington Dear Mr. Mounga: Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. X4� Ryman Mercer Project Manager Pacific Northwest Division RMAkm C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States Cover brk r\Id/-dll d11U /155Ul:IdLUb c;yi�naer Keport t-orm 1 �1-1IJ IV. I.iICCK r'dlKwdy J. 06 Bothell, Wa., 98011 Project No: 096-10281 Cylinder Code: 38961 Pour Date: 9/24/10 Report No: 56013 Weather: Cloudy Jurisdiction: City of Tukwila Permit No. 207105 Project: Cabiao Adult Care Homes Engineer: Location: 15854 42nd Avenue S, Tukwila, WA Architect: Client: Cabiao Home Care Contractor: Cabiao Home Care Field Data % Air (ASTM C-231) 5.2 Temp. (ASTM C-1064) 68 Slump (ASTM C-143) 4.5 Sampling (ASTM C-172) X Making (ASTM C-31) X Unit Wt. (ASTM C-138) Other Inspector: Tuyen Tran Field Notes: Perimeter footing for building and garage. Placement by pump and mechanically consolidated. Please refer to Field Report No. 135638. Consolidation Method Mechanical: Manual: Laboratory Data Field Test Results Conforming Non -Conforming Reported Batch Data Batch Time: Sample Time: 1:00 PM Truck #: 130 Ticket #: 146677 Design Wts. Actual Wts. Mix No. P1301A P1301A Cem. (Ibs) 430 430 F. Ash (Ibs) 65 66 Agg. 1 (Ibs) 1315 1313 Agg. 2 (Ibs) 385 383 Agg. 3 (Ibs) Sand (Ibs) 1486 Water (Ibs) 248 Air Ent. (oz) 50 Glen (oz) 10 Other (oz) Other (oz) Other (oz) Water Added on Job (gal) _ Supplier: Corliss Plant Number: 1 Site Mix: Initial Curing Temps High -Low: _ Ambient Air Temperature: _ Load Size: yds Sample @ cy of Design Strength: 3,000 @ 28 days Date Specimens Rec'd: 9/27/10 Cyl. Test Field Max. Comp. Code Date Cure Age Dimension Area C.F. Load (Ibs) Str. (psi) Set # 38961-1 10/1/10 7 4x8 12.56 1.0 38,740 3,080 1 38961-2 10/22/10 28 4x8 1 38961-3 10/22/10 28 4x8 1 38961-4 10/22/10 28 4x8 1 P.M. Review: ��G? Date Reviewed: - - /o iv Lab Data Reviewed By: R.L. Mercer Date Reviewed: 10/4/2010 1478 238 50 10 n r�7 cy Break Tested Laboratory Type By Test Methods 2 MH ASTM C39 X ASTM C109 ASTM C617 ASTM C1231 X ASTM C780 Other Lab Test Results Conforming Non -Conforming This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Cylinder Report Effective Date: 4-08-2009 r 7 .-- . <razan C & ASSOCIATES, IN GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 29, 2010 -, - KA No. 096-10281 Permit Mr. Eddie Mounga (E-Mail) -OCT 18 2010 — 1 S CABIAO HOME CARE 10459 59`h Avenue S. Seattle, Washington 98178 RE: CONSTRUCTION TESTING AND INSPECTION Cabiao Adult Care Homes 15854 42nd Avenue S. Tukwila, Washington Dear Mr. Mounga: In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 135638 dated September 24, 2010. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, D& ASSOCIATES, INC. _ Ryman Mercer Project Manager Pacific Northwest Division C.C. City of Tukwila 11715 N. Creek Parkway South Ste 106, Bothell 98011• (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States Cover dfr - Bothell t�Yz-96AAAKraZan &Associates, Inc. FIELD REPORT NO: 135638 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9 - 2. 15!� -1 U PROJECT #: eJ% cG f O 2 aw / PROJECT. Wi n' 0 LOCATION:�J�iS KRAZAN PROJECT MANAGER: ,/212�2 Equipment/Asset Number(s): CONTRACTOR: e e3 -- -;n fro-rye('�' _ JURISDICTION: %U,6cu7' 6 PERMIT #: INSPECTOR: WEATHER: TEMP: To the best of my knowledge, the above AS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Te ian: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This of ation ' subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others site. The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 PARKIN ENGINEERING INC. 14014 NE -SALMON CREEK AVL., VANCOUV) R, WA98686 CONSULTING AND STRUCTURAL ENGINEERING PHONE (300)694-3378• FAX (360) 694-3376 email: infoOiohnwparkinxom July 16, 2012 Leonard Cabiao A11y Re: Cabiao Adult Family Home, 15854 42 Ave. S P/N D07-105 Item1 from inspection No. 8, 07/05/12 Leonard: Concerning Item #1, you mentioned during our phone conversation last week that you have resolved all of the other items under this comment with the exception of the studs taller than 10 ft. According to our conversation, you mentioned that the garage studs are 12'-6n tall as a result of the foundation being dug out further than expected. I have reviewed the loading on the walls and found that the 2X6 studs as indicated per our plan are adequate at 12'-6". Attached you will find the necessary calculations for verification. Very truly yours, VBnVian Parkin Engineering, Inc. REVISION. t>O REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukwila BUILDING DIVISION W1 RECEIVED JUL 17 2012 PF- ,RMAT CENTER $MITit-RQDi INC. A member of the Smah-Root. Ina 1;, ruridW.fmvcro familyofbusine ses www.johnwparkiii.com Za2006 Projects\14000\14356\Correspondence\Field changes 7-5-12.doc PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. VANCOUVER, WA 98686 Hof RDo12- pL- W J. fJc) LopfD 1z Ps f-. (!5 f cr�s�.l r t 2 s� Z�� -t v x � o = �3 mil, 2a.-i"5' �- �X io 7-7 80(q2' 1S ?2S W = 11 r5 F W 3IJID N wao-5-15. A member of the Smilh-Root. Inc family of b¢emmm 1g3s�--ST1 (360)694-8378 FAX (360) 694-3376 www.johnwparkitLcom I g3s(.0 - sT 2 COMPANY PROJECT W ) )d Y Y orks® iotlWARt tab WOOD DESWN JWy * 201210:53 V-51t(all studs Design Check Calculation Sheet WoodWorks Sizer g.14 Loads: •Tr utary N3dth n) Lateral Reactions (Ibs): 17-r m DF 0 a 0' 17 7" 1Z-6" tall Stud Wall Lumber Stud, D.Fir-L, No.2, 24 (1412"xS-112'1 Support Lumber Stud Bottom plate, D.Fir"I. No.2; Bearing length = stud Ukknass Spaosd at 16.0" di% Total length: 17 7.0- Paned base; Load face = width(b); Ke x Lb: 1.00 x 0.00= 0.00 tit); Ke x Ld: 1.00 x 12.58=125E tflj Lateral support top = Lb, bottom = Lb; Repetitive factor. applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) „sing NDS 2005: Additional Data: - FACTORS: F/E(psi)CD CH Ct CL/CP CF Cfu Cr Cfrt Ci LCA Fv: 100 1.60 1.00 1.00 - - - - 1.00 1.00 8 Fb•+ 900 1.60 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 8 Fc' 1350 1.00 1.00 1.00 0.380 1.100 - - 1.00 1.00 2 W comb 1350 1.60 - - 0.250 - - - - - 9 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 S Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 8 Fc* 1350 1.00 1.00 1.00 - 1.100 - - 1.00 1.00 2 Fcp sup 625 - 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC A8 .6D+N, V - 101, V design 101 lbs ` Bending(+): LC 08 - .6D+N, H = 317 lbs-ft Deflection: LC 60 = .6D+N (live) LC 88 - .6D+N (total) Axial LC A2 - VtL, P = 951 lbs Combined : LC 69 = D+tl; {1 - fc/FCE) = 0.92 Support LC 02 - D+L; B - 951 lbs, Cap - 5508, Lb = 1.50', Cb = 1.07 D=dead L-live S=snow N-wind 3=impact Lr=roof live Lc=concentrated E-oarthquaie - All LC's are listed in the Analysis output Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI - 33eO6 lb-in2 'Live' deflection - Deflection from all non -dead loads (live, wind, snow-) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWoft analysis and design are in aaordance with the ICC International Building Cade (IBC 20091 the National Design Spe�calion (NDS 2005). and NDS Design Supplement 2. Please verify that the default deflection limits are appropriate for your application" Load Typo Distribution Fat- tern Location Iftl start End HagnitUde start End Unit Loe 1 Dea Ax a UDI, Ecc. = 280 p Laad2 Live Axial UDL (Ecc. = 0.00') 415 plf Load3 Scow )uttal UDL {Ecc. - 0.00^1 125 plf Load4 Wind Full Area 12_0D 116.0)` psf Self -weight Dead Full UDL 2.p if Unfactored• Dead Live Snow .Ind lot Factored: 10t L->R 101 Load comb AB' 101 Ae Criterion Anai sis value Desi Value Anal sis/Deli Shear fv 1 E}v• - fv f'v = ,06 pending(+} lb = 502 Fb' 2353 fb/Fb' - 0.23 Axial fc - 115 Fc' = 564 fc/Fc' = 0.20 Axial Bearing fc 115 Fc• 1985 fe/Fc+ = 0.08 Support Bearin Pcp = 115 Fcp -668 lcp/Fcp +• 0.17 Combined {axia compression + s de toad bending) Eq.3.9-3 0.26 Dead Defl•n negligible Live DeEl'n 0.27 = J./557 0.84 - L/180 0.32 Total Deli•n 0.27 = L/557 0.84 = L/180 0.32 CONTENTS: 14356 ST1 - ST2 ADULT FAMILY HOME LEN CABIAO WALL STUD ENGINEERING BK 7116112 JOB # 14356 15854 42ND AVE TUKWILA, WA PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694-8378 VANCOUVER, WA.98686 FAX (360) 694-3376 WWWJOHNWPARKIN.COM .PARKIN ENGINEERING INC. 14014ft- SALMON CREEK AW, VANCOUVER, WA 98686 CONSULYING AND STRUCTURAL ENGINEERING PHONE (360)694-8378• FAX (360) 694-3376 email: infh@,johnwparkinxom February 3, 2012 Leonard Cabiao Re. Cabiao Adult Family Home, 15854 42 Ave. S P/N D07-105 Items 4 and 5 from inspection No. 6, 1-30-12 Leonard: For Item #i4, where you have notched pony wall studs to clear anchor bolts, you need to sister on an additional stud. Concerning Item #5, we have reviewed your ,photos of the construction. Attached please find two details (9 and 10) for holddowns through pony walls. Note that Detail 9 should not be used if the pony wall ,is more than two feet high, which appears to be the case in much of your project. Where your anchor bolt spacing does not meet the specified requirements, it is sufficient to add enough retrofitted anchor baits to achieve the carrect total number under each shearwall. The spacing does not have to be uniform. You may use Simpson Titen HD 5/8 x 5 screw anchors embedded 3'/20, and the City°s required washers. Very truly yours, fk""r„ Yfq� 't,." John Parkin Ors; Parkin Engineering, Inc. 29fs5 ; r.. REVISION. N0; I Doi- 105 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2012 City of Tukw la BUILDING DIVISION RECEIVED JUL 17 2012 PEWITCEN, TER -R00'rT IMC AmumbaoftIn new,,,itlrRuw,lna famwww.john-svparkin.com tafMnwtawKGe �yoEbususinesses Z:VO06 Projects%140=143561CarrespondeneelField changes 2-3-12_doc ma'. PONY WAI MATCH SHEARWA SPECS OF WALL ABC NOTE: SEE SHEARW/ SPACING AND (DBL.) 2X, 4X, OR 6X AS REQUIRED BY HOLD-DOWN SCHED. HOLD-DOWN STRAP HTT16 MSTC52 HDU2 MSTC40 HDU5 MSTC66 HDUS (2) MSTC52 SOLID DBL. BLOCKING MATCH STUD ABOVE HOLDDOWN ROD DIA. HTT16 "I, HDU2 5/S" HDU5 5/S" HDUS 7/S" FOUNDATION STEMWALL FOUNDATION FOOTING #4 T & B MINIMUM (LOCAL 'BUILDING OFF➢C➢ALS MAY REQUIRE MORE) HOLDDOWN AT PONY WALL OVER 24" HIGH SCALE= NTS q31) J, - PONY TO W SHEAI SPEC: WALL NOTES. SEE SHEAkw,vLJ- .pc..MtUUL= FOR A.B. SPACING AND SILL PLATE SIZE (DBL.) 2X, 4X, OR 6X AS REQUIRED BY HOLD-DOWN SCHr=D. HOLDDOWN ROD DIA. HTT15 518" HDU2 5/8. HDU5 5/8. HDU8 7/8" HHOO14 V, SOLID DBL. BLOCKING MATCH STUD ABOVE FULL-STRENGTH COUPLER AS REQUIRED FOUNDATION STEMWALL FOUNDATION FOOTING #4 T$ 8 MINIMUM (LOCAL BUILDING OFFICIALS MAY REQUIRE MORE) HOLDDOW V AT PONY WALL UP TO 2-! �"JIG 009 0/ 11 l7a7-�os- 0 22 12 04,10p HAPPY HOME LLC p.t i February 22, 2012 o Leonard F. Cabiao 19010 112th Place SE Renton, WA 9BOSS-7158 ph. #42 5-793-M 5 Fax#42S-793-SB09 Attn: Mr. Sohn Parkin Parkin Engineering Services 14014 Salmon Creek AvllnU4 Vancouver uA 99686 vh#360-694-8378 Fax#360-694-3376 RE: Letter oated 2/03 bri Caao Adult Fami y Hore Project 1sss4 42nd Avenue south 67ukwi7a, WA 98188 near Mr. Parkin: RECEIVED This letter is to request Your approval to use the Red Head concrete Anchoring system instead of tile Sinpsoa Titen HDSl8 down the above reference project. screw Anchors as hold on FEB 2 4 2012 Please give me your suggestion if there is sane thing else for the City inspector better or note to confirm your approval to see_ i have inspection appointment tomorrow February 23, Z012. ��R���� Thank you very much for yon�r continued help. Sincerel , f_ LQ�NARD F. CABIAO ' Ph#206-856-S211-Cell V V WX &T,rV Itch — sy, iY 0 S&EE SOIL & ENVIRONMENTAL ENGINEERS, INC. DAILY FIELD REPORT To: Mr. Leonard Cabiao Date: 9-24-10 S&EE J b No.: 703C Engineer: CJ Shin Job Name: Adult Family Home Page: 1 of 1 Location: 15854 42nd Ave. S, Tukwila, WA Day: Friday Weather: Cloudy S&EE support C.J. Soil & c'shin (ph) 4: been retained by you to provide geotechnical services for the project. We have monitored the i of footing subgrade from 9-20-10 to this date. Based on our observation, it is my opinion that the has performed the preparation per our recommendations and the subgrade will have the capacity to design loads. PhDD., P-.E. vironmerital Engineers, Inc. D 6-7-IdS 6c,o Af ro O,k( City of Tukwila Department of Community Development 5/2/2019 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not,begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/16/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/16/2019, 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, W"a, ,: Kandace Nichols Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Department of Community Development March 21, 2019 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Correction Letter # 1 to Revision #3 DEVELOPMENT Permit Application Number D07-105 CABIAO ADULT FAMILY HOME - 15854 42 AV S Dear LEONARD F CABIAO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size I Ix17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Revision specifies revising of driveway and retaining wall east and south side. Plans do not clearly, show the proposed revision. Provide plans that clearly show the driveway and retaining wall. Cloud the revised items for clarity and name them. Provide retaining wall details if not previously provided or indicate if already installed under a previous permit. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Based on Public Works resent site visit a segment of an asphalt driveway was installed and another driveway segment is staked. Please show current conditions on plan. 2) Original approval was for an adult family home which requires additional parking, but now per conversation with the property owner it has changed to single family home, so parking area is optional. Please show the final driveway design and site conditions. Driveway shall be sloped to the to prevent sheet flow to the adjacent lot on the south. 3) Please evaluate storm drainage design. Is the existing CB north of the driveway adequate to pick up drainage or are storm drainage modifications needed? Please show arrows for drainage flow directions. 4) I have enclosed some of the drawings that were part of the original Building permit no. D07-105 submittal (for reference only). 6300 Southcenter Boulevard Suite #100 o Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two-Q sets of revised plan pages, 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. Sincerely, 2:kk) Bill Rambo Permit Technician File No. D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 September 26, 2018 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Ph 206-856-5211 Permit Center City of Tukwila, Dept of Community Developement 6300 South Center Blvd, Suit #100 RE: Letter of Intention D Q 7— � 0,5 15854 42nd Av S Tukwila, Wa. 98188 Dear Sir, RECEIVED, CITY OF TUKWILA SEP 2 6 2018 PERMIT CENTER This is to let you know that I am changing my intention about this property. It was plan to be use for Adult Family Home, but I would like to change it from Adult Family Home into a Residence. Thank you for your cooperation concerning this matter. Scerely, LION A D F. C A B I AT Page 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 2, 2018 Leonard F. Cabiao 19010 112" PI SE Renton, WA 98055 RE: Request for Extension #14 Permit Number D07-105 Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit D07-105. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 30, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle 'pley Permit Technician File: Permit No. D07-105 Tukwila City Half • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov September 26, 2018 Leonard F. Cabiao 19010 112th PL SE Renton Wa 98055 Ph# 206-856-5211 Mr. Bill Rambo Permit Technician City of Tukwila Dept of Community Developement 6300 South Center Blvd, Suit #100 RE: Permit No. D07-105 Dear Mr. Bill Rambo, RECEIVED CITY OF TUKWILA SEP 2 6 2018 PERMIT CENTER This is in rensponse to your letter dated September 5, 2018. I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit one more time to another 6 months due to the fact that I need more time. As of now, I am waiting for the approval of the Revision plan of the Erosion control that was submitted to your Office September 14, 2018. Thank you for your cooperation concerning this matter. S'ncerely, Request for Extension # I,' EONARD F . CABIAO Current Expiration Date: �0 Extension Request: Approved for days ❑ Denied (provide explanation) Signature/Initials Page 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 9/5/2018 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/30/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/30/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely,1`ac pp 5 ,(/ Bill Rambo Vay Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jin1 Kaggerlon. Mayor Department of Community Development Jack Pace, Director April 20, 2018 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #13 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through October 30, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, c Bill Rambo Permit Technician File: Permit No. D07-105 hops:lltu",ilaiva-my.sharepoint.com/personallbill_rambo_tultivilawa_gov/Documents/Former HDrive/D07-105 Permit Extension 13.docx 6300 Soulhcenter Bottlenard, Suite 9100 • Tubvila. Washinglon 98188 • Phone 206-431-3670 • Fax 206-431-3665 uei-ley rermii extension Aril 13, 2018 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Mr. Bill Rambo Permit Technician City of Tukwila Dept. of Community 6300 South Center _ I Request for Fxtensioz # 13— Current Expiration Date: Extension Request: ---� Approved for days ❑ Denied (provide explanation) Signature/initials Development Blvd, Suit #100 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42nd Av S Tukwila, Wa. 98188 Dear Mr. Rambo, This is in response to your letter dated March 1, 2018 I am so aware that my permit as reference above is soon to expire. In this regard, I am asking you favor to please reconsider extending my permit one more time to another 6 months because I am still preparing everything for final inspection. All of the rough in jobs are done and passed inspection except the gas piping which I am putting in the permit application today. Also I am waiting for the Seattle City Light to install the main Electrical Power which is supposed to be next week. I hope this would allow me enough time to complete everything to final inspection Thank you very much for your favorable consideration concerning this request. Sincerely yours, RECEIVED CITY OF TUKWILA APR 13 2018 rEf&R�F. CABIAO Owner/Builder 206-856-5211 PERMIT CENTER Page 1 QD City / Department of Community Development 3/1/2018 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/30/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/30/2018, 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, Bill Rambo Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 8/31 /2017 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/26/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/26/2017, 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, c Bill Rambo Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director April 4, 2017 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #10 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through October 26, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, W"Wi Rachelle Riple Permit Technician File: Permit No. D07-105 WAPermit Center\Extension Letters\Permits\2007\D07-105 Permit Extension #7.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 April 3, 2017 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Mr. Bill Rambo Permit Technician City of Tukwila Dept. of Community Developement 6300 South enter Blvd. Suite #100 RE: Permit No. D07-105 15854 42nd Av. South Tukwila, Wa. 98188 Dear Mr. Rambo, This is in response to your letter March 1, 2017 about my permit No. D07-105 is expiring April 26, 2017. 1 am aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months due to the Electrical and Plumbing job is still in progress. I just had an Electrical inspection March 28, 2017. At this time, I am working on the Electrical and the Plumbing job. I hope this would give me more time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Sincerely yours, kBCat,r ao rldd Fiue— 206-856-5211 1 Request for Extension # q 10 Current Expiration Date: 4 . (1 Extension Request: Approved for old days —� ❑ Denied (provide explanation) Signature/initials — I hV l RECEIVED CITY OF TUKWILA APR 0 3- 20V PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 3/1/2017 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/26/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/26/2017, 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, Bill Rambo Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Jim Haggerton, Mayor �4t ® Department of Community Development Jack Pace, Director October 21, 2016 Leonard F. Cabiao 15854 42nd Ave S Tukwila, WA 98188 RE: Request for Extension #9 Permit Number D07-105 Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit D07-105. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 26, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, L161 �Fjnvj- Rachelle Ripley Permit Technician File: Permit No. D07-105 WAPermit Center\Extension Letters\Permits\2016\M16-0013 Permit Extension #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 October 5, 2016 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Mr. Bill Rambo Permit Technician City of Tukwila Dept. of Community Developement 6300 South Center Blvd. Suite #100 RE: Permit No. D07-105 15854 42nd Av South Tukwila, Wa. 98188 Dear Mr. Rambo, This is in response to your letter about my permit No.D07-105 is expiring October 26, 2016. I am aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months due to the Electrical job is still in progress. I just had an Electrical inspection today October 5, 2016. At this time I am still working on my Electrical job. I hope this would give me more time to continue and finish my project. Thank yo very much for your favorable consideration concerning this request. Sincerely yours, L on rd F. Cabia ner/Builder 206-856-5211 Request for Extension # Current Expiration Date: Extension Request: ,Approved for ,� d days ❑ Denied (provide explanation) /` Signature/Initials RECEIVED CITY OF TUKWILA OCT 0 5 2016 I PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 9/2/2016 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/26/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/26/2016, 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, Rachelle Ripley Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ® ¢= City of Tukwila Jim Haggerton, Mayor ® Department of Community Development Jack Pace, Director April 22, 2016 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #8 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through October 26, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, AMMIVA` J111 Rachelle Ripley Permit Technician File: Permit No. D07-105 W:.Vermit CenteAExtension Letters\Permitr\2007\D07-105 Permit Extension #7.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 28, 2016 Leonard F. Cabiao 19010 112th PL SE Renton Wa 98055 Mr. Bill Rambo Permit Technician City of Tukwila Dept of Community Development 6300 South Center Blvd. Suite # 100 Re: Permit No. D07-105 15854 42nd Av South Tukwila, WA. 98188 Dear Mr. Rambo, This is in response to your letter about my permit No.D07-105 is expiring April 26, 2016. I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months due to the Electrical job is in progress. Also my plumbing inspection was just done March 18, 2016 and had a passed inspection result. At this time, I am currently working on the Electrical job. I hope this would give me more time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Sincedrely yours,, eonard F. Cab'iao wner/Builder 206-856-5211 RECEIVED CITY Of Tlf#,CWILA MAR 2 8 2016 PERMIT CENTER Request for Extension # 8 I Current Expiration Date: 4 � Extension Request: /I Approved for I �U days ❑ Denied (provide explanation) Signature/Initials I City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 3/1/2016 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/26/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/26/2016, 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, Bill Rambo Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • ''! City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director October 7, 2015 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #7 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through April 26, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, c Bill Rambo Permit Technician File: Permit No. D07-105 WAPermit Center\Extension LetterAPermits\2007007-105 Permit Extension #7.docx 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 October 2, 2015 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Mr. Bill Rambo�-t1niV Permit Technician City of Tukwila Dept of Community Development OCT 0 2 20,15 6300 South Center Blvd. Suite # 100 PERMIT CENTER Re: Permit No. D07-105 15854 42nd Av South Tukwila, WA. 98188 Dear Mr. Rambo: This is in response to your letter dated 9/1/2015 I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months due to the current Plumbing job is in progress. My last Plumbing inspection was 9/25/2015. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. cerely yours, rARD F . C IAO Request for Extension* '7 er/Builder Current Expiration Date: -856-5211 Extension Request: //\\ Approved fore days ❑ .Denied (provide explanation) Signature/Initials 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 9/1/2015 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/26/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/26/2015, 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, Bill Rambo2 Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 31, 2015 Leonard F. Cabiao 19010 112th PL SE Renton, wa. 98055 Ph # 425-793-9495 Mr. Bill Rambo Permit Technician City of Tukwila Dept of Community Developement 6300 South Center Blvd, suite #100 Re:Permit No. DO7-105 15854 42nd AV South Tukwila, wa. 98188 Dear Mr. Bill Rambo, ROCENM e" OF TUWWILA HAR 31 015 This is in response to your letter dated March 2, 2015. I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months, due to the fact that I am currently working on the Electrical rough in, under the permit number EL14-1188. and secondly, I just turn in the Plumbing permit application last week. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Si cerely yoursQ-� -� 1(Ton duFldCaoBi rl 8561 Request for Extension # Current Expiration Date: !:j"XL— is - Extension Request: ,I Approved for days ❑ Denied (provide explanation) Signature/Initials .t¢ City of Tukwila Jim Haggerton, Mayor t • Department of Community Development Jack Pace, Director April 1, 2015 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #6 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through October 26, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D07-105 WAPermit CenteAEXtension LettersTermits\2007007-105 Permit Extension #6.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 3/2/2015 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/26/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/26/2015, 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, -b Bill Rambo Permit Technician File No: D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 9, 2014 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #5 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through April 26, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Jennifer Marshall er it Technician File: Permit No. D07-105 WAPernit CenteAExtension LettersTermits\2007007-105 Permit Extension #5.docx 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ... X2nd Permit extention request September 18,2014 Leonard F. Cabiao 19010 112th PL SE Renton, Wa. 98055 Ph#425-793-9495 Ms. Jennifer Marshall Permit Technician City of Tukwila Dept of Community Development 6300 South Center Blvd, Suite #100 RE: Permit No. DO7-105 15854 42nd AV South Tukwila, Wa. 98188 Dear Ms. Marshall OW A ve 18 2014 PERMIT CF-NTF This is in response to your letter dated September 2, 2014. I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my permit to another 6 months, due to the fact that currently Fire Sprinkler drawing and specification is in progress. I have attached my contract and Invoice for your reference and review. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Sincerely yours Leon rd F. Cadiao owner/Builder "206-856-5211 Page 1 E1011F_1,,1E PROTECTION PROPOSAL #: 07312014CABAiOOI 14401 Issaquah -Hobart Rd SE' Issaquah, WA 98027 ATTN: LEONARD CABAIO (425) 271-5598 Office ` (425) 369-6899 Fax PHONE: 206-856-5211 State Lic. tf MOOREFP116NP EMAIL: u2menus9@gmail.com SUBMITTED TO: JOB SITE: LEONARD OABA➢O ADULT HOME 11916 SE 167TH 15854 42VD AVE S RENTON, WA 98058 TUKWILA, WA 98188 PROPOSAL NFPA 13 DESIGN JOB DESCRIPTION R'e hereby propose to furnish all labor & material necessary to install the fire sprinkler system throughout the above project as per NFPA 13 and the Tukwila Fire N4arshal. Vote: Bid assumes adequate water pressure and volume will be available at the point of connection. Note: Bid is based on the assumption that the design will be approved using a NFPA 13 design. Note: Scope of work to begin at a flange left by others within the sprinkler riser room. The sire of this flange and its location is to be determined by the fire sprinkler cneincering. Dote: Double check valve and FDC are to be installed outside in a vault by others. Dote: All areas of the building are to be maintained it a minimum of42deg F at all times. \Moore Fire Protection's warranty of work does not cover freeze related issues. Note: Permit fees of $700.00 have been included in this proposal, if these fees arc exceeded the difference will be billed. Add/Alt: Engineering can be broken Out separately at a cost of $3,750 00. This amount will be deducted from the contract amount below. if you would like to exercise this Add/Alt, Please sign here and return this proposal to MF EXCLUSIONS Underground Supply, painting, double check valve, electrical, alarm work, seismic bracing calculations, fire pump, and sales tax. The above work is to be performed according to the fire sprinkler drawings and specifications submitted for above work and completed in a workman like manner for the base bid sum of: (Twenty-eight thousand, three hundred and.......................................................00/100 dollars + tax) AMOUNT: ($28,300.00 + tax) WITH PAYMENTS TO BE MADE AS FOLLOWS ($9,500.00 + tax) is due before the submittal of the Fire Sprinkler drawings. The remainder is due in progress payments in proportion to the completion of the job with payment due by the 10'" following the invoice date. The amount proposed on this contract will expire 60 dacs from the date on this proposal. If a decision cannot be reached within the 60 days, please contact Moore Fire Protection to re-evaluate the contract amount. ANY ALTERATION OR DEVIATION FROM THE ORIGINAL WORK OR DESIGN SPECiFICED WHEN THIS CONTRACT WAS WRITTEN WILL REQUIRE A SIGNED CHANGE ORDER WITH PAYMENT FOR THE CHANGE ORDER TO BE PAID BY YOU, iN FULL, BY THE 10"' OF THE FOLLOWING MONTH THAT THE WORK WAS COMPLETED. Moore Fire Protection's policy is to provide the best quality service possible in the time franc requested by you as the signer of this agreement. but all agreements are contingent upon strikes, accidents, illness, or any other delays beyond our control. Owner is to carry fire, tomado and other necessary insurance on above work. RESPECT L%Y SUBMITTED: Don Barber DATE 7/31/14 ivTFP initials: _ � _ Owner initials: 4;__c,- Pe I of'_ 'P, Moore Fire Protection 14401 Issaquah-Hobard Rd. SE [3 Suite 201 REIssaquah, WA 98027 Bill To Leonard Cabaio 11916 SE 167th Renton, WA 98058 Description Fire Sprinkler Engineering Thank you for you business and appreciate your prompt payment! If you have any questions please contact our office at 425-271-5598, or email tiffany@moorefire.com. Ship To Adult Home 15854 42nd Ave S Tukwila, WA 98188 Invoice Date Invoice # 8/22/2014 3956 P.O. No. Terms Project Adult Home Current Amt Due 3,750.00T Subtotal $3,750.00 Sales Tax (9.5%) $356.25 Total $4,106.25 Payments/Credits $0.00 Balance Due $4,106.25 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 9/2/2014 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/28/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/28/2014, 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, l r Marshall Technician D07-105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director April 8, 2014 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #4 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit through October 28, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, tMar KRAenn fell er tan File: Permit No. D07-105 WAPermit CenteAExtension Letters\Permits\2007\D07-105 Permit Extension #4.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 untitled April 2, 2014 Leonard F. cabiao 19010 112th PL SE Renton, wa. 98055 Ph#425-793-9495 Ms. .Jennifer Marshall Permit Technician City of Tukwila Dept of Community Development 6300 South Center Blvd. suite #100 RE: Permit No. DO7-105 15854 42nd AV South Tukwila, WA 98188 Dear Ms. Marshall: 0 APR 0 2 2014 PERWO& M This is in response to your letter dated March 3, 2014. I am so aware that my permit as reference above is soon to expire. In this regard, I am asking your favor to please reconsider extending my per it to another 6 months, due to the current siding job is in progress. Picture7attached. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Si cerely yours, O RD F. CAB 0 ner/Builder 206-856-5211 'qllN APPkvo -Ta <-Cc-)1C1J)9 LA0) iL- ) 0[z6Ji4 , Page 1 City of Tukwila Department of Community Development 3/3/2014 LEONARD F CABIAO 19010 112 PL SE RENTON, WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director New ►nspect•iOn Request Line 206 438- 9350 In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/28/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/28/2014, 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, Jenn fer )Marsh 11 er it Te nic n File No: D07-105 6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 a Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 6, 2013 Mr. Leonard F. Cabiao 19010 112 PL SE RENTON, WA, 98055 RE: D07-105 Dear Mr. Cabiao: As you near completion of the above permit, please remember that you will need to meet the conditions of the associated tree clearing permit (1-09-015). For you convenience I have attached a copy of the Notice of Decision from 2009, which outlines the various conditions for the tree plantings. These conditions will need to be complied with prior to issuance of a certificate of occupancy for D07-105. If you have any questions, plea 7Bradon AJMWi Senior Planner 1-3684 or send an email to Brandon. Miles@Tukwilawa.gov. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Maggerton, Mayor Department of Community Development Jack Pace, Director November 17, 2009 NOTICE OF DECISION TO: Leonard Cabio King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project File Number: Applicant: Tyne of Permit Applied for: Project Description: Location: Associated Files: Comprehensive Plan Desimation/Zoning District: I. PROJECT INFORMATION L09-015 Leonard Cabio Tree Clearing Permit Removal of trees on steep slope. King County Parcel 810860-0582 D07-105 (Demo Permit) D08-147 (Building Permit) RFA08-340 (Code Enforcement) Low Density Residential (LDR) H. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development has determined that the application for a tree clearing permit does comply with applicable City and state code requirements and has approved that application, subject to the following conditions: 1. Per TMC 18.54.150 (C) the tree clearing permit shall be valid for 180-days upon issuance by the City. All work, required inspections, required documentation shall be provided to the City prior to expiration of the permit. BM Page 1 of 3 HATree PermiAL08-059WOD Type Ldoc 11/17/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 2. All work performed shall be consistent with the recommendations provided in the Tree Solutions Memo and Rosenau Report. 3. All work must be performed in accordance with the approved Permit plans specified in this chapter or revised plans as may be determined by the Director. The applicant shall obtain permission in writing from the Director prior to modifying the plans. 4. Vegetation protective devices shall be installed around all trees and vegetation not proposed to be removed. 5. The applicant shall at all times protect improvements to adjacent private properties and public rights of way or easements from damage during clearing. The applicant shall restore to the standards in effect at the time of the issuance of the permit any public or private improvements damaged by the applicant's operations. 6. All protected and replacement trees and vegetation shown in the approved tree clearing permit materials shall be maintained in healthy condition by the property owner throughout the life of the project, unless otherwise approved by the Director in a subsequent Tree Clearing Permit. 7. Prior to final approval the applicant shall provide the City an estimated payment of $2433.60 to be paid into the City's Tree Fund in order to mitigate the 48 trees that cannot be planted on the site. The City's estimate was based on a per tree cost of $50.70 per tree as outlined in the staff report. Alternatively, the applicant may provide a cost estimate for the city's approval of the actual cost of installing the plantings on their subject property. The cost estimate shall include the scope outlined in the staff report. All labor costs must reflect prevailing wage. 8. Prior to final approval the applicant shall provide the City the cost of all vegetation installed on the subject property as required under this permit. The City shall verify the costs and the applicant shall provide the City a financial guarantee of 150 percent of the cost of the vegetation. The financial guarantee shall be held with the City for one year following the City's acceptance of the initial planting. The City shall re- inspect in one year and if the vegetation planted under this permit is still alive shall refund the financial guarantee to the applicant. It's the applicant's responsibility to insure that the City has access to the property for the follow up inspection. If the applicant sells the property the applicant must insure that the City can legally access the property to conduct the City's re -inspection. M. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision that is by December 1, 2009. The requirements for such appeals are set forth in Tukwila Municipal Code Ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing parry's behalf. BM Page 2 of 3 11/17/2009 HATree Permit\L08-059\NOD Type Ldoc A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee based on the current fee schedule. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any parry wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon J. Miles, who may be contacted at 206-431-3684 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. VII. DISCLAIMER Removal of any tree that may be dangerous and pose an immediate threat to public safety or property maybe commenced without the need for a permit from the City. Compliance and mitigation may still be required for the removal of a tree deemed "dangerous" if the tree is located with a sensitive area buffer. Department of Community Development City of Tukwila BM Page 3 of 3 11/17/2009 HATree Permit\L08-059\NOD Type Ldoc City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 07-01-2013 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 08/21/2013 , 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, Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City ®f Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director January 16, 2013 Leonard F Cabiao 19010 112 Place SE Renton, WA 98055 RE: Request for Extension Denial Development Permit Number D07-105 Cabiao Adult Family Home —15854 42 Av S This letter is in response to your written request for an extension to Permit Number D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be not be extending the expiration date for permit number D07-105. Unless an inspection is conducted confirming that progress has been made on this project, this permit will expire on February 26, 2013. Should this permit expire a new permit will be required inclusive of the application, plans, and all associated fees including the plan review fee. Please note that the new permit submittal would be reviewed under the currently adopted building codes (2009 IBC/IRC) and all updated/changed Adult Family Home regulations will apply. Additionally if the new submittal is received after June 20, 2013 the 2012 IBC/IRC codes will have been adopted. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ja j b V�L�km Jennifer Mar all e it echn ian File: Permit No. D07-105 W:IPermit CentMExtension Letters Denials lPermits 12007007-105 Permit Extension Denial.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 10, 2013 Leonard F. Cabiao 19010 112th PL SE Renton wa. 98055 Mr. Bill Rambo Permit Technician City of Tukwila Dept of community Development 6300 South center Blvd. Ste#100 Tukwila, wa. 98188 RE: Permit No. D07-105 15854 42nd AV S Tukwila Dear Mr. Rambo, This is in responce to your letter dated January 2, 2013. I am so aware that my permit as reference above is soon to expire. In this effect, I am asking your favor to please reconsider extending my permit to another 6 months, due to the current economic impact on my building project. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. S'ncerely yours, ON RP F. CAB AO wner/Builder 206-856-5211 PERWT CEMWR f &cel ''. 'j �� City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 01-02-2013 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 02/26/2013 , 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, V E Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 9 Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 CABIAO ADULT FAMILY HOME 15854 42 AV S TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal 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 saticfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/15/2012 , 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, --�Ojj -0.,- Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3667 City of Tukwila Department of Community Development 08-01-2011 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 09/14/2011 , 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, Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax. 206-431-3665 City of Tukwila Department of Community Development 02-01-2011 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 03/23/2011 , 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, Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 9, 2010 Leonard F. Cabiao 19010 112th Place SE Renton, WA 9805-7158 RE: Request for Extension Denial #2 Building Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit Number D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be not be extending the expiration date for permit number D07-105. Unless an inspection is conducted confirming that progress has been made on this project, this permit will expire on September 30, 2010. Should this permit expire a new permit will be required; inclusive of the application, plans, and all associated fees. Please note that the new permit submittal would be reviewed under the currently adopted building codes (2009 IBC/IRC) and all updated/changed Adult Family Home regulations will apply. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 4e'fer shall t Tec nician File: Permit No. D07-105 WAPennit Center\Extension Letters\Denials\Pennits\2007\D07-105 Permit Extension Denial 92.doc jem 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax. 206-431-3665 August 27, 2010 Leonard F. Cabiao . 19010 112th Place SE Renton, wA 98055-7158 Mr Bill Rambo Permit Technician City of Tukwila Dept of Community Develpopment 6300 Southcenter BLVD. Ste #100 Tukwila, wA 98188 RE: Permit No. D07-105 15854 42nd Avenue South Tukwila, wA 98188 Dear Mr Rambo: I am in receipt of your letter dated August expiration of my Permit No. D07-105. I have please extend it again for another 6 months finalize my loan with Fortune Bank any time the project as soon as I get the notice to i am taking ou Small Business i anticipated. condition of o a loan from Fo Administration, Another reason ur economy. rtune Bank in that is why is probably �ZCP0 Ve® AUG 272010 AUB7U w�R KS 2, 2010 concerning t to ask your favor to if possible. I hope now. I am ready to proceed from my bank. he to start partnership with the it is taking longer than because of the current Hoping, for your favorable consideration. Thank you very much for your continuous help. Si cerely, 4� q"' L' N D F. I BIAO -owner/Builder Ph#206-856-5211 ek���S 9-30-(D 14q ���Wh 6 dW4 City ®f Tukwila la Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 08-02-2010 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 09/30/2010 , 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, Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax. 206-431-3663 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 25, 2010 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #3 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through September 30, 2010, per your request. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, File: Permit No. D07-105 WAPennit Center\Extension LettersTermits\2007007-105 Pennit Extension #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax: 206-431-3665 March 15, 2010 Leonard F. Cabiao 19010 112' Place SE Renton, WA 98055 Mr. Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd. Ste#100 Tukwila, WA 98188 RE: Permit No. D07-105 15854 42nd Avenue South Tukwila, WA 98188 Dear Mr. Rambo: I am in receipt of your letter dated March 1, 2010. I am aware that my permit as reference above will expire very soon. I have been working hard to find a bank to finance my project but because of the economic situation we are experiencing, it is so hard to find one. Right now I am working with Fortune Bank in partner with the Small Business Administration but my loan application has not yet been finalized. In this event, I am asking for your favor to please extend my permit. Thank you very much for your favorable consideration concerning this matter. Sincerely, LEONARD F. CABIAO (Owner) Ph.# 206-856-5211 • City ®f Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director •o: 03-01-2010 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 04/03/2010 ; 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, Bill Rambo Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 s Fax: 206-431-3665 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 15, 2009 Leonard F. Cabiao 19010 112 Place SE Renton, WA 98055-7158 RE: Request for Extensions Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit Number D07-105. The Building Official has reviewed your letter determined that a permit extension will not be granted and the expiration date will remain as October 6, 2009. Each inspection conducted on a project automatically extends the expiration date 180 days. Currently there is a stop work order placed on this job site (posted 12/01/2008) which must be resolved before any work continues. The resolution will be the issuance of the Tree Clearing Permit. At that time, the stop work order could be removed enabling work to continue and an inspection to be called for. If unable to meet this deadline, the permit will expire and a new permit will need to be applied for prior to work continuing. The new permit submittal will be reviewed under the current building codes (2006 IBC/IRC) with applicable fees. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, it Technician Permit No. D07-105 WAPermit Center\Extension Letters\Denials\Pcrtnits\D07-105 Permit Extension Denial.doc jem 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 9R1RR • Phnna• 20h-Q31-2A2n . Fay- 91)A_ez1-?AAC .."V September 11, 2009 Leonard F. Cabiao 19010 112' Place SE Renton, WA 98055-7158 Mr Bill Rambo Permit Technician City of Tukwila Dept of Community Development 6300 Southcenter Blvd. Ste#100 Tukwila, WA 98188 RE: Permit No. D07-105 15854 42°d AV S TUKW Dear Mr. Rambo: This is in response to your letter dated September 1, 2009. I am so aware that my permit as reference above is soon to expire. In this effect, I am asking your favor to please reconsider extending my permit to another 6 months, due to the current economic impact on my building project. I hope this would allow me enough time to continue and finish my project. Thank you very much for your favorable consideration concerning this request. Sin erely yours 1 r �Y7iQ . L O ARD F. CAB Owner/Builder Ph#206-856-5211 ALCEIVED CITYOFTUKWILA LI 112009 10 IF-RMITCENTER &14.94 City of Tukwila Department of Community Development 09-01-2009 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine 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 10/06/2009 , 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, OV1rh� Bill Rambo Permit Technician xc: Permit File No. D07-105 City of Tukwila Code Enforcement 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 431-3670 FAX: (206) 431-3665 Violation Notice And Order Tukwila Municipal Code § 8.45.050(D) The undersigned City of Tukwila Code Enforcement Officer, hereby certifies and states that: Violation Location: Parcel #810860-0582 15854 42nd Ave S. File #: RFA08-340 Owner Name: Leonard Cabiao & Luzviminda Cabiao Address: 19010112th PI SE City/State/Zip: Renton, WA 98055 is in violation of Tukwila's Municipal Code (TMC), TMC Chapter: TMC 18.54.070 Permit Required. "No person shall conduct any clearing of vegetation without first obtaining a Tree Clearing Permit..." Specifically This property was cleared of most trees in November 2008. Many of the trees were located on steep slopes (slopes greater than 15%). No permit was issued for this work. Your building permit has been suspended until this matter is resolved. TMC Chapter TMC 8.28.020 International Property Maintenance Code adopted. Specifically IPMC 307.1 Accumulation of rubbish or garbage. "All exterior property and premises... shall be free from any accumulation of rubbish or garbage." There is a pile of construction debris and the debris from the illegal tree - removal which must be removed. Corrective Action required: Compliance Date March 31, 2009 Corrective Action Submit a complete tree -clearing permit application. Remove all construction and tree debris from this property. Compliance Date August 1, 2009 Corrective Action Complete all restoration work required under the tree -clearing permit. FAILURE TO COMPLY WITH THIS ORDER MAY SUBJECT YOU TO A MONETARY PENALTY OF UP TO $500 PER DAY FOR EACH DAY THAT THE VIOLATION EXISTS UNDER THE PROVISIONS SET FORTH IN TMC 8.45.100(2). P:\Code Enforce\Code Enf\2008\RFA08-340 (CABIAO-Tree cutting)\RFA08-340 Violation notice & order.doc Created on 03/16/200910:40:00 AM Appeal Provisions: A person may, within ten days of receipt of this notice, file with the City Clerk a written notice of appeal containing the following: 1. A heading with the words: 'Before the Hearing Officer of the City of Tukwila; 2. A caption reading: "Appeal of . giving the names of all appellants participating in the appeal; 3. A brief statement setting forth the legal interest of each of the appellants in the property involved in the notice and order; 4. A brief statement of the specific order or action protested, together with any material facts claimed to support the contentions of the appellant or appellants; 5. A brief statement of the relief sought, and the reasons why it is claimed that the notice and order should be reversed, modified, or otherwise set aside; 6. The signature of all persons named as appellants, and their official mailing addresses; 7. The verification (by declaration under penalty of perjury) of each appellant as to the truth of the matters stated in the appeal. 8. The appeal fee for violations in the LDR zone is $100.00 and in all other zones is $200.00. Fees must accompany the written notice of appeal. Failure to appeal this Violation Notice and Order shall constitute a waiver of all rights to any additional administrative hearings. Failure to respond may result in the matter being forwarded to the City Attorney for further action. Signed: K Today's date: March 16, 2009 Name: Kathryn A. Stetson Phone: 206/431-3682 Title: Code Enforcement Officer Email: kstetson@ci.tukwila.wa.us P:\Code Enforce\Code Enf\2008\RFA08-340 (CABIAO-Tree cutting)\RFA08-340 Violation notice & order.doc Created on 03/16/200910:40:00 AM 0 `%.,1908 March 9, 2009 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension #2 Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, This letter is in response to your written request for an extension to Permit No. D07-105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit contingent on the resolution of RFA08-340. Once this RFA is resolved, your expiration date will be placed 30 days out. Please keep in mind that each subsequent inspection will automatically extend your permit an additional 180 days. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 0 Je fifer Marshall e it Technician File: Permit No. D07-105 PAPermit Center\Extension LettersTemvts\2007007-105 Permit Extension #2.doc jem 6300 Southrenter Rnulevard_ Suite #100 9 Tukwila- Wavhinvtnn OR1RR • Phnna- ?1)A-A71-2A7n r &-qv. MA-1121-2AAC 2 March 2009 To: City of Tukwila 6300 Southeast Blvd. Suite 100 Tukwila, WA 98188 / IZFA00-340, A-Z!M From: Leonard Cabiao — 19010 112 Place Southeast Renton, WA 98055 CITvOAO�FTUKMIA MAR 0 3 2009 RE: Permit Renewal Request of No. D07-105 PERt�1T CENTER Cabiao Adult Family Home located at 1� 15854 42°d Ave S Tukwila, Wa 7 Dear Brandon J. Miles, p Utz Per your recent conversation with my construction manager Steve Catlow, I request that my permit be renewed which expires April 6, 2009. I ait followin to su lement this request for your consideration. W OL V I 1. I have not been able to work on this project due to financial hardships and the current economic downturn of our country. I am currently finishing a 14 unit townhome project in Renton and hope to be done within the next couple of weeks. Once completed with this project I intend to address this property above and complete the project as previously permitted. 2. Pursuant to your letter dated December 23, 2008 regarding the trees that were cut down "out" of scope of my plans I intend to do the following. a. Employ a geotech engineer to evaluate the slopes adjacent to the property where the trees were cut down. b. Employ a landscape architect to review geotech report and evaluate tree replacement requirements and shrub remediation to address any erosion problems. c. Submit plans to Tukwila Building Department for review and approval. 3. Once approved, we will start working on the project, and only then. I submit this request to you so my permit will not expire, but can be renewed. Please contact Steve at 425-691-0461 with any comments or questions. Thank You, (Llo)nard Cabiao 6o DL0 d0fl1 66t INWfiPM� uIW City of TukJim Haggerton, Mayor Department of Community Development 03-02-2008 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 04/06/2009 , 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, Jenni er Marshall, e t Technician xc: Permit File No. D07-105 0.300 .Snrlthrpntpr Rnnlpvarri .Sniho i5nn 9 TWMAIU2 Wachinotnn 0R1RR w Dh^— 91)A-421.IA" . L7- 111A 497 oAAc City ®f Tukwila Jim Haggerton, Mayor Department of Community Development 1908 December 23, 2008 Leonard F. Cabiao 19010 112 PI SE Renton WA 98055 RE: Working Outside Scope of Permit King County Parcel 810860-0582 D07-105, RFA08-340 Dear Mr. Cabiao: Jack Pace, Director On April 11, 2008 the City issued you a building permit to construct an adult family home at the subject property listed above. As part of your permit submittal you provided sheet C-1.0 which was a site plan of the proposed project. Sheet C-1.0 showed the proposed location of the adult family home and also showed which trees were proposed to be retained on the site. During the Thanksgiving Weekend the site was cleared of almost all trees. The work performed was outside the scope of the approved plans on file with the City and many of the trees removed were located on steep slopes (slopes 15 percent or greater). Tukwila Municipal Code 18.45.130 (C) (2) notes: "Where any portion of an area of potential geologic instability is cleared for development, a landscaping plan for the site shall include tree replanting with an equal mix of evergreen and deciduous trees, preferably native, and approved by the Director. Replacement vegetation shall be sufficient erosion and stabilization protection ". When you initially submitted for your building permit, the City waived this requirement because you had proposed to retain a significant number of trees on the site including those trees on steep slopes. However, since you have now worked outside the scope of your permit and have removed trees on steep slopes, you must now submit a landscaping plan that complies with TMC 18.45 (Environmentally Sensitive Areas) and TMC 18.54 (Tree Regulations). TMC 18.54.130 (3) (b) specifies a replacement ratio for the trees that were removed on the steep slopes. This ratio must be used when determining the number of replacement trees needed for the site. The replanting plan must be prepared by a qualified professional. Additionally, removing trees on steep slopes can impact the stability of the slopes. You will also need to provide an addendum from your geotechnical consultants to address the tree removal and what impact they may have on the slopes. G '�/fn n___aL __�a__ n___f_..__� n__r.._ ltlnn _ m._f.__.rr_ rrr__s_•__ nn�nn �. -- .. ... .... ..��.. __ Your building permit has been suspended because you have worked outside the scope of your issued permit. In order to proceed with your project you will have to submit the above information to the City for the City's review and approval. In the future, if you wish to revise any of the approved plans for your project you must first submit those revised plans to the City for review and approval. Doing this will prevent unnecessary delays in your project. If you have any questions, please call (206) 431-3684 or send an email to bmiles@ci.tukwila.wa.us ly, Tan n 1rs Senior Planner cc. Files (1307-105, RFA08-340) City Of Tukwila Jim Haggerton, Mayor Department of Community Development September 12, 2008 Leonard Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Extension Development Permit No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, Jack Pace, Director This letter is in response to your written request for an extension to Permit No. D077105. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through April 6, 2009, per your request. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, f+ F � �J!Peit Marshall chnician File: Permit No. D07-105 P:\Permit Center\Extension Letters\Pemtits\2007\D07-105 Permit Extension.doc Page 1 of 1 jem 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone. 206-431-3670 9 Fax- 206-471,767 September 8, 2008 Mr. Bob Benedicto Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit Number: D07-105 Address: 15854 42" d Avenue South Tukwila, WA 98188 Sir: CT'ot9 l �� —P SEP o ?Opg PFRMIr�`FNrE,� I am writing this letter to request for 180 days extension on the above reference Permit Number. I was busy for the last few months on other construction project. Thank you very much for your favorable consideration concerning this request. V truly yours �� O ARD F. IAO `- (Owner/Contractor) Ph#425-793-9494- Work Ph#206-856-5211 - Cell /-�,'k #44-el, �,��` �. ego ��z-�✓ City of Tukwila Department of Community Development 09-08-2008 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit No. D07-105 15854 42 AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve 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 10/08/2008 , 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, xc: Permit File No. D07-105 6.700 .gnnthrPnfPr Rnnlovard Rnito 0101) 9 T11lelAHL2 U1MChinoFnn OPIRR . Ah-- 71)F,_A21_2A7n . V—. 'MA ear -3.= City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 27, 2008 Leonard F Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Permit Application Extension #2 Development Permit Application No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao: This letter is in response to your written request for an extension to Permit Application No. D07- 105. The Building Official has reviewed your letter and considered your request to extend the 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 June 24, 2008) as requested. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, riferMarshall Permit Technician File: Permit No. D07-105 P:\Permit Center\Extension LettersTennit Applications\2007\1307-105 Application Extension #2.doc jem 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 9 Phone: 206-431-3670 9 Fax. 206-431-3665 '. February 19, 2008 Attn: Building Official City of Tukwila Permit Center Dept. of Community Development 6300 Southcenter Boulevard Ste#100 Tukwila, WA 98188 RE: Permit Application No. D07-105 15854 42°d Ave South Tukwila, WA 98188 To Whom It May Concern: I am writing this letter to request additional 90 days extension on my permit application as reference above. There is an asbestos issue on the property and that is holding the demolition which is your prerequisite before you could issue my permit. Thank you very much and hope for your favorable consideration concerning this request. JL truly yours,ARD� F C�ABIAO ) (Owner) Ph# 425-793-9495 or 206-856-5211 - C ell �Z/2O/08 t,/P b A11-01 16�pr t, tu [m P� 6-' J Q �rsr • 02-12-2008 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 City of Tukwila Jim Haggerton, Mayor Department of Community Development RE: Permit Application No. D07-105 15854 42 AV S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 03/26/2007 , 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 03/19/2008 . 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 03/19/2008 . 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 we 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, r / %to // er Marshall Pe 't Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax. 206-431-3665 City of Tukwila Steven M. Mullet, Mayor Department o, f Community Development Steve Lancaster, Director December 10, 2007 Leonard F Cabiao 19010 112 PI SE Renton WA 98055 RE: Request for Permit Application Extension Development Permit Application No. D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao: This letter is in response to your written request for an extension to Permit Application No. D07- 105. The Building Official has reviewed your letter and considered your request to extend the 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 March 19, 2008) as requested. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, l� (JeI fi er arshall it chnician File: Permit No. D07-105 P:\Pemut Center\Extension LettersTerrnit Applicadons\2007\D07-105 Application Extension.doc jem 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax. 206-431-3665 Leonard F. Cabiao 19010 112'h Place SE Renton, WA 98055 Ph#425-793-9495 November 16, 2007 Mr. Bob Benedicto Building Official Dept. of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188-8548 RE: Bl� D07-105 15854Avenue South Tukwila, WA 98188 Dear Mr. Benedicto: -V J10i � e.,,t4� " r4 I am writing this letter to request 180 days extension for my demolition permit for the above reference project to be approved. Thank you for your favorable consideration and please call me at the above phone number should you need further information or question concerning this matter. AScerely yo RD F. IAO )er_- RECEW060 PERMIT CENTE S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 8108600582 Permit Number: D07-105 Address: 15854 42 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/26/2007 Tenant: CABIAO ADULT FAMILY HOME Issue Date: 04/11/2008 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. 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 doc: Cond-10/06 D07-105 Printed: 04-11-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 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 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ***FIRE DEPARTMENT CONDITIONS*** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 27: 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) 28: 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) doc: Cond-10/06 D07-105 Printed: 04-11-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 33: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot-candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 36: U.L. central station supervision is required. (City Ordinance #2050) 37: 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) 38: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 39: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 40: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 41: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 42: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have doc: Cond-10/06 D07-105 Printed: 04-11-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13-6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 43: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2050) 44: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 45: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 46: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 47: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 48: All new fire alarm systems or modifications to existing systems shall have the written approval ofTThe Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 49: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 50: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2051) 51: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 52: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-5.5.2.1) 53: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2051) 54: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 55: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 56: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 57: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doe: Cond-10/06 D07-105 Printed: 04-11-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 58: Maximum grade for all projects is 15%. 59: Adequate ground ladder access to rescue windows shall be provided. 60: Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 61: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 62: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 63: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 64: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 65: The applicant must notify the City Utility Inspector at (206)433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 66: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 67: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 68: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your work zone. (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 69: Any material spilled onto any street shall be cleaned up immediately. 70: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 71: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 72: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 73: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 74: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 75: Proposed building needs to be sprinklered for fire protection therefore a larger WM shall be installed together with a backflow devise. Reduced Pressure Principle Assembly (RPPA). RPPA shall be a wWashington State Department of Health approved devise. WM permit and WM installation shall be coordinated with Highline Water District. 76: Sanitary sewer installation requires a sewer reconnect permit from Valley View Sewer District @ (206)242-3236. doc: Cond-10/06 D07-105 Printed: 04-11-2008 �1111J�,41,1. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 NE ,= Tukwila, Washington 98188 Phone:206-431-3670 1908 Fax: 206-431-3665 Web site: ham://www.ci.tukwila.wa.us 77: Tukwila inspection of the water service line is required, since WD # 125 does not inspect downstream of the Water Meter. 78: Street sign/traffic sign relocation shall be coordinated with Tukwila Street Department. 79: Per TUKWILA UNDERGROUNDING ORDINANCE all utilities shall be placed underground. **continued on next page** doc: Cond-10/06 D07-105 Printed: 04-11-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us 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. .11 Print Name: — " Date:�fr // 'go 9 doc: Cond-10/06 D07-105 Printed: 04-11-2008 Drop-off/ Transmittal Sheet To: City of Tukwila Building and Public Works Department Jennifer Marshall Joanna Spencer Allen Johannessen From: Cabiao Adult Family Home Re: D07-105, Cabiao Adult Family Home To Whom It May Concern: Attached is our attempt to respond to the May 3`d, 2007 Correction Letter #1. As you know, the architect, Ren Franco, moved out to state and is no longer coordinating this building permit. Regarding public work comments: We signed at contract with Combined Cutting Contractors to obtain a bid to remove the tree from the right-of-way. Due to a miscommunication the tree contracting company went ahead and removed the tree. Which means we did not include their insurance or license information for this service. We do not know what type of contractor would be able to remove/relocate the sign in the right-of-way. A signed and notarized hold harmless agreement for the right of way and sensitive area is included. After review, if it is adequate we will provide the original for distribution. Regarding building comments: The architect as provided 4 copies of the pages he revised. We have also included a sewer stub and removal plan. A cover letter from a civil and the architect is attached. From this point on please address all revision comments to: 1) Leonard Cabiao, 19010 112th Place SE Renton WA 98055 2) Cramer Northwest, Inc. Aleanna Kondelis, 945 N Central #104 Kent WA 98032 Thank you for your assistance and prompt review. CORRECTION i_TR#...— t)0*7ql- 109 [�'ns�yD��'!" D SEP - 72007 i'ERMiT CENTER Combined Cuttij1*0Utf2Ct0r3, InC. Me MEEH �t B, D.B.A. P&D Tree Service Better PROPOSAL (425) 432-7636 • 1-877-766-4862 Business Ask about our low impact Lic.# COMBICCO22RS • UBI 601439-180 Bureau crane removal programs www.panddtreeservice.com Visa / Mastercard panddlogging@comeast.net Fully insured and Bonded Customer Name: ADDRESS; HOME PHONE:--- -•-- CITY; ZIP: WORK PHONE: _ E` lJ iZ r,,, I t C:1 9L . - E-MAIL: CELL. FAX: CON RENTS We ai)d onlimatu for, Fir +c;,Iur� ouxF Doi- 105 , gc:;� s Iec,K 1dy )s I`• "Z.W C <.-d 1r` 16 t reAx CORRECTipN LTR#--t..__...d R7' ,f--- .' " SEP — 7 2007 PERMIT CENTER Thank You! L, 's - 'A p _r Definitions: Itemrnaf nlean5 taking of Nomething, clown, never clues it reler to hatlli: L car str:mp gr ndir��. Stump grinding and woad removal are separak te :barge,. Firewood jncnx rOUR(Is: tc) be left where; CLIt-tip. Any moving woilld be additional charges. Iflogs are taken, firewood rrlenns anything too stnall to go on the �ztick and too big for the chipper. J Full, payment upon cornplclloi-, of—c►h, anless ether arrangements have hcen made. ?+.1� interest charge after t? day . Coulao11nal� ot to be cmincd vv IAlt.: th Visa or Ma l ntcriai is izuaranteed I I—)e as, spec;fi ! .A i d, t stork to he co!n- pleced in it work MariIike wanner accordinn to stancl,'ard practlCcs. A a y all te,rat lon or-dc-;'iauon frtini :th-1)ve �pecrirC;)iio will llecomc all extra. char`,,, over and at`oNc the All itt,rccnicnt�, continrcru upon strikes. accidem of delay's bcvond ourcontrol. Homeowner Lo mark trees i! way 1'r•om wort` site, and will not hoid t.C'.C'.I. responsible for error*. 214hour notice tFor cancel lktoris or $!50.^i(i�c�ol� will lie, c xt ,ed. Any Iinnher :rx to Ise lxrid by Ifs honlpvilcr. ' F'&!3 1 Ktt ;]tKV 1 t.t •►C.�-`T 1 �- !�� t ? . � _ -.. .�_.. --7- I_... DATE (Mg11DDiYY) I AP4ROr,, CERTIM.-ATE_OF LIABILITY INSUR E PRODLCER G r� 3uzzie Insurance Agency i THIS CERTIFICATE IS ISSUED AS A mATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE. F.O. Box 160 HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR C E'unl WA 9892[ _AL3€ 7HE CQyER1iGC- AFEOR0k0.gy THE POLICIES BEI,QVF�- (5D9)67A-4433 j INSURERS AFFORD114G COVERAOC � NAiC # _ �aysWr~.ERA American State_Inst.uanrp INSURED Combined Cutting Contractors, Inc. Irl ,'Jcc�;r<; 20311 SE 240th St LJSUKEgc,__--- - Maple Valley, WA 98032 wSURER— �'� ISiJRER r: _CUIIERAC3E$ -' .— - iN4StJRF,'RF:. .__ -_-. _. ... THE fCILtC1ES 0� INSURAHCC ii$TED iFJE 8£i_N ISSUED To'flil; INSURED Nwr;DABOVE FOR I HE POLICY PERIOD INDICATED N01WITHS''ANf31r1G ANY REOURFIVIENT. TFrgV OR CONDITION OF ANY CCN" RACT OR GTMtk DOCUMENT W11-H RESPECT TO WHICH THIS CERTIFICA"E MAY L?'7ISSUED OR MAY PCATnIN THE ItdSURANC£ AFFORDED tiY THE POLICIES DESCRSED Hi ;REIN IS SUBJt•O'r T(„ ALL THE TERMS, EXCLUSIONS nNJ CONDITIONS OF UCH POLICIES. P,GGt?kGATE UWIITS ;HOWN s'LAY I �uV F;EEN RE0,;C-i D RY FA,G_-CLA0JI$ —'- - --T i POLtCd EFFECTIVE, i W ICY CXF7MTIGN tN_ -- L IMT jkl ADVIL O_ INSURANCE POLICY NUnalEr_S _...._.. "ACHOCCURRENCE !OOOQOGµ OrNERAL LIABILITY i L7F1MJ 1'0 RENTED.---r- yl =MMERCIAL GENERAL LIABILITY ! _ r� i PFt[. MSES Ea occruer>Co JOOrJQO !01-�CE-568233 8 03,278107 , b3/2810$ Er __ _ c L.___..---- .OU"c, CLAIMS MADE o!1 OCCUR A ' I , ❑ I GEN'L AGGREGATE LIMIT AIIPLIES PER. j POLICY _J PROJECT ❑ Lam'' AUTOMOBILE JAI U)-Y ! I j ANY AU-, 0 ALL OWNED AUTOS I r--I �ri SCHECUL1:0AUTOS ! 1 HIRED AU' US NONOYYNEDAU1'US I 1771 GARAGEL":LITY - i. ANY AUTO l I I EXCESS LIABILITY i iI 1 OCCUR Lj C1AIM' MADE i J i i Li JLOUCTIBLE I i RETENTION--`�___-- I WORKEKSCObIPENSATIONANO I EMPLOY: xS'LIABILITY ANY vItGI'RIETOR 1 PARTNriI 1 c-xLCU1'IVE OFrICGt? !i vE aBER EXCLUDG07 l r It yes, sescnbe under l I SpECIAL PROVISION;: below !DES CRIPTON OF OPERATIONS I LOCATIONS r VEw;LES I EXCLUSIONS ADDED R( r_NOOR$FN I rvicD rxr (Any ono tcrxNrj ; i .1 !'.'-ERSONAL ✓s AOv INJURY i .. _ ' OOOGQGI GL NLRAL AGGREGATE �oa000a I =TS . cOmPR^P AGO; 2 0 COMBINED 5j140IA-. LIIAiT (Es acrid:fth i I It(71L1' INJURY UUDIL'r INJURY 'Per alci .nt) PROPERTY DAMAGE AUTO ONLY - EAACG_Cr'Nr ^— OTHERTK4N i'ARCC j AUTO ONLY ARC. �- EACH OCCURRENCC - -' AGCKEGATE I ' I � VJC STATU- O.1'ti• E.L. EAC4A,CCIPENT E.L. DISCA 3C - LA L.1APLON I'F;- �_ - lE.L DI EASE-POLICYLIMIT I -- - j 1 2NT1 SPECIAL PROV(SiONS CERTIFICATE HOL.DI_R CANCE:-L.ATI N SHOULD ANY OF THE AROVE DESCRUBEO PCLICIE$ HE CANCELLED BEFORE THE EXPIRATION GATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL i State 01 `NashingtOr 30DAYS iMRiTTEN NOTICE TO THE CERTIFICATE H01-01=1IR NAMED TO Dept. pf Labor Bi iriCIUSYr1C'S THE LEFT, OUT FAILIAkE TO DO SO SHALL MKPCSE NO OBLIGATION OR UA21LITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVF$. Contractor Registration u@Ct10R i AUTI•IORiZEO REPRES£NTAT*'IYC--. I Q(}F{ 44450 Olympia, WA 98504-4450 _ - A;ARD35I2009J08j - --'---"-___.- nr ACOR4 CORPORATION 1988 K� rIiiS11�i�...r SEP - 7 2007 PERMIT CENTL -* r,ckV IRCG .?GMV Ak'G TGV`T1 0-10171 L. Conditions: 1-5RMS:, Total* duo upon completion of. work. • Customer shall be responsible for, all costs and reasonable attorney4ees incurred by P&D Tree Service in securirg payment. .. , . . • There will be an additional charge as determined by P&D Tree Service for extra Work re -quested but not quoted herein. C.C,CJ, will not be required to rake or clean. -tip debris from customers yard if anirriai feces or -'ex- crement is present. • Once a climber starts working f ,is way down a tree, it is agreed the work above him is complete. To ask, him to climb up any part of the tree is to acknowledge there will be an extra charge as deter- mined by P&b Tree Service. Clean-up is done oily it specifically mentioned, Clean-up includes everything by tailings, raking and blower. Fine clean-up includes these but there is an adults pal tee, of $50 per marl per hour. 06bris removal refers only to limos cut by P&D Tree.Servicq and is synonymous with cleanup. All clean- up comes under the Washington State tabor & Industry gi,ildelines given to landscapers an: gardeners. • Tree work, clean-up, fine clean-up, dump fees. debris removal, cutting firewood, stacking or moving firewood, hauling & stump grinding are separate work descriptions and sepai'8t- fees. • Firewood is un-split Wood too big to go through the chipper out 1 b to 24 inch lengths. • Stump -grinning does not include removal of any of the chips or ground debris and is a to 8 inches below the surface unless otherwise potted. Chasing side roots will be ar additionai charge. • All work. including but not limited to pruning, trimming and topping, will be at the discretion of P&O T ree Service in the event customer elects not to be present to give direction. Reasonable care is taken, but divots, drag marks, and broken shrubs/trees are the customer's responsibility unless otherwise stated on the face of this contract. Permits are the responsibility of the customer, and shall hold P&D Tree Service hamless. • Customer warranties tale property boundaries for the wore requested or that customer has permission to have work performed on the joining property and will hold P&D Tree Ssivice, harm- less against ary and all disputer, regarding" a) property rights and b) damage to ;. ndiiiclosed (those not stated on this form), known or unknown, below ground items such as, but not limited to, sewer, septic tanks and drain field, sprinklers, plt.urribing, phone, cable; gas tines, electric sorvice, yard lights, etc. • This contract coritains the entire agreement between the parties; nothing verbal is bin • if a court of law finds any part of this contract invalidate it shall not invalidate the rornaini parts. • When a crane, or heavy equipment, is uIlllzed, customer weives all rights to any dam*e caused by such equipment (except by neglect) and shall hold P&D Tree Service mnalor crane Sompany, their workers, owners, and/or subcontractors harmless in a court of law. • In case of damage, customer gives P&C Tree Service the right to repair. All claims :6e -ada, in writing, within 30 days of job cornpietion otherwise customer acknowledges that NO is nQ damage., • If customer assigns right to sue P&© Tree Service to any third party, the customer agxaos:to hol,d P&D Tree Service harmless for any costs anb attomey's fees. SEP - 7 2007 ,E MIT CENTER City Of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 07-31-2007 LEONARD F CABIAO 19010 112 PL SE RENTON WA 98055 RE: Permit Application No. D07-105 15854 42 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 03/26/2007 , 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 09/22/2007 . 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 09/22/2007 . 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 we 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, e er Marshall Permit Technician xc: Permit File No. D07-105 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax. 206-431-3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director May 3, 2007 Leonard F. Cabiao 19010 112 PI SE Renton WA 98055 RE: CORRECTION LETTER #1 Development Permit Application Number D07-105 Cabiao Adult Family Home —15854 42 Av S Dear Mr. Cabiao, 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433-7163, 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 accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3760. Sincerely, �1 Je i rshall e it ician end File No. D07-105 P:Vennifer\Correction Letters\2007007-105 Correction Ltr #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206-431-3670 • Fax. 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: May 1, 2007 PROJECT: Cabiao New Family Home REVIEW #: PERMIT NO: D07-105 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) For work inside the City Right of Way please submit the following items: a) construction cost of proposed work inside the City Right of Way (tree removal, sign relocation) b) Copy of Tukwila business license for the contractor performing work in the Right of Way c) Copy of Insurance Certificate naming City of Tukwila as additional insured d) Traffic control plan e) Hold Harmless Agreement, form attached. 2) Due to steep slopes on the property owner shall execute attached Sensitive Area Hold Harmless Agreement, which the City will record with King County Assessors office against the subject proprty. 3) Please revise plans per attached mark-up and submit construction cost estimate for site work inside the private property and in the right of way. See attached Bulletin A-2. (P:Laurie Admin/Joanna/Comments 1 D07-105 PW) Building Division Review Memo Date: April 4, 2007 Project Name: Cabiao Adult Family Home Permit #: D07-105 Plan Review: Allen Johannessen, Plans Examiner The 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) The occupancy indicated on the permit application specifies R-2 & R-3 occupancy. However occupancy classification for this type of use shall be classified as R-3, and R-4 occupancy. Please show occupancy classification on the plan set cover sheet (T-1). (IBC 308.2 & 310.1 with Washington States amendments) 2. In addition to item #1) the building shall be required to be sprinkled. Provide notes on cover sheet to show building shall be a sprinkled building. Provide a fire sprinkler plan. (IBC [F]903.2.7) 3. Identify and show emergency lighting on the plan. (IBC Section 1006) 4. Show mechanical equipment protection in the garage (i.e. a bollard). (IRC ml307.3.1 & IMC 303.4) 5. Structural notes on sheet S1.0 indicate concrete strength at 3000 psi. However the concrete specified on the cover sheet specifies 2500 psi Please clarify the design strength requirement for this building to show consistency specifying concrete strength requirements. Should there be questions concerning the above requirements, contact the Building Division at 206-431 - 3670. No further comments at this time. • Page 1 Building Division Review Memo Date: April 4, 2007 Project Name: Cabiao Adult Family Home Permit #: D07-105 Plan Review: Allen Johannessen, Plans Examiner The 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. . (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1.1x17 to maximum size of 2436; all sheets shall be the same size). (if applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupancy indicated on the permit application specifies R-2 & R-3 occupancy. However occupancy classification for this type of use shall be classified as R-3, and R-4 occupancy. Please show occupancy classification on the plan set cover sheet (T-1). (IBC 308.2 & 310.1 with Washington States amendments) 2. In addition to item #1) the building shall be required to be sprinkled. Provide notes on cover sheet to show building shall be a sprinkled building. Provide a fire sprinkler plan. (IBC [F]903.2.7) 3. Identify and show emergency lighting on the plan. (IBC Section 1006) 4. Show mechanical equipment protection in the garage (i.e. a bollard). (IRC m1307.3.1 & IMC 303.4) 5. Structural notes on sheet S1.0 indicate concrete strength at 3000 psi. However the concrete specified on the cover sheet specifies 2500 psi Please clarify the design strength requirement for this building to show consistency specifying concrete strength requirements. Should there be questions concerning the above requirements, contact the Building Division at 206-431 - 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 5, 2007 PROJECT: Cabiao Adult Family Home REVIEW #: PERMIT NO: D07-105 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) For work inside the City Right of Way please submit the following items: a) construction cost of proposed work inside the City Right of Way (tree removal, sign relocation) b) Copy of Tukwila business license for the contractor performing work in the Right of Way c) Copy of Insurance Certificate naming City of Tukwila as additional insured d) Traffic control plan e) Hold Harmless Agreement, form attached 2) Due to presence of steep slopes the property owner shall execute attached Sensitive Area Hold Harmless Agreement which Public Works will record with King County Assessors office against the subject property. 3) Please revise plans per attached mark-up and submit a construction cost estimate for site work inside the private property and in the right of way, see attached Bulletin A-2. (P:Laurie Admin/Joanna/Comments 1 D07-105 PW) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D07-105 DATE: 04/11/19 PROJECT NAME: CABIAO RESIDENCE SITE ADDRESS: 15854 42 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 3 after Permit issued 1JLYAK 11V1L' 1V 1 �: Building Division Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 04/16/19 Not Applicable ❑ Structural Review Required ❑ (no approvallreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/14/19 ,Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg* Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLID° PERMIT NUMBER: D07-105 DATE: 2/25/19 PROJECT NAME: CABIAO RESIDENCE SITE ADDRESS: 15854 52 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ X Revision # 3 after Permit Issued DEPARTMENTS: N cow 101 Building Division &).s fir( f?, 3'i4-qI Public Works 14 W RN- IM Fire Prevention Structural NA� kP Planning Divis-on Permit Coordit20or PRELIMINARY REVIEW: DATE: 2/26/49 Not Applicable ❑ Structural Review Required ❑ ,no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 3/26. 19 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied El (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D07-105 DATE: 09/14/18 PROJECT NAME: CABIAO ADULT FAMILY HOME SITE ADDRESS: 15854 42 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: k� �1��1� Butldmg Divi �) Awc I- i8 Public Works if PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Ko W N Fire Prevention Structural ❑ MD "G °t(�iEv Planning Division W Permit Coordinator W DATE: 09/18/18 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/16/18 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-105 DATE: 07-17-12 PROJECT NAME: CABIAO ADULT FAMILY HOME SITE ADDRESS: 15854 42 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS' ullding iviSion e Public Works ❑ Fire Prevention ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete, Incomplete ❑ Comments: Planning Division ❑ Permit Coordinator DUE DATE: 07-19-12 Not Applicable ❑ 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: 08-16-12 Approved' Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ` PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-105 DATE: 09-07-07 PROJECT NAME: CABIAO ADULT FAMILY HOME SITE ADDRESS: 15854 42 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: "91 Bull i Dlv ion Fire Prevention ❑ Planning Division ❑ 4Publi Works Structural ❑ Permit Coordinator L 4- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-11-07 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 z Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10-09-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D07-105 DATE: 03-26-07 PROJECT NAME: CABIAO ADULT FAMILY HOME SITE ADDRESS: 15854 42 AV S x Original Plan Submittal Response to Correction Letter # DEPARTMENTS: � J �� Bhing4MMslnid Public Wo,r ks rf1C d /nn I/) � I Fire Prevention Structural ❑ Response to Incomplete Letter # Revision # After Permit Issued �-0 Pla n ni g DIvision Permit Coordinator ❑ DEIMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-27-07 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions[] Notation: REVIEWER'S INITIALS: DUE DATE: 04-24-07 Not Approved (attach comments) t( DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW'] Staff Initials: Abn�— Documentstrouting slip.doc 2-28-02 City ®f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 3670 Web site: http://ww«r.TukwilaWA.aov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /i 1 It i I Plan Check/Permit Number: }-0-7 — l O'�5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter ❑ Revision # 4 after Permit is Issued D?'---Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: J 5S6Lf 42- � kE_,^] Contact Person:�-�o 1 C� Mr.�� Phone Number: 42-e,- Summary of Revision: I RECEIVED CITY OF TUKWILA Sheet Number(s): "Cloud" or highlight all areas of revision including attje of revton Received at the City of Tukwila Permit Center by: Vtzu &PM ❑ Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 48188 Phone: 206-431-3670 Web site: htt .//w,"- �i.TttkwiiaWA.aov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d� Plan Check/Permit Number: -7— I b5 ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # CITY OF TUKWILt�$, Revision # 3 after Permit is Issued FEB 2 5 2019 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENTER: Project Name: L la 0 p5� G/eK C Project Address: / —5915'Y S� /&y S Contact Person: L5bJVAkJ9 f' Phone Number: 'ID 6 -S5z Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1,1A [` Entered in TRAKiT on W:\Permit CenteATemplates\Forms\Revision Submittal Formdoc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tuk-wilaWA.gov REVISION UBNIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Y l I / P Plan Check/Permit Number: TV7- E ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # CITY OF TUKWILA Revision # � after Permit is Issued pol SEP 14 2018 Revision re�quested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Lam AV S TgKm ContactPerson: t EV KA-k-y `r ` C4-b( Summary of Revision: PERMIT CENTER Phone Number: 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 TRAKiT on W:\Fermit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 City & Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hU://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa., etc. Date: 7lt7 Plan ChecldPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # __ — after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L6WA114u F. Project Address: 5 s `7 `f a1h� ��/mow/ �( AC Contact Person: LelftV 7� C-4-+g/r4-) Phone Number: 0®(0 Summary of Revision: PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r isio, c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 7" H:Wpplications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 �J�V1ILA,, ws City of Tukwila Department of Community Development -J; 17 6300 Southcenter Boulevard, Suite #100 WPi1 = Tukwila, Washington 98188 Phone: 206-431-3670 1908 * Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Steven M. Mullet, Mayor .77S)ve Lancaster, Director Sip 1 M I ®(;0ELOPItGENT REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 90l4gl,0 ' Plan Check/Permit Number: D07-105 ❑ Response to Incomplete Letter # vOt ® Response to Correction Letter # # G{li�� i//V1 ��' I �}, W-- Imo' ❑ Revision # after Permit is Issued V �� (� ® Revision requested by a City Building Inspector or Plans Examiner Project Name: Cabiao Adult Family Home Project Address: 15854 42 Av S Contact Person: AgAl 144 40WA lWCO Phone Number: 75 3 - 474' 5 '03 Summary of Revision: AW111. 4t-0 AVM; C-3 . o 70 S160W $r411?jW AVAW-V PC & 7VZ- COWli S,J77a4Y A/1.444-CM .1,.. Sheet Number(s): C'3,y "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: tLA,�w City of Tukwila y Department of Community Development 6300 Southcenter Boulevard, Suite # 100 ` Tukwila, Washington 98188 O yk Phone: 206-431-3670 1908 Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U Plan Check/Permit Number: V V J ❑ Response to Incomplete Letter # KResponse to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address Contact Person: Summary of Revision: psa mm �,..$ .w MILA SEPA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Q- Entered in Permits Plus on C'j `'- 0 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: PROJECT NAME: I-b0 SITE ADDRESS: JOSZ4�- PERMIT NO:bO-7— S— ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF _INITIALS yk Summar of Revision: i Ue CD►rvtiv�� Vl Received by: C� l REVISION NO. DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF I ALS — u�cIV114 ID Summary of Revision: AA q Received — -- (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Vw Summary of Revision: '('vlQ hl y✓6LU l6 Q. Received b (/ ri (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revisiori: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) r Residential: $50 WI -Certificate of Sewer Availability OR 14816 V"tary Road South P.O. Bc .9550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 Commercial: $100 ❑ Certificate of Sewer Non -Availability Completed. .. Purpose of Certificate: ('Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propose se: Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Applicants Name:Phone: 2 s3-- Property /�Address or AAp�pjroxiimF /ate Loccatiio/n: Tax Lot Number b � 6 Legal Description (Attach Map and Legal Description if necessary): 0-0-1 Completed(0 by Sewer A. �f 1. W a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer fD— feet from the site and the sewer system has the. capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ 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. CA a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /00 a. District Connection Charges due prior to connection: Ciil'(}fT1j GFC: $ .0� SFC: $ 11O� s� UNIT: $ TOTAL: $ MAR 2 6 20 (Subject to Change on January 1st) - pER�'t!T'CE;YT, King County/METRO Capacity Charge: Currently, $6795,'0%residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro the date of signature By Title Datef ILA 71 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWED AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 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 Department 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 hereunder whether by agency, third -party beneficiary principles or otherwise. 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 sewer service will be available at the time the applicant may apply to the District for such service. 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. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tulcwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 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 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 for and possible 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 l have received the Certificate of SewerAvailability/Non-Availability and this Attachinent, and fi ri . tand the ternis and conditions herein. % 7 Applicani ls' Signature v Date CITY OF TUNIVI .� Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cent gilding Division: 206-431-3670 Public Works Department: 266433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District Site Address: 15854 42nd Ave So PERMIT NO.: (attach map and legal description showing hydrant location and size of main):. Owner Name: Leonard & Luzviminda Cabiao Agent/Contact: Ren Franco Owner Address: 15854 42nd Ave So., Tukwila, WA 98188 Agent Address: 12277 SE 31 Ith St., Auburn, WA 98097 Owner Phone: Contact Phone: 253-333-1513 This certificate is for the purposes of: SFR - remodel W BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meter size(s): One existing 5/8" service Vehicular distance from nearest hydrant to the closest point of structure is 10'+- Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature PART B �a Be completed iiy�ter ut►Itty drs"tI tct rs 4. Date The proposed project is within TUKWILA /King (City/County) No improvements required. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3837.12 gprn at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. Water Availability: Q Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true a orrect. HIGHLINE WATER DISTRICT / 206-824-037 By Agency/Phone THOMAS KEOWN DISTRICT ENGINEER 3/20/2007 RECiEM MY OF TUKW►t,A Date MAR 2 6 2007 Print Report for 15854 - 42nd Ave. So. Cad hvdrant #H2122 Static Fire -Flow Residual Available Available ID Pressure Demand Pressure Flow Flow (psi) (gpm) (psi) @Hydrant Pressure 2025 55.37 1,000.00 51.95 (gpm) 3,837.12 (psi) 20.15 1 Date: Tuesday, March 20, 2007, Time: 13:02:42, Page 1 Z53 ���9s��s r-6*Z* tOZ9s, �3g6�g9 Z ' 5 SL£i� N sss5L 08'�gL OL'68 0979 LL 09*99 Z'LL = a0 CN M �p ( .�� ^ O N LO ^ O rn c0 cp co S �� M N i o0 LO N O cD _0-- --� nO n Nle8a ,oLAAIIA"HiKiN n c£Z� ON L�g� 0 9A � '096,Ug IL, LZL C961 KTAHiWN �'0� �llb'3S Hl 0 t 0`d« N . Q Z8096£L9 � SZ�£lW ;9096CL9 BZZt J z N SZ7-Y ® 09£'96fL9 N 9 LZt 0`00 60Z* c rn Nrn Go cfl 00 W) C) N LO N 0 Ln P LO N� 3 lOb`a 00 0 L •C180 siih -I -3ne a 0*1 L 9eIH C9'8*1 *gZ96CLS N 690V GO to CO m allo Ln ° cD � Q � N U 3N N 8C'L6Z r- rn� 00 N N N ° 'L6Z i > c06tUl- > r+) tr O0- N > m 0 LO z to � a It LLZ� - ZZL H A 00 o C Ci7C do S s' l4 Ice S Ln iu 0 a � N7 SL 89TL 0 0 o 19* £ Qo W b; O OD 6£0V, v00i 00 OV L Q L0,*ZzS' H , _ f- .- 99Ll+*LLS N ? L£0t S£0V )Z9b1;LLS � N C OtOlp N 99z**ZzS 9 lot 9cl 'S o �, l 8�6�bLLS L M 9lr96£'LS ZZoq c� 99L£ g _ _ 'S NV-1 H1 t APPLICANT NAME: Ren Franco for Leonard & Luzviminda Cabiao ATTACHMENT TO HIGHLINE WATER DISTRICT CERTIFICATE OF WATER AVAILABILITY The following terms and conditions apply to the attached Highline Water District Certificate of Water Availability. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to King County Department of Development and Environmental Services, the Cities of Des Moines, Federal Way, Auburn, Kent, SeaTac, Tukwila, Normandy Park, Burien, or local jurisdictions. This Certificate of Water Availability is between Highline Water District and the applicant only, and no third person or party shall have any rights hereunder whether by agency or as a third -party beneficiary or otherwise. 2. As of the date of issuance of this Certificate of Water Availability, Highline Water District has water availability to provide such utility service to the property that is the subject of this Certificate, and the utility system exists or may be extended to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between Highline Water District and the applicant, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water will be available at the time the applicant may apply to Highline Water District for such service. 3. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire suppression system for a specific location. Customer is responsible to field verify the specific water pressure at the meter at Customer's specific location for Customer's specific needs. 3/Z,/, Cust mer itial Date ILA' wqs Permit Center/Building Division CITY OF TUKWILA 206 43i-367o Department of Community Development Public Works Department 0 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division isos� E-mail: tuknlan(&ci.tukwila.wa.us 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: )20 4 I '� J STATE OF WASHINGTON) ) ss. COUNTY OF KING ) LIF1 49 P F Q-VOWAZI , states as follows: [please print] i. I have made application for a permit from the City of Tukwila, Washington. 2. _ I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No., and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. O i er/Owner's Agent Signed and sworn to before m_ a this -day of , 20L. NO VARY PUBLIC in and for the State of Washington Residing at Qounty Name as commissioned: �— My commission expires: 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a;valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perfoim plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. SURVEY NOTES INSTRUMENT: SPECTRA FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST, 2018 BASIS OF BEARING: 42ND AVE ST (N00'09'20"E) BENCHMARK: TOP OF SANITARY SEWER MANHHOLE AT THE INTERSECTION OF S 160th ST AND 42th AVE S ELEVATION = 420.25 (NAVD 88) TEMPORARY ROCK CONSTRUCTION ENTRANCE MATERIAL WITH FINE IS NOT ACCEPTABLE. 1, USE 4" TO 8" QUARRY ROCK OR CRUSHED ROCK FOR SURFACING AS SHOWN. 2. THE 100—FT LENGTH SHALL BE LENGTHEN AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT —OF —WAY, GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 426 EROSION LEGEND 0 EXIST. CATCH BASIN FILTER FABRIC PTOTECTION Im NEW CATCH BASIN FILTER FABRIC PTOTECTION MU MULCH AREA AFTER CLEARING 80 N O GRADING AND EROSION CONTROL NOTES GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to The ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Directors approval, remove all sediment deposition resulting from project —related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work sholl be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install thedownstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights —of —way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of Ese measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESe plan. y?c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESCplan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved Ese inspection schedule and make needed repairs immediately. RIPRAP ROCK PROTECTION x SF x - FILTER FABRIC SILT FENCE CLEARING LIMIT /S INTERCEPTOR SWALE These plans have been reviewed by the Public N1; orks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. _ Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By; CALL- P(4,6 L-« w OR.us PP-6- cnN POPl DP-Au5w" PI.ACleMEN"t. FILTER FABRIC NOTES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MIN. 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 APART AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 30"). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MIN. OF a AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20" OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTES APPLYING. G. THE FENCE SHALL BE BACKFILLED WITH 3/4" MIN. DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. d231b,,�.. 144TH ST QS 146TJ ST z N It 518 S160TH ST 50TH ST Q 5 00 VICINITY MAP in W a LO LO EPARATE PERM[ RE UURED FOR: [ Mechanical [,�✓ Electrical [� Plumbing Ct� Gas Piping City of Tukwila UILDING DIVISIO UTILITY NOTES 1=IL "I�Yi Permit No. , I 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4—feet deep. PP 9 P Plan review approval Is subject to errors ana omissions Approval of construction aocuments aces trench safety systems shall meet OSHA requirements. not authl)rize the violation of any adopted code or ordinance. Receipt of approved Reia Copy and 2. Power, cable, fiber optics, and telephone lines shall be in a ndltions Is n wagea;c trench with a 5' minimum horizontal separation from other underground utilities. tte.. 0- 3. Adjust all manholes, catch basins, and valves in public _ City o TUKwiia rights— of —way or easements after asphalt paving. BUILDING DIVISION STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water REVISIONS Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and "Drains No changes shall be made to the scope either to Streams", "Drains to Wetlands", or "Drain of work without prior apnrovai of the to Groundwater", as applicable. Tukwila Building Division, 3. Driveway culverts shall be of sufficient length to provide NOTE: Revisions will require a new plan a minimum 3:1 slope., from the edge of the driveway to th submittal and may include additional plan review. bottom of the ditch. Culverts shall have beveled end sectio that match the side slope. LEGAL DESCRIPTION THE SOUTH HALF OF TRACT 64, SUNNYDALE GARDENDS, DIVIDION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25, OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON ; EXCEPT THE NORTH 136 FEET THEREOF SHEET TITLE C1 TEMPORARY EROSION SEDIMENTATION CONTROL PLAN C2 STORM AND GRADING PLAN FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUAL. PROVIDE 3 4" — 1-1/4" WASHED BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE. CORRECTION LTR 1 040 8" MIN. in 2" BY e WOOD POST N ALT. STEEL FENCE POSTS. u RE v MIRAFI 100 X BIDUM OR EQUIV. CODE FILTER FABRIC MATERIAL 60" WIDE ROL S, , A USE STAPLES OR WIRE RINGS TO t ATTACH TO WIRE. Al " BY 2" BY 14 GA. WIRE ABRIC OR EQUIV. CIS BUILD rr rr�r�i < BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8" BY 12 TRENCH. 6' MAX. -----2" BY 4" WOOD POST ALT. STEEL FENCE POSTS. FILTER FABRI C . FENCE DETAIL i EC WED CITY OF W3iWIL APR 11 PERMIT CENTER �NOJ DESCRIP770N/DA7E JBY 1 WAL 17 Z V W Q Q �1> Q c) Q N � O (� W W )MPLIANCE ROVED 252019 F Tukwlla� s 3 DIVISION JI JOB NO. 525439 DESIGNED MT DRAWN MT COMP. DT CHECKED MT DATE MARCH 2O19 DWG. NO. 525439 C, OF 2 5HEET8 SURVEY NOTES I I I I I I W01 DESCRIP7770NIDATE B INSTRUMENT: SPECTRA FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY. AUGUST, 2018 BASIS OF BEARING: 42ND AVE ST (N00'09'20"E) BENCHMARK: TOP OF SANITARY SEWER MANHHOLE AT THE INTERSECTION OF S 160th ST AND 42th AVE S ELEVATION = 420.25 (NAVD 88) GRAPHIC SCALE 426 1 rn N co GENERAL NOTES I. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433-0179. 3. Request a Public Works utility inspection at least 24—hours in advance by calling 206-433-0179. C The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre —approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. S. Contractor shall maintain a current set of record drawings on —site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. _ 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City ofTukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights —of —way, easements, and Access Tracts. CONSTRUCTION NOTES 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstruction conference with the City s Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right—of—way, the Permit tee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires preapproval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. VICINITY MAP UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4—feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights— of —way or easements after asphalt paving. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. LEGAL DESCRIPTION THE SOUTH HALF OF TRACT 64, SUNNYDALE GARDENDS, DIVIDION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25, OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON ; EXCEPT THE NORTH 136 FEET THEREOF These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to crrors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. JFinal acceptance is subject to field inspection by the Public Works utilities inspector. Date: q 1-a Z By: -------------- 1�9 REVIEWi7--ID FOR CODE COMPLIANCE ......APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION nECEIVED cagy 6F i UKNILA 611 9470 jONAL 0 Q m N_ co 0 Q W JOB NO. 525439 DESIGNED MT Z 0 a 89 DRAWN MT COMP. DT CHECKED MT DA7E MARCH 2O19 DWG. NO. APR 112019 PERMIT CENTER C2 OF 2 SHEETS These plans have been rk-vicv!, l by tfie Public Works Department for with current GENERAL. NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433--0179. 3. Request a Public Works utility inspection at least 24-hours in advance by calling 206--433--0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City ofTukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. CONSTRUCTION NOTES 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right-of-way, the Permit tee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires preapproval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. GRADING AND EROSION CONTROL- NOTES GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to The ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee sholl monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project -related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work sholl be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee sholl install erosion prevention and sediment control measures per the ESC and shall install thedownstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of Ese measures. LE C OPY b. Obtain permission in writing from the Public Works Department prior to modifying the ESe plan. Permitfilo, - D c. , Maintain all road drainage systems, storm water drainage systems control measures and other facilitie�anreviewapprovalissu�j®cttoerrorsandomissions t,iLy sranuarus. Acceplahl: s ._ E,j=. cl-; r, , ana omissions which do not: authorize vioiatioins of adopted standards or ordinances. The ±•csponsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by.*-,_:_. the Public Works utilities inspector. a Date: By: - CVAD_r9ACMR. ISHI+LL, Pu('6c., C g «� 33-0�7V 712 5CH6Du L< R- P96 C 011i IvLeepN 6 PP-tvk Tm tqNy N G VICINITY MAP UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights- of -way or easements after asphalt paving. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the adopted King County Surface Water Design; Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams","Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. LEGAL_ DESCRIPTION THE SOUTH HALF OF TRACT 64, SUNNYDALE GARDENDS, DIVIDION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KiNG COUNTY, WASHINGTON ; EXCEPT THE NORTH 136 FEET THEREOF SHEET TITLE C1 COVER SHEET &GENERAL DETAILS AND NOTES C2 TEMPORARY EROSION SEDIMENTATION CONTROL PLAN C3 STORM AND GRADING PAN ' Approval of cone"ruction documents does not authorizeas identified in the ESCplan. d. Repair any siltation or erosion damages to adjoining the violation 0fenyadopted coda °rordinance. receipt of c-,.provcd f=iol Copy and condition 's acknowledged: properties and drainage facilities. <� e. Inspect according to the approved Ese inspection schedule and make needed repairs immediately. City a Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 112018 City of Tukwila BUILDING DIVISION RECEIVI SEP 17 21 TUKWILA PUBLIC WOF RECEIVED CITY OF TUK SEP 14 2018 PERMIT CEN41 VV01 DESCRIP770NIDATE 15!� JOB NO. 525439 DESIGNED MT DRAWN MT COMP. DT CHECKED MT DATE SEPT,, 2018 DWG. NO. 525439 C 1 OF . ZSHEETS 7Lr ioloodsm sampan sxaoM mjcjn j oqj ' dq uopoodsuT plug of loa(gns sT aouuldoDou juuld •jPAoaddu iuonbosgns aoj s2ujnnuip pasiAaa .jo julltuzgnsaa E aamb3a jjTA� pus aoLIPad3z)ou sigj pIOA j[TM 311Pp Slgl JOIJB S2U A UP asaul 01 SUOISTAaa ao su011313p Isuopippv aau Tsop aul 1411m '%ulol slsaa u21sop acja 3o Xounbopu oqa ioj &iTjjgjsuodsaa oqj, •swmmlpao ao spaupauls paldopu Jo suOTlujoTA 3zuogm jou op goTum suoTsslwo pur saoaao of 1xafgns SI oouujdaooV •spaupuuls Allo ju3aan3 1111A1 aouuuzaojuoo aoj luauaiaudoQ sijaom oijgnd ap jsq pamarnaa u33q 3A1311 suujd osogl TEMPORARY ROCK CONSTRUCTION ENTRANCE MATERIAL WITH FINE IS NOT ACCEPTABLE. . 1, USE 4" TO 8" QUARRY ROCK OR CRUSHED ROCK FOR SURFACING AS SHOWN. 2. THE 100—FT LENGTH SHALL BE LENGTHEN AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT —OF —WAY, FILTER FABRIC N O TES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MIN. 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 30'). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12 DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY WIRE STAPLES AT LEAST I" LONG, 77E WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MIN. OF 4" AND SHALL NOT EXTEND MORE 774AN 36" ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20" OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 ABOVE THE ORIGINAL GROUND SURFACE: FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTES APPLYING- G. THE FENCE SHALL BE BACKFILLED IM77-1 3/4" MIN. DIAMETER WASHED GRA VEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ( IN FEET ) i inch = 20 ft. SURVEY NOTES - INSTRUMENT: SPECTRA FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST, 2018 BASIS OF BEARING: 42ND AVE ST (N00°09'20"E) BENCHMARK: TOP OF SANITARY SEWER MANHHOLE AT THE INTERSECTION OF S 160th ST AND 42th AVE S ELEVATION = 420.25 (NAVD 88) FIL TER FABRIC MA TERIAL Nol 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUAL. 0 PROVIDE 3 4" -- 1— 1/4 WASH90 BACKFILL IN TRENCH AND ON r r BOTH SIDES OF FILTER FABRIC ri a r r r ON THE SURFACE. rr rr 8lp MIN. 'to 2" BY 4"' WOOD POST N ALT. STEEL FENCE POSTS MIRAF1 100 X BIDUM OR EQUIV. FIL TER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATEACH TO WIRE. 7 BY 2" BY 14 GA. WIRE ABRIC OR EQUI V :t ri�iz:•' .tk� a ri rEri EL Y BOTTOM ,9F FILTER ABRlC TERIAL IN 8 BY 12 TRENCH. — 6' MAX. 2" BY 4" WOOD POST ALT. STEEL FENCE POSTS FILTER FABRIC FENCE DETAIL REVIEWED FOR CODE COMPLIANCE r, APPROVED REVISION. . ''2=v . OCT 112016 City of Tukwila 8 ILDINC DIVISION DETAILS LOCATED ON SHT, 3 EXIST. CA TCH BASIN 000000aooa000a©oo RIPRAP ROCK PROTECTION FIL TER FABRIC PTOTECTION NEW CA TCH BASIN SF X - FILTER FABRIC SILT FENCE FILTER FABRIC P TO TECTION .CLEARING LIMIT CVfU MULCH AREA AFTER CLEARING RECEIVED lS INTERCEPTOR SWALE CITY OF TUKWILA SEP 14 2018 .' 'PERMIT CENTER apo - r JOB NO. 525439' DESIGNED MT DRAWN MT COMP. DT CHECKED MT DATE SEPT, 2018 DWG. NO. 525439 C OF 7,, specs m 1003�2#ts 102�49s - 3 V w 65 ' Z ca Op NN V 13iWs Ri c Z z yap+, ah ° 12764its ow a 6 a 11974#s i/i uoi 0yC&722#8 og 3 105 > > o . 05M Z st Z d' fu 0ao Tb voy r' O to 18224#s j .�,��„"rams■ ow0080 ow i I82.22 ✓/ i1b ��•, N 410�r00# s I;K32#0 1 J�112181s 007" - 0060 20.13 c 14587# ~ 11470i; AZ 010 ow A•4 ,0s 4 rrr...%,47 0°�'820Bi�s 4 4 _ ' 30 9 AZO , _�ao8308�s W40 0�o m w tp Qy'sR3514ils o 0yh2 1 �0 02 r `•. 30 y�^c8619Ms �Oo°Z 3 i 175,ws o 0° 0 0024 .4191s:. +ao j 21574its 28 6#is 28226#is 2° 49222#s a2 om =2 42 �A6633#6 0521 om 30 0 82.24 pi 239 ° on a 160TH ST age. 9 4 47 P N 9"45'20Y 1 _ _,•" - m m 30 0- 120 1 30 0a �§ 12 0 s o 0 O n 0 �0'0706 O �Aq oeo 14000#s - ' 15500# 6 �z 9796(ts 0cl I; h�yop0o1005 o s _ _ �00 Joao 0055 In O 16448+Ps PLOT PLAN SCALE: Nrs GENERAL NOTES PROJECT DATA DRAWING INDEX A. THIS DRAWINGS ARE INTENDED TO PROVIDE PROP. IDENTIFICATION A GENERAL DESCRIPTION OF THE INTENDED SHEET NO. DESCRIPTION SCOPE OF WORK AND SHOULD BE REVIEWED SITE DESCRIPTION FOR INTENT AS WELL AS SPECIFIC INFORMATIONS. T-1 TITLE SHEET IT 15 THE SOLE RESPONSIBILITY OF THE SHAPE AND AREA RECTANGULAR WITH FAIRLY FLAT SITE SURVEY DRAWING C-1 . 0 SITE DEVELOPMENT PLAN CONTRACTOR TO EXECUTE THE WORK IN ACCESS FROM 42ND AVE. 5 C-2.0 DEMOLITION PLAN ACCORDANCE WITH GENERALLY ACCEPTED TOPOGRAPHY SEE SURVEY C-3.0 GRADING PLAN AND NOTES STANDARDS OF QUALITY CONSTRUCTION, TO UTILITIES SEE SITE PLAN C-4 EROSION CONTROL PLANS PROVIDE A COMPLETE PROJECT, FULLY USEABLE ZONING LDR A-1 .0 GROUND FLOOR PLAN FOR IT'S INTENDED PURPOSE. A-2.0 SECOND FLOOR PLAN IMPROVEMENTS DESCRIPTION: A-3 BUILDING ELEVATIONS AND NOTES B. FIELD VERIFY ALL RELEVANT DIMENSIONS A-4 BUILDING ELEVATIONS AND NOTES AND EX15TINO CONDITIONS BEFORE AGE NEW A-5. 0 BUILDING SECTIONS AND NOTES STARTING WORK. STORIES TWO STORY PER PLAN A-6.0 ROOF PLAN. A-7.0 WALL SECTION DETAILS C. CONTRACTOR TO PROTECT ALL EXISTING FRAME GONG. 4 WOOD A-8.0 DOOR/WINDOW/FINISH SCHEDULE STRUCTURE TO REMAIN, REPAIR WITH NEW, S1 .0 STRUCTURAL NOTES AND INDEX TO THE SATISFACTION OF THE OWNER ANY EXTERIOR FIN15H PER PLANS S2.0 FOUNDATION PLAN ITEM OR MATERIAL DAMAGED DURING S2. 1 UPPER FLOOR FRAMING PLAN CONSTRUCTION AT NO ADDITIONAL EXPENSE S2.2 ROOF FRAMING PLAN TO THE OWNER. CONTRACTOR WILL BE INTERIOR FINISH SEE DRAWIN05 S4.0 STRUCTURAL DETAILS RESPONSIBLE FOR ALL TEMPORARY BRACING S4.1 STRUCTURAL DETAILS AND 5HORINO-REG2UIRED WHETHER SPECIFICALLY HVAG ONE 6A5 FURNACE FORGED AIR WITH ONE S4.2 STRUCTURAL DETAILS INDICATED OR AS OTHERWISE NECESSARY THERMOSTAT TO CONTROL TEMPERATURE TO EXECUTE THE WORK. ELECTRICAL O STANDARD 110 AND 220 VOLTS WIRING - OWNER (-EC7NRF 3 F CABIAO' D. CONTRACTOR, TO PREPARE DRAWINGS $ . WITH ADEQUATE NUMBER OF OUTLETS - SECURE PERMITS FOR ELECT, HVAG 6 PLUMBING E - AEJQRES 9i)101127'H PL SE, RENTON, WA-:9$055; FROM CITY OF TUKWILA BEFORE WORKING PLUMBING STANDARD P}PING AND FIXTURES 10 E. DEFERRED SUBMITTALS 4 CHANGES DURING 5OUNDPROONNG VERTICAL HORIZONTAL SOUND CONTROL PHONE 793:949 CONSTRUCTION SHALL BE APPROVED BY THE WORK. 15 ACHIEVED BY INSULATING PLYWOOD 5UBFLOOR5 AND WALLS � CITY OF TUKWILA BEFORE START OF RCEL.WO. i8iQ8600582, TO EXECUTE THE WORK. F. FLOW RATES FOR PLUMBING FIXTURES SHALL GLALI I�C�rbG/4��GUULATIQ1�l5 :.: -, .._ _ tV l' _ A 1 .: - _ l'_iZ1r C� Ti F.i L . -- LEGAL ©ESCRtPTION;- ' -©T 64..SUNNY6ALE:- GARDENS _ G EN - .- _.._ _.- -. COMPLY WITH WAG 51-46 SEC. 402.0 A5 FOLLOWS GLAZING J6 FLOOR AREA - 17 .1: TOILETS - 1.6 6AL/FLU5H (MAX), O LAZ I NO U-VALUE = ►4 SHOWER5 - 2.5 GPM (MAX), DOOR U-VALUE LAV -FAUCETS - 2.5 GPM (MAX) FLOOR AREA CALCULATIONS: LAND USE REGULATIONS FIRST FLOOR: ITEM DESCRIPTION REQUIRED PROPOSAL LIVING AREAS: 24.-12.:25 6p. OARASE: _:.:. i? d r;C?iJ ��" 1 LOT SIZE/AREA 21,650 5F -- =-- 2 ZONE ZONE LDR `- PORCH 17EGK5 _ :{4 �GrJ fir- lE Rom,, `a LOT COVERAGE CALL. 3 LOTCOVERAGE 5 MAX. BLDG. DEPTH SECOND FLOOR: LIVING AREAS: - _. __ 7 G"�:"1' " =�- 6 MAX. BLDG. WIDTH ? FRONT SETBACK 2i A - PROPOSED BLDOIGARACE ._ . ~��, DECK5: _:._ ___j!.% r.QQ s' _ _. 8 Q SIDE SETBACK 4 DECK5 4 PORCH _ :,"C,►Ct. _._�E. _ _ :. _ TaTAC l.Crlti ia_ 4, ' r; �...;'3-t�'Z' GONG. WALKS 5.. DRIVEWAYS Oil:-- --1G-�?�.: 10 LANDSCAPED AREA 11 PARKING TOTAL(IMPERV.) '74'; : �' _ _ 12 LOT AREA = 21650 5F PERCENT COVERAGE t ■ ENERGY NOTES: ENERGY NOTES PER 76AWKA'SHINGTON STATE ENERGY CODE:: permit ft .. .._. yr .. y ..: - (. .'•.f,.:.--.yn>..-. ... __. .. _ , PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF: R-3b VAULTED CEILING R-3$ GEILINO:=WI"I'N CJ'fi-:.HST - . Plan�► - ' R-1 WALLS Ap j of ftViommof ALL OLAZINO SHALL BE DUAL GLAZING AND SOFT. OF GLAZING SHALL NOT EXCEED 50% OF 6RO55 FLOOR AREA FOR GAS HEAT PUMP. Of ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED ORS-r�s� WEATHER STRIPPED TO LIMIT AIR LEAKAGE. j AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILIN65 ARE APPLIED DIRECTLY TO THE UNDER SIDE OF. ROOF RAFTERS, ALSO IN EXTERIOR WALLS. CRY Of Ukwb HVAC EQUIPMENT SHALL BE SIZED NO GREATER THAN_I25:%_OF DESIGN LOAD-, ' .,. BUILD DIVISION THERM05TAT5 CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A HEIGHT SETBACK. SHOWERS SHALL HAVE A FLUE CONTROL DEVICE TO LIMIT FLOW TO A MAX OF 2.5 OPM PER 5HOWER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING WITH NAEGA H A ARA ES TO ELECTRIC WATER HEATER LOCATED 11-4 UNHEATED SPACES SUG S G G BE INSTALLED ON AN INCOMPRESSIBLE INSULATION (R-10 MIN.). GENERAL NOTES: THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWIN05, THE SPECIFICATIONS, THESE OENERAL NOTES AND THE SITE CONDITIONS, SHALL BE F'EPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH ERROR OR OM155ION IN WR!TTINO. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH ERRORS SHALL BE DONE AT THE CONTRACTORS RISK THE CONTRACTOR SHALL VERIFY AND' COORDINATE ALL, DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK, OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. STANDARDS: ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 20D3 114TagIR ISI i S ' aF3 'tC.ODE {.ii G) AS ADOPTED ._ No Chogm shall be madil, to 910 ecw Of work wlsliaut plot apprnv3l of Tukwila Ouilditig DiVi ►lOn• DESIGN CRITERIA: NOTE: Revisions will require a new plan sUbMittal and may include additional plan review tees.-i VERTICAL LOADS: RESIDENTIAL FLOOR LOADS ARE TO BE 40 P5F LIVE, AND 15 PSF FOR DEAD LOADS. ROOF RAFTERS WITH NO CEILING LOADS ARE TO BE 25 PSF LIVE; AND I* PSF FOR DEAD LOADS. ROOF RAFTERS SUPPORTING DRYWALL ARE TO BE 25 PSF LIVE, AND 15 P5F FOR DEAD LOADS. EXTERIOR DECKS ARE TO BE 60 P5F LIVE, AND 5 PSF roR:DEAD LOADS. RE51DENTIAAL SLAB ON GRADE ARE TO BE -DESIGNED FQR 100 PSF LIVE? AND ACTUAL DEAD LOADS. �,•� SOIL: SOIL BEARING PRESSURE : 2000 PSF ASSUMED W ALL FOOTING SHALLBEAR ON FIRM NON DISTURBED NATIVE EARTH ORfOOMPAGTED FILL. AREAS APP RMIED OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE O'c=2000 PSI) OR "STRUCTURAL BACKFILL" AREAS DE51ONATED "STRUCTURAL .BAGKFILL" SHALL BE FILLED WITH APPROVED WELL- NOV 13 ? 07 GRADED BANKRUN MATERIAL . MAXIMUM 51ZE OF ROCK 4", FROZEN SOIL, OROANIG MATERIAL, AND DELETERIOUS' MATTER NOT ALLOWED. COMPACT TO. AT LEAST 15% OF ITS MAXIMUM DEN5ITY A5 DETERMINED BY A5TM D-155 -rt8. Of TV lId CONTRACTOR°5HALL EXERCISE EXTREME CARE DURING EXCAVATION Ta AVOID DAMAGE TO BURIED LINES, BUIL®N pIVISIO(� TANKS, AND OTHER CONGEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL.RECIEVING INSTRUCTIONS FROM ARGHITECT.'A COMPETENT'REPRE5ENTATiVE OF THE -OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS.. CONCRETE AND GROUT: CONCRETE.- SHALL BE MADE WITH PORTLAND CEMENT ASTM 0-150 TYPE 1, COARSE AND FINE AGGREGATE ASTM 0-35, WATER GLEAN AND POTABLE, AND SHALL BE READY MIXED PER ASTM 0-44 UNLESS OTHERWISE APPROVED. ADD TO ALL EXTERIOR CONCRETE AN AIR -ENTRAINING AGENT TO ATTAIN 5% TO ?96 ENTRAINED AIR, BY VOLUME, CONFORMING TO ASTM 0-260. NO ALUMINUM (CONDUIT, MISCELLANEOUS ITEMS, ETC) SHALL BE EMBEDDED IN ANY CONCRETE. MATERIALS. MINIMUM f'c IN 28 DAYS IS TO BE P51 MINIMUM CEMENT CONTENT 15 5 SACK PER YARD MAXIMUM CONCRETE SLUMP TO BE 4" PLACE CONCRETE PER ACl 504 AND CONFORM TO ACI 604 (306) WINTER CONCRETING, AND AG! 605 (505) FOR HOT WEATHER CONCRETING. USE INTERIOR MEGHANICALL V15RATOR5 WITH Z000 RPM'MINIMUM FREQUENCY. DO NOT OVER VIBRATE. CONCRETE SHALL BE POURED MONOLITIGALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR GOLD TEMPERATURE FOR SEVEN.DAY5 AFTER POURING. PROVIDE CONTROL NTSAT 24' O.C. MAXIMUM FOR UNEXF05ED SLABS, INCLUDING TOPPING SLABS, 16' O.C. MAXIMUM FOR EXPOSED SLABS. DRYPACK GROUT: MAKE FROM ONE PART ASTM 0-150 TYPE 1. PORTLAND CEMENT, ONE PART FINE SAND ASTM C-53, AND ONE PART "EMBEGCO" BY.MASTER BUILDERS OR EQUAL. MIX DRY AS CAN BE WORKED, AND PACK 50LID To FILL ENTIRE SPACE UNDER PLATES AND SHAPES. USE "EMBE000" 656 FOR NON EXPOSED WORK. USE "MASTER BUILDERS FOR EXP05ED WORK. METAL REINFORCEMENT (CONCRETE): ALL REINFORCING SHALL CONFORM TO A5TM A-615, GRADE 60. DETAIL, FABRICATE AND PLACE PER AGI 515 AND 51e>. SPLICES SHALL BE 24 BAR DIAMETER OR IS" MIN. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-52 AND A-Ie5. LAP ONE FULL MESH ON SIDES AND ENDS. PLACE AT MID DEPTH OF' SLABS, OR AS SHOWN. ;• GENERAL REO.UIREMENT5: PROVIDE MINIMUM NAILING PER 20_SJ-BG__TABL.E 23GiG};4lr�i..OR...MORE A5 OTHERWISE 5HOWN. USE PRESSURE TREATED MATERIAL; WHERE INDICATED IN DRAWINGS. TREAT WOOD (NOT SEP -% 2007 INDICATED IN DRAWINGS) THAT 15 IN CONTACT WITH CONCRETE OR MA50NRY WITH 5 BRUSH GOATS OF WOODLIFE OR APPROVED EQUAL. PROVIDE CUT WASHERS BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. �CORRECTIGN r, 1)0 Ta- 105 53 3 fii=�1111� I�. fR��t�fl. 52 ' N V- U W W F W = Ucv < W (O 3 J V Lr <LL a �. cc � Z L W� z a: T r LLJ I � O O ry LLJ U Zz W L, U Q QO W I� o; n T7§ z � z O w Q ,;; U V 9� Y ti M 0 0 0- 1 rV . H �> z ~ Z CQ d4 d+ w cW co In F� w F-- w 0 o■ D _ �. d _ c 006 p Jon. 29 2007 14:45:44 C: TModel Proje is 2006 2 204. ro PROJECT NAME:. CABU1O TOPO C O ALE KONDEUS CREATED: Thu Jun 04 13:17r30 2000 PREY. PLOT: Mon Jan 22 14:12:52 2 PLOTTED: Mon.. , ..' . 1, I , � I \ � , I I -Written dimensions on this drawing shalt have precedence over . I . . . . scaled dimensions. hall verify all dimensions, - '� . . . . conditions, etc., pertaining to the work before proceeding. . I . .- . I notified must be of any variations from the . . . 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I . . z . � . . . .. , '. �.. , . -t , ..... . .. . ,I <,--, 1--, LNeIN, .. . . . i 14 .. . .- I .. . I i. , ,.I r. \ I I Ili I _fz� � &1 . . . _- Z . r _�' " - ` I I - .... �_ : -, - - , `I-�, I *1 1 . r I . � . z, I . 11 - I-- I I . 4 - . , , . , I.. I (, -1 � 1 I 'If jr .. . .. . . . I I _",, --- I V . . . i I � I , . . " � . ': , , . - , ., '. - '' i , - I J�'. A _� . _ ......... - 1-1 - a - -rl[,> . ", .?,� - - . ." . �, . - % � ... . . 1� , .i,M � . 1. : - , . R�W � \ 'i,, A Ili,] - I I - '. . : .; k 1-,!.,A, CNI I -I"-_.,. . CEMENT POND ENTIRELY : I , . ;. . r.. I - - ' ; . \1 . � . . . . . , I - i 11 h . - _,,-' 11 . .. - - V .�j 7 REMOVE AND DISCARD . . . '.. .7 -0 i,� � � R �., j ._", , .. _. � . , , " . . .. - i , ADE r . I Alk., -!I It". � . i . . � - - 4 . . . . . , .. . . ... . . . , '�, i U). - Crk I . . / � : .,C. . . .. . - EN I , r 'I � i !Iij- . INCLUDING ROCKERIES AND APPURTENANCES AS - I . . �_! , .'- , . : . . . . � - .. . . . . . , 1 j,", _TKS . I . . I I I ; , . - r I I � . - , L L V. L a I ; 111i ? -: I ROOTS : _: . I , WELL AS TREE T29 AND T30 INCL. I I . � - \ , . .: .1 .. , .. I I . I I :, * . , , I . .. ,( I 'ELE . _: .;�� .. : I 'Ali ,N\ r . 0�11 i il I " .'I . . .. . .. ; .. . , , ., . , . j � I - Q0 _i5 -, , - I , . I . . , I ',�'. I -, "I _ � , \ . 11 I I J i ��._! * , , , - I - 'L I 1 .3�� . i - - I . . . - I i I. �,� 10 I . , �.,x . ' ' . . . 1. :- - t r- . t jif. . 1 . I / r , 1 1:, . . . . . . ' . ! I Ij I 1 !; I - . . . ; . - . . . . I . . .. _1 .. . . .. 7S . . i i I - IN--." ` I 1_. - If / . 1 . � r � * f_.--i, _ . . - ., . . : I 'A I . 1 - I z-�, - . - i .... -. - ., . . , , � . ... I . ... . 1� 1. I � . I � I- . I . IZT' , . ,/ . . . I . . . .. . . . . . I : . I r, - - I ,.-. I.. . I , . . . . : - .1 I . . . . I .. , .. , , - . � , , " // I / %� _ -----__ � 0 -.1 i I 1 1 z - � I . . .1 . , , , , - 1111 _Nk_ ; I , . , i f I , : i'. '�* I . . . I :.1 I I I I , . . '. � I ,.. I . . , . I ", I . 11.�D . . - I f l,i�-� I 101, ) I . 4tr"O t . . . ".. . i . . : "" .. - * I . � 1. I 1 1 j i i I I l, -- - I ,,- . � � . . . 11 , , . . . .. .1 - f - )_ 1_ -%t 11 4 . I � I 1. - 1 . x � p� ii 4 1; � I I ,. _". - 11 E 'T34 INCLUDING 1. I , - ,:," . . i 7�,/ - f I - � " 4 , '' � .r . 1, � . . , i ., I. .. . . �, - , _�A , - ; 1 I I .. � ---..- �.,�. \ i I I 11 . 11, , ,,l . . I , li� " � . - .. - 11 . _. "." 'I , " -zl- I , . . , - 41��, _� -_ .. I , 1-11 i .1 . 1. I I I - . .. I .1 ... i �_� It I' .: :. - -, , , , .. � \ . .\!'� i A -, ( . k r - � , " % . , - . . . . .. -i I I r' ... , I - i ; � I 1---�- 3 . . ,,� . ,5:� 1 1 1 �, 1 3, 4 i I i N ,t;�.j f I .,-,. . . . . .. .1 . ... r I I 1 - - � - . �. I / I � . I I\.- - . - *. . I . _/. . -p--, � �) _,`!., . . . . . . .., -7- I , i ROOTS AND DISCARD. .. 11 . . . , � j H I - . , . .1. I . . - - r� , . . , 1, '. 11 , � i t I I I - -,-.. .. ,1 _j . . I - - . , 4 . .. . - --,---. . . . , . . I . . , 4 . I . . - i . . , . . - � - . I . i . _ I l' . , i 6 . I - I I, , - . . I . . I . , . 1. .. I . .. �. .� .A. I ___;._,.,.. . .. .4 .. r : ,` I . . �tl ,,.-___,, I .z I I . . ; - .. ��,`� . ) f ,-- 114 ` %i - _ - 1;�� .J I :., i I - � ') * I I � A I . . � , , . lio, I I I . I . . . . lA .- l_�.z 1 - , . \ . i, I I , - , � I . . . " 1, f it - , , . _.. If T) - I �. ) , I I ' - " �, ZO-1 'JA ,,-' -j ,/ " P I i il I r \ <_ " i 11 i "", ,- � 11 , .11 I 1. . � I . � . 4 L�ij ., . f - . . 119-1 ,,'., � - I ��j _j � t t" - � 1 Pq . . . I P, A, It . . . .1 . I I t, ; ,-11 ,� , I I �---,, I - t . - _ _ . �, ! I I "".1, , , I. :,�_l-- , I r . - I z il , I- I . . % I I , . I , 11 1, I I * F - . . Ji I ; . , I i . - . I I - .r . - " / I ; t 11 - f; i I , i _,j , _ .. . r - 1� -) I . - 11 , 1� i f P I '. .. . .. . . .. .;��!?:, � I . . T . , I � i .1 ..' r. . 2 � ,., . I x '. ..11 ,1, , - -1 4`) - i f 1�_, !� r,7 - 1. � \ Py i. , I ) \, ,--, " I . , I , - _,�'. I , �- , :." -.1 i - ,A'... ,,- p - 4 - - I I I ;� I - - 1- I I ., REMOVE AND RELOCATE EXISTING SIGN PER . I 1-11 , - . � I "., r I , ? "I - It'i, , 7' - ,�_- 'n -.> I I :_ , , it I &___I :��. . \ . . _,� ." .. . . . I .1 11.11�'i .,\ I , : �* . . , , I . , I �-, I \ . j F IJ- . � I - � � . � , � , , , , I A �11-f J 1_11 I _; : I I 1 / . -.1, I I i . 1, . . . .1 I , I I-) I . . V , I I 'a . I � . . . .. I . I I , -1 ,I. - .. .. .1 r I � ,�, I ! ; 11 i 11, - I STRUCTIONS FROM ,THE CITY AS WELL AS . . 'q C11%l - I i . I ti I (-0, r.) I . : . .1 ,6 1-1 j, i. 1, . I , . . . � .1 - . .,.. .. 1 I i \ , ( ,* .� . t 1 . i .J I . .. % . 1. : V - �<�J� I 1,-Z-,' _ --- ____ - I J.j; . .. -;. . . I . I - . .. � f . j .. I . R> .. . f, - , - , . If I i ___ ___ I . I 11 i , f:�� i - . I r , . , - (y) ... f I i i , !I . 7 ii . . . . . i� � . .1 . . '. - I/ -1 ._ ___ I , , TREE NO. T36 TO MAKE FOR THE PLANNED . . .1 : �.� . -, : - . . I i 11 f i i I,' I 9 I , I , - . I . - . I I z i I 1" 1 I, -- . . "I ., I --,,] N, 11 I q I i � . / I . I � -;� i �'.. I I . I . . 11 . I 1 14 I r - . . I "x, . i : I _. . I - . �', , .. . , " . 3 ( � �, .1 1- " .. : , i. - -, , 11 / 1 I / 4 . : � , DRIVEWAY . I , , i, i -L I I � I r . -L, I " - .. - .A - '. 'f It I I 11 � r� if , i . r , t / j I I ,I I 11 . , , A t--. * .. . - , I C) . f , . ['� I , . i .. , , , 1. - , - I . 1, . , -11 L . I ! rl . L i [ . . �, I . .. " , . , V .. .. - .1, I . . . - _J -1 �, I " 1 I * -1 1_" � . . . - I , , , -- . - I z i I , 4 \ -ti . N . I ��. I < t� ". - I r . . I "; . I I! *1 - 1, . � .r . � , I I 11 � . , . I ! i . ; -1 ` 4 L) -, I E I . , I . .,:>, � . . 11 � I A EVi I i , -, . A'. I , I . � \':., '. : - I , 1, I '_ - I " 11 \ , . / ,_, - (.s 4 1 1� , I/ 1-1 C),� : C/) f . i, %-- 1_. __ r-D FOR . .i. 11 I i 1'. I __ - z � . ; -,, - . . - '.. .. f. - - , I , , . ,, - J T I 7, t 1� I . -1 i_K) z I -J - tj p,E t- I A . 1� .1 . ., ., 1� \ i I - , '..l.' , I ; - ; �, ., , .. ". 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I - I 1. ,.I I I ,-" rL.,Lj --�� - 1 9 - : IMI . _,�_,� : - i �_� . . 11. \11 / , : f . . . , . f , . 1 i - I ��k�j� I \, I � :, , � - -1. E�1, - ... - - Ili . . i I , i _ I I � - - . � t i� �, I rL , , , _ Ll i -,O �W- I . 11 , , . I < _� I i - i I 4:_j . . I . . . ". I `�_ _. l�d•I i - \ I I \,:. . . . 11 - '114% - , ' . . i f � 1 4' / E - , � 10 .. , I % I I LJ11 . I .- f \ . � - - ... . �� � 'I C� :..�_z !_u - � . ; . , ',J, ., . . :. . , . .., . . . :* , 1* f li 41 ! - 15 — , J, -,, - \ . `i . "_ . . ,0"OK�, " l'i , _� - , i ", , " I ___ ,,- 11. I - , , , z I . 1! . z 1.1-1 i . _.. . i i r it - r, -t . :: � . . I . . , I; A `11 z . t.ji It 1. � I r . . .1 -.1, . , - % I I I I I if i j 4 .I ---i,, U ) -Z - , -,-' -1- lzi_ . - " 1% it . ., tlo; i r . . �,_) , - -,. - - , - - ,Ij .. - . . I ; "I I I ; 11 . r i 1.11� __�_ I I : t, 1. 'L - I I . i _,r I _ � f I I . � . / , . 1� j - ! , 1% ,_ .. I * . I . ., -1 z 0. , I � .... '�_11 _ � - I t � - I.. , . 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D, I . - - - - I I W t=_j 16 W � 0 0- C/i W > < W IN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: . iO r 4, ki Q") !/ • 4 Q w L %.,r } f'' 1 � ; 4 r'� � `\� .. �, . i. i ••••`._." <'�'� `� ti � i Z 1-_ I i °. �' t t '�� .- � :` AI 3 f / _ 1 ��* 'sX tio�:.. '• `� �\ , ! '__1ti»? Y.^, \ 0 i I• i,1 f ^ i !11 _ ' C� j ` ./ �`„ 1 ( F •,'AJ�y.. V\Tf{.,�, w�`"". ti J':ft-"hl t\.�.. '�`"..,,`\ 'i +.L '•.\ 3\1 i i I1 �„ �S,< i ...tea �. }f I� .. 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' • _*„ � �:1'01-- i / 1, F NCERNED / t i �" �`�`: ( t I J~,, 1..,'3� i,^+; .rR"� L S' j ° _1' r .� o a j i rh't - t1 • ` t . 1, f ',L,� a,� W8 " , f f' � ' . Ir ;l `' f' T RTIES OWNING OR OPERATING SAID UTIL !^" 1 • 1 ERFORM TH ITIES i i 'f� f t SHALL E ACTUAL W OF M l.w.y I i .,1j,� .r ,... y . �7' .\• p,,�'..✓ i 1 , `'�` %`' R P ORK OVI REP G f f ,Fr l , - !, � r 3 Lip I '��`° Q `. i� � � 1 % .f I / .7 '''ti 0 REVISING THE UTILITIES. NG� AIRTN 1 f { 1. 'i _ rr ,y J .i ',# r/,, a r i`��J `1` .f' '° ..e `,t ✓' F` r111 \' ,s I ri 'i �_ ,f fr f iiz » a • , j 'i, r' ,•' r r " 1 -.._,� �;1 �� frrV ® �,` °`�•f ✓ �1I } ; C _ ?r _ _ _ _ ._ ' 1 !` s '"' ' /' «? ^\. {t, y �~1 �,r[� ti 3 • OORDINATE WORK WITH THE 1264 F f. y i I h' d� .1 r.o. X• r r' s` /; f J , ti , w L J t I : , ti •.! S.iY � 4 -`v ° lr11 X X-' t i i j! 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AMPLE TIME FOR THEIR WORK TO II — < t. ° ,,,.,, ,..� i , 11 I- 'll : �' ` I BE PERFORMED. ,1 .t1 W r� r ,P , _M 1r' _..w". , V. �+ ` ^, ,i., , ,,,,•,"_ 0 J i'_t,' _,,— .. 5 ._. :...,..,._..__._1_ .". f�.t•T "�- - `' • •__....,,...,..+rn... ..,..,.,,.-..... r}� HE EXISTING SERVICE LINES AND UTILITY STRUCTURES " ' ON S E SHALL BE P ter.. _....__._ �' „..,. A ''lr�.'{ i i IT ROTECTED AGAINST DAMAGE. _.. w.."... ,__._..._.,..,...,_. V A .• f I I �``,,7 �i�,.,l�(.r't:(1���^:i � 5 .°� I ! �'rf' S _ .. r' , , 'y r' PROVIDE FOR SURFACE DRAINAGE DURING CONSTRUCTION. 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KEEP EXCAVATIONS :,...,,._........,..........::::.:...& t I t =r d. ! . &, 1.�, / 1 .- ;: t,r �,. ✓ t r w, s1a1 7 r !f WATER DURING THE _, J; h ;tiV; 1 ,� -J G �Cs ! , r ...31r li 1 A0, � 1 - i � � � CONSTRUCTION. ENTIRE PROGRESS OF THE JJr7r� rj t ;) �( i.l J! f` I` .,, f 1 r�'J II r P I randomfill 11a a,: , , I I - _ t . � ir'1 i G` t . p ..,.,. ~i r i 'ti.,. i J f t Cv� • r t •?F t /' ' F V } ' J » n Ev d'• j ' _ i TAKE PRECAUTIONS /� , ! t —y I l ,7 AND TE ORA M SU S T t % MP RY EA { VENT DAMAGE FROM E RE 0'RE— ! ! I t t ,1� / ? ' t� t_' f .!.•'� I r t �" t..:_ w� I: i �:w rr ROS I ON . NTROL DUS T `) i I : em fifterfabric f.00 . ' p' !} j r , 1 1 / I IN AREAS BEING GRADED . CO AND 4JATER ! 1 ` -Z,.' ► '' / �4,4;,` 1, y 11 !! 1% ~ 1..: J + f f th rJ ( j_ # f ~ Z 1 47 ` ' - f ' . -) Ii III- / V I.1J ! r I r F l,,. p Lt O 4� "perpipe ! t f i -; ( .. '�,,�" ....•'.•' B� , + 1 t iS min 7a a ° Tr,a a I � ','' � 1 --` "" ''» 8 FILL MATE SHALL BE ALL SUITABLE t i i '! 0 ii6d I�DCi4 r f ;� +' ri�1i "' ly -.4 J 1., �, %z� RIAL E ...,_....,.. _.._.:.....,..,.w..� _» »»»»-�_.,._,...._....,....... ._._.__ __w W_-__ _ .� . IM ��.J�a � 1��� -0/4"WasFROM EXC REAS. FILL MAT CEIVE ,.............. - .., - ..........» ____ _ �a [7 0� n ` � TION A TA� CI R 11 I. ' s3 9,)/ N\ �CI_I/ _.n_.I. 1:. jj( j() j( +- ' " ' REMOVED AVA MATERIALS D ;i - r�'-i'4 "ill ) 7, 11, r-,tr•. rj^• fr r-_Y t ^t.'lW�w ",,I r^^ I r .._�.,.; .....,_..._.�ri ..,�.._ _F._._....j vy,...._..,... .fit.._i. 4 " 7 q'Qabq �4o-4 ,t......__.._ MM....._._ »_...._._._. t SHALL BE REASONABLY FREE OF R ER TY,OFT KUI/ILA !" ; 1 �j�t 1 t ) r;:,. a a ww- _t. DOTS O e �,�Llt tC..1Y _..j{.d . 1C:� J�� r, s. Y /t`'i� F• f: ?{ S �x 1J' IiT? r •�I 7� .i -1 i,ra^ t j( f!!{s fb a6 op'�4$aop 1 w.... _._..w _............... _.......�..........-.... TRASH, FROZEN M , RGANIC MATERIALS _. d / e .,. l' . r �J f f _ I ATERIAL, AND STONES HAVING A MAXIMUM S-1 9 Z00% .;` � I ,�1 r TN-- r� ,! T...I �. J++oi„ ,.. �� i� � C 6� ? ....:�� % �t i � ` DIMENSION GREATER THAN 4". ...._........ _...,.,..,i ....1 1 !�1 1 l.i l.� 1_L 11 �1 y i °li, - mn { j ,'� {9. BORROW MA PERMTCE(VTERI TERIAL SHALL E BROUGHT FROM SOURJ; \ v,I t. . I11\ %IPI t, ., i ( Fit", , ai AND APPROVED BY THE CITY. BORROW MATERIAL SHALL BE A I , \t ;' i I i' .�; 1! I `. TR'ENCH -SECTION 1 � y '� I LOW PLASTICITY INORGANIC GRANULAR S ' oTL. CORRE TION 1 0 . OVEREXCAVATION UNDER ANY DESIGNED FEATURE SHALL BE t r 1 `L'T R # 'S , GRADING PLAN `c BROUGHT BACK TO GRADE BY ENGI NEERED FILL. �rr ' Y SCALE: 1" — 10' - o" A11) i, ^ , ,,.._-� , .., �:....,,�.•.._ ,.,.,�,,", r-� 1/1 , -14' 1 _.__-.,e- "/1Aa. ,,,pr �...,a,.•,w.n•ma!,..>"';..w--,.n,-..e -.u: � caw w . rxr. < ___ 01 I "Ir 0 LI] e., IL C) t:%.. LIJJ t i d O C%� d z z a w _z �' AO AP&. a (0 ■ C) r C9 � r W `r' tn, M M iT� M W 1p-0 i � L0 .Ni --i-� :.[� F_ LL. z c„7 Z CL (D U_ N U) M Z • ~ 0 � >a M ? � X 9 r I� WW � in I- in CV V . Q O 1J,��.. 2 W Z 12 = 0 OF U z & a a LL go W.,W a � � 2 Z O Q� W Z n N W � - r "` W Z � 0 � �j j �� • • CV M O Q Cr = ix . Z'' 0 1p- (9 -Z T• r.L y ) W Z>. ... .. �_,. ed w 0 a ;�" / I __J 2 LL Ipp— ,J D 0 ( W Q w O Z Q LU Q V 0) STANDARD ESC PLAN NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD -OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). G ROT) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, ><ISTi192NO go REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE E(5. 1 0� APPLICANT/ESC SUPERVISOR. UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF. THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED o BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO 00, CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING p0 LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE �° APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. Rcgp 0 4, THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN� CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF ° SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. ° o c 0 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED R = 25' MIN, ���^�' SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR 12" MIN. DEPTH CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT (6-MIN. FOR RESIDENTIAL FENCES, ETC.). SINGLE FAMILY LOTS) 6. THE ESC FACILITIES SHALLBE IN SPECTED DAILY BY THE APPLICANT/ESC: SUPERVISOR AND 4" TO 8""QUARRY SPALLS - MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT (4 TO 6 FOR RESIDENTIAL OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO . APRIL 30) SINGLE FAMILY LOTS) AND OF MONTHLY . REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA DISTURBED FOR TWO. DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE. ;IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MAINTENANCE D.4.41 MULCHING, PLASTIC COVERING, ETC.). THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE A C TiON ENTRANCE RC�K PAC 8. ANY AREA .NEEDING .;ESC 'MEASURES T NT5 ADDRESSED WITHIN :(15)' DAYS. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE ,THAN ONE (1) FOOT OF SEDIMENT DE ALLOWED,- TO. ACCUMULATE FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS WITHIN A CATCH BASIN. ALL. CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO � WIRE MESH SUPPORT FENCE THE DOWNSTREAM SYSTEM. FOR FILTER FABRIC 10. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF -THE PROJECT. I I :•' :I I BURY BOTTOM 11. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE I ( GROUND SURFACE ) I OF FILTER. MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE iv j I = I I MATERIAL IN STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS. AN INFILTRATION SYSTEM, " " THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST _ 8 x12 TRENCH THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. %\\ r/\\ r 12. -WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED I _ I i AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. _ ---- -- T"r-- � I I _-.__---- 6' MAX. I i 13. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE w I I ;rli i REVIEWED TO IDENTIFY WHICH ONES CAN . BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET I J SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN jLi UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT 2"x2" WOOD POSTS. STANDARD OR BETTER PROPERTIES, OR DRAINAGE FACILITIES. OR EQUIVALENT TEMPORARY EROSION CONTROL SEED MIX % WEIGHT % PURITY % GERMINATION CHEWINGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR FESTUCA RUBRA ANNUAL OR PERENNIAL RYE 40 98 90 LOL/UM MlIL77FLORIJM OR LOL/UM PERENNE REDTOP OR COLONIAL BENTGRASS 10 92 85 AGROST/S ALGA OR AGROS77S TENU/S WHITE DUTCH CLOVER 10 98 90 TRIFOL/UM REPENS SILT FENCE DESIGN AND ,INSTALLATION SPECIFICATIONS 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. . A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON -SITE. AOS (ASTM D-4751) = 30-100 SIEVE SIZE R30-0.15 60-0.15 mm) FOR SILT FILM 50-100 SIEVE SIZE mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) = 0.02 SEC -' MIN. GRAB TENSILE STRENGTH (ASTM D-4632) = 180 LBS FOR EXTRA. STRENGTH FABRIC 100 LBS FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) = 30% MAX. ULTRAVIOLET RESISTANCE = 70% MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. MULCHING NOTES 1. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 2. MULCH IS REQUIRED AND SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2: 1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. WIRE MESH SUPPORT FENC (TO BE LOCATED ON THE _ DOWNHILL SIDE OF THE tO FILTER FABRIC) FILTER FABRIC MATERIAL o N Lo PROVIDE WASHED GRAVEL BACKFILL, 3/4. - 3 IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8'\ THE SURFACE MIN. BURY BOTTOM OF FILTER MATERIAL IN 8"x12" TRENCH 2"x2"x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT MAINTENANCE D.4.3.1 SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING KEY BALE 4" MIN. DEPTH INTO NATIVE SOIL FILTERED RUNOFF -1 m SEDIMENT LADEN RUNOFF - COMPACTED SOIL TO PREVENT SLIPPING/PIPING 1 9"MIN_ -N910 z 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE AW AND. HAY BALE BARRIERS C N.T.S. SOLID WALLS FILTER MEDIA FOR DEWATER' RUNOFF WATER WITH SEDIMENT 18" MIN X -SEDIMENT EXTEND FILTER FABRIC 6" BEYOND GRATE C.B. INLET FILTER FABRIC ON TOP OF GRATE WASHED ROCK 3 4" TO 3" (12" MIN. DEPTH . 1 /2" WIRE MESH OR /\ HARDWARE CLOTH ' UNDER FILTER FABRIC AND EXTEND 12" BEYOND GRATE IN ALL DIRECTIONS FILTERED WATER IL t MAI NA E D.4.4.1 1..QU RRY SPALLSI SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE TO THE F SPEC( (CATIONS. 2. IF E ENTRANIE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN LTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS AY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR T INSTALLATI N OF A WHEEL WASH. IF WASHING IS USED, TI SHALL BE DONE:.ON AN GRATE AREA OVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR P ND. ANY DIMENT TH # IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEE ING. THE DIMENT COLLECTED BY SWEEPING SHALL ..BE REMOVED .OR STABILIZED ON �r SITE. THE PAVEM NT .SHALL OT BE CLEANED BY WASHING. DOWN THE STREET, EXCEPT WHEN SWEEPING t tNEFFECTNE AND THERE IS. A THREAT TO PUBLIC SAFEtY. IF IT IS NECESSARY TO . WA H THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE /\X CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY 13PALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE \\ \ ROADWAY SHALL B 7 REMOVED IMMEDIATELY. 5. IF VEHICLES E ENTERING 'OR EXITING. THE SITE AT POINTS OTHER THAN THE \\/\ CONSTRUCTION ENTRANCE, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. i \\ \ MAI VENAN E D.4.3. \\/\ 1. AN DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF ONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST' BE INTERCEPTED AND (CONVEYED TO A SEDIMENT TRAP OR POND. ti 3. IT . S IMPORTAN . TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE j CLOG ING AND ACING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF. FLOW PARALLEL 110 THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE { NOTES: TRAPPED SEDIMEN. 4. SE IMENT MUS I BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. f NOTE: THIS DETAIL IS ONLY 1. INSERT MUST PROVIDE A 5. IF HE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE 3 SCHEMATIC. ANY INSERT IS MIN. OF 0.5 C.F. OF REPLA ED. ALLOWED THAT HAS A MIN. STORAGE. 0.5 C.F. OF STORAGE. THE MEANS TO DEWATER THE STORED 2• CONTRACTOR SHALL REMOVE MA I NANCE D.4.5.3 -------� " D E SEDIMENT, AN OVERFLOW, AND & PROPERLY DISPOSE OF SEDIMENT FROM INSERT 1. A . ACCUMULATED SEDIMENT ON, OR AROUND THE FILTER FABRIC PROTECTION SHALL BE ; �:. A + ® ��" CAN BE EASILY MAINTAINED. BOTTOM AS NEEDED TO REMOVED IMMEDIATELY. : SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT c®®� D ENSURE DRAINAGE THROUGH MUST BE DISPOSE OF AS FILL ON SITE OR , HAULED OFF SITE. SEDIMENT A n®�� FILTER. 2. AN SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT ; NOV 3 2001 M0I NANCE D.4.5.3 SHALL BE CLEANEDOR REPLACED AT LEAST MONTHLY. 3. RE ULAR MAINT NANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. CATCH BASIN PROTMCMN UNLIKEMANY FOR OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN. PROTECTION WILL NTS .COFFSITE) FAIL SUDDENLY AtD COMPLETELY IF NOT MAINTAINED PROPERLY. ®f T�4c�I►1a CIS �� �,� II SING DI D. - SHEET FLOW 11 PLAN PtECE MD CITY OF TLIKMLA MAR 2 6 20071 PE:R 4T CENTER 5,337 REGISTERED ITECT` RENAT F ANCO STATE OF WASHINGTON y gal vti4 , t o >-z Z 1- I tW.J 2 LAJ j t3 to>WUJ m �o .4 a i 0 > to U 4- to o to t- O `" ed CL J U U ,c� g to Ir W. U JF- ° z mW O tr C1WtLXz '®t W tr Ln Q to ri►i M V= J ap 1 t to W 0 0., V) EW ©,J=o pa�i? a�LLJ - O Ln Go N J >� LLJ cr p > W �� w p y Z LAI Lai L.t. to N ..�. V a[ VA' s. Z Z W 2 J � e N gg �Om �aacr W © }- m O' © 1- � tXO O W .g W i j J ~' a s 0 to 1- O LLJ U.) M z Lei. LL. C1 J > V ~ Z Z --J Z Q O to tJ M = L ~ O C7 > W > W Uj 0 N W W C.� W to V H F- 2 o- c �t U4) 4- ... o. 4 pm 0 a E- o La Ca � 11'`I- 0 � W= 4% _ CL At O� t t 0 CL 0 i O. W U W W -i C.i J LAJ CL VI Z J Nr 53-1 *P>to W + + + + + 00Lnn o o C2 C Ln rn N — N W 0 V � w W VI J 6.. 32 or a CL CL CL o 4) to Ln 0 a' W Ln � -j0 to Ln v Ln rn N N � x W v N U O �-- a a �n - � W C7 L < L -j0 ao t/f C VV) 'coo a C x col 0 -0 U) t0 - m Z3 T3 L v_s 000 O C V v m v _ N C) Q v 0. L L L L 0) -p cc W [r = 1y F W W L16 .., C7 .aa. Z W 0 Z H 00 0 Q Q to W > � Q ~ Q rn N O Z N .... O Ln O z a. Ln M fin N C.� W Z Z Z O O 0 H U H 0 LL 0 J W J Z GC W !�C U Cie w (z U W 0 00 H -J g N to 4 r:> O LU D W W CC m I %&- v a.— - - -- CODE COMPLIANCE APFO NOV 13 2007 Cif ®f Tukwila &6ING DIM-12e , w w � � J Q U rN-O �-- w U, 1— Q W w I LL_ 1_.l_ O C)p r U� o LIJ !�1' O C:) rNWO < � O o w CD ® Lam., 00 � U w N C �Q �C cry aC � � n z ccz C� O c 5 cn O _ , U U 1 w _� 1 F— z j U �..� w ULJLJ Qwcy w O r v0 CI , cry t1 cryw0zU o = CD LU 0 ~ CV O CEO ~ :::zO � W L w ULI cn w f— ---� F-- cn Q� L p CD � -< U � � O cn O '— J c� � cry LU p ,U (D U cC U cn cC f-I cr--) CV CV-) �S CORRECTION �� 10001 LTR# s REDOVE SEP -7 ZU07 PERMIT Cwig-I L Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions. shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. ,• A I 34 87'-5' 21' 10'-1" 20'-6" 10'-5" 10'-10" 31'-5" 6'-8" 11'-4" 2'-6" 14'-6" pill Ali / 6 / ILCLOSET 11A,. % 1 ✓/ %10 / wi ° PLATCLOSET 11 APER P2801.6 1s �/n s rr®!®r Iioi/iiii/ii/i/,i®i/ //r®///,iori ! � �9 1 °sue®�� , i10x,• I� PROVIDE SEISMIC �STRAP d bj a CO ® rzapar.F •!/e/rr/Prir//!//////!//!!!!///!///ILIA. '. P!/!r/P////!///.Ar//r/!/!///////!///!//r/!/!I//�/�!/rr/!!®//!!e•//rr%®/�/llrH�'/!//uurP!//o!!/w/w�w �j ' 20'.-8" 5'-� ' 9'-7" 21' 8'-10" 10' BATHROOM FACILITIES SHALL COMPLY WITH SECTION 1106 OF THE W 51 THE HEIGHT OF THE WATER CLOSETS SHALL BE 17" MIN. AND 19." MAX. TOO T TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO LIFTED POSITION. GRAB BARS SHALL BE INSTALLED AT ONE SIDE AND AT BACK OF WATER CLOSET. THAN 33" AN RE THAN E SST D NOT MORE __: THE TOP OF GRAB BARS SHALL BE NOT LE 36" ABOVE AND PARALLEL TO THE FLOOR. NOTES. u u +� LAVATORIES AND SINKS SHALL BE INSTALLED WITH • THE RIM OR COUNTER I:.. oY(. E...V2..(0w.). Comb:.T.Yre : x III.-OrAm5 Ui Me . SURFACE NO HIGHER THAN 34" ABOVE FIN. FLOOR WITH A KNEE CLEARANCE %TAI ��.._Ea.4 _W l.l.�a, hC+�iWi"i"5 Mr_ �EG..•'tz3il•22 PIPES UNDER B OF NOT LESS THAN 29 IN HEIGHT AND 30" IN WIDTH. EXPOSED LAVATORIES AND SINKS SHALL BE INSULATED OR COVERED. _..2....' 1arX0F. :AW150�_,p 9....��6,.200.3:11W, rJ �\ l 3, p9ayIp�" '2'i Nj`jl.,k�L'I(tfa Ah 6�iC�l�l1+( �kl i'L.�hl , 3G" N11 L . PROVIDE GRAB BARS IN THE BATHTUBS PARALLEL TO THE FLOOR. LOWER GRAB �f �IhJ,!rljwl~AG. fir' AEG, �2312.I�IG..<?0' BARS SHALL BE INSTALLED CENTERED 9" ABOVE THE TUB RIM. UPPER OR �,. SINGLE GRAB BARS SHALL BE INSTALLED CENTERED NOT LESS THAN 33" AND LOOK PLAN �._. _ . , _ _.. GROUND F / MORE THAN 36" ABOVE FLOOR OF THE CLEAR SPACE. GRAB BARS SHALL HAVE • .t z • , wf e- ,�E . " 31il �'% Sf'e J'' �" F " MORE THAN 1 1/2- SCALE: 1/4 = 1 -0 W 4 Cd►'+C?'c�, �,� ��� �YG� ��i- R� AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4 NOR �. 4 ^ & ma rAer w� I�� ", AND HAVE A CLEARANCE OF 1 1 /2" BETWEEN THE BAR AND THE WALL. . w .n..Fr•+ .,. .. ... u• r mR ' r. -rt. ;: '•n,F.0 ,...: n wre.w , ., . ti oY:.: .. �.h,. i'S..+' • . E 1`. A E Q Ld Q L►J 0 L E N IiJ z _j El % 1 LEdEND: I.,IGHT FITTING FAN/HEAT COMBO, SMOKE DETECTOR . DUPLEX RECEPTACLE OUTLET; TELEPHONE OUTLET :tL TV/CABLE OUTLET SINGLE -POLE SWITCH IHREEY-WAY SWITCH SEP - 7 Z007 E .. INDOW g r='EI=IN1IT G E N T E h .DOOR :SAFETY GLASS. S.G. .ABOVE FLOOR FINISH; AFF ell.,:...... E. 4.. 00000 Th It o- 3� I U_ O Q • z `- z z z W W — cr) to 1 !P W MM N li. Q O Z o Z 9 LL F_:N °' O D _ "o O M� W Z C� W N Cc CQ 8 N LU z z z „ CV CM pin Z O r� V Z L >J_ 2 W Q W co C) o w z z :) Q o Cam! a Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 22'-6' 21._7, T LEG END: LIGHT FITTING FANMEAT COMBO, SMOKE DETECTOR- . D :DUPLEX RECEPTACLE OUTLET; :TELEPHONE OUTLET. tTVL TVlCABLE OUTLET . SIiVGLE :POLE SWITCH #i THREE; -.WAY SWITCH'F " WINDOW SEP - 7 2007 E DOOR 8 'SAFETY GLASS. S.G. .ABOVE FLOOR FINISH; A.F.F. LL O C) C; O z 0 z w �. to to W m E- Z Q = C, LO vy IBC U_ � Q 010 O U � Z 0 z 9 LL F_:� U) a O _CO �Q z U rLU 11 J W N m N Qa— O 5g, N z ty VVV"' Z Li d ri W z 1egL�y W � (V M W O'CY !Y z 0 F- O z cn J_ W o J U w O Of a. 5. R o ♦♦� LU z z C 8 C) a 6 NOTES GLAZING: SECURITY FOR DOORS AND WINDOWS. , .'OF GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH SEC. R308.3 { 1: AND R308.4 OF THE 2003 INTERNATIONAL RESIDENTIAL CODE . 1. BUILDING ENTRANCE LOCKS BUILDING ENTRANCE DOORS, INCLUDING GARAGE DOORS, SHALL BE CAPABLE OF LOCKING. THEY SHALL BE EQUIPPED WITH ADEAD-LOCKING LATCH WITH AT 2. GLAZING IN LOCATION SUBJECT.- TO HUMAN IMPACT SUCH AS GLASS ON DOORS, LEAST 112-INCH THROW WHICH PENETRATES THE STRIKER NOT LESS THAN GLAZING WITHIN 12" ON EITHER.SIDE OF A DOOR OPENING, GLAZING CLOSER 1/4-INCH. BUILDING ENTRANCE DOORS SHALL BE OPENABLE FROM THE INSIDE THAN IW TO FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. TEMPERED GLASS, LAMINATED..SAFETY GLASS, OR SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED FOR SKYLIGHTS PER SECTION R308.6.2 OF THR 2003 IRC: EXCEPTION: 3_SLIDING GLASS DOORS SHALL BE SAFETY GLASS, LAMINATED OR TEMPERED GARAGE -TO -EXTERIOR DOORS MAY BE EQUIPPED WITH AN ELECTRICALLY- OPERATED REMOTE CONTROL DEVICE FOR OPENING AND CLOSING IN LIEU OF A GLASS' DEAD -LOCKING LATCH BOLT. WHEN GARAGE -TO -EXTERIOR DOORS ARE EQUIPPED SHOWER ENCLOSURES SHALL -BE APPROVED WIRE REINFORCED, TEMPERED, OR WITH REMOTE CONTROL DEVICES, GARAGE -BUILDING DOORS NEED NOT BE LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. CAPABLE OF LOCKING. 2. WINDOWS AND SLIDING DOORS: DEAD BOLTS OR OTHER APPROVED LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING DOORS AND OPENABLE WINDOWS, THE LOCK SHALL BE INSTALLED NOTES , ON- WALL FLASHING: , SO THAT THE MOUNTING SCREWS FOR THE LOCK CASE ARE INACCESSIBLE FROM (, APPROVEDMETAL FLASHING SHALL BE .PROVIDED THE OUTSIDE., I ,CORROSION-RESISTANT IN THE MM9ERIOR WALL ENVELOPE IN SUCH A MANNER! AS TO PREVENT ENTRY INTO THE WALL CAVITY OR PENETRATION -OF WATER EXCEPTION: .OF .WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING WINDOWS WHOSE SILL ARE LOCATED 10 FEET OR MORE ABOVE GRADE OR 10 SHALL . EXTEND TO '-THE' 'SURFACE OF THE EXTERIOR WALL .FINISH AND FEET OR MORE ABOVE A DECK, BALCONY OR PORCH THAT IS NOT READILY SHALL BE INSTALLED TO. PREVENT WATER -FROM RE— II . TSE ' APPROVED -CORROSION-RESISTANT FLASHING ACCESSIBLE FROM GARAGE. NEED NOT HAVE OPERABLE INSIDE LATCHING EXTERIOR WALL. SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS PER DEVICES. 2003'IRC SECTION 703:8: 3.OBSERVATION PORTS: A) AT TOP OF --ALL EXTERIOR WINDOW .AND DOOR OPENINGS IN ENTRANCE DOOR'OTHER THAN TRANSPARENT DOORS. SHALL HAVE A SUCH A :MANNER. AS TO . BE Lp.AK . PROOF, EXCEPT THAT SELF — VISITOR -OBSERVATION PORT. THE PORT SHALL NOT IMPAIR THE FIRE RESISTANCE..; FLASHING 'WINDOWS HAVING A CO1Q'rINUOUS . LAP OF .NOT LESS OF THE DOOR. OBSERVATION PORTS SHALL BE. INSTALLED NOT LESS THAN 54 THAN 1 :1 /8. INCHES OVER THE SHEATHING. MATERIAL . AROUND INCHES AND NOT MORE THAN 66 INCHES ABOVE THE FLOOR. THE. pER't" MET?R : OF . THS .OPENING, -INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; .JAMB. FLASHING MAY 4. WINDOWS: ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL , OPENABLE WINDOWS SHALL HAVE OPERABLE INSIDE LATCHING DEVICES. B) UNDER AND,AT.ENDS OF WOOD OR.METAL-COPINGS AND SILLS. 1 EXCEPTION: t C) CONTINUOUSLY. ABOVE ALL -PROJECTING WOOD TRIM. . WINDOWS WHOSE SILLS ARE LOCATED 10 FEET OR MORE ABOVE GRADE �. OR 10 FEET OR MORE ABOVE A DECK, BALCONY OR PORCH THAT. IS D) WHERE EXTERIOR PORCHES, ..DECKS OR .STAIRS ATTACH TO NOT. READILY- ACCESSIBLE FROM GRADE. NEED NOT HAVE OPERABLE A WALL OR FLOORASSEMBLY OF WOOD -FRAME CONSTRUCTION. INSIDE LATCHING DEVICES. i.HCHEST Pt3iR1T OF ROOF _METAL ROOFING; SPANISFI Tic FIN. - h. GElL1NGLlI'dErEL 4645.-,:w IHARDY PLANK WALL FfIN is u f . °(LECIGLASS-PANEL: a ?'GARAGE D.O.O'R r I I►441N FLA. LINE EL 405.79' min Luul 0 ®f Ila �U�I` V;ION VITAL ROOFING SF'iNISH TILEFIN.t: �aJI�.®��,G vv. 1\t�41\i f�li Lil ECT RENATO A'CO STATE OF... �OH� I%TON F N LL 0 aZ cy) to co Lo �- �t Cr) cco m co in LA CV CV Lu. W F-- � 0. LL 06 Z 0 d C) ; H z LLJ LL ~ cW J LLi ; C . Z r M LL1 N ' c'4 .Q m l w c�.. U'. - v lei, 4 Wr,'IIM l, F FU- 428 S', 'A -METAL-ROOEIN, -SPAN IS K MLE-f IN., 12 1.2 12 Z , ---S Written dimensions on this drawing shall have precedence over scated dimensions, Contactor shatt verify all dimensions, Written dl, scated d'm( c rl onditions, etc., pertaining to the work before proceeding, The Owner must be notified of any variations from the m ris 0 r s Fd dimensions and/or conditions shown on these drawings. Any I s suc arla uch variation shalt be resolved by the Owner prior to proc proceeding. with the work, or the Contractor shalt accept f ut t r spo, full responsibility for -the cost to rectify same. -- ------- CONSTRUCTION' N OTES. V\. 0 MECHANICAT N BEARING. WALL FRAMING OTE S.- 2 X 6 STUDS 0 16 " ' O/C FOR DMIOR WALL. 2 X 4 STUDS 0 16" 0/c VEN71LAIION AND INDOOR AIR QUALITY (VIAQ) CODE'CoMpUMCE FOR 2ND FLOOR. DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 6 X 10 MINIMUM VATH ONE CRIPPLE AND ONE STUD EACH SUMMARY NOTM END EXCEPT. AT FIRST FLOOR WHICH SHALL HAVE 7M CRIPPLES AND ONE STUD AT EACH END. COLUMNS BELOW FLUSH MULTIPLJE JOIST BEAMS SHALL OUTSIDE R INLU BE EQUAL IN WIDTH TO THE BEAM. COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. I- PROVIDE NOT LESS THAN 4 SQUARE INCHES OF* NET FREE AREA WALL BASE_PLA7E ON CONCRETE 'OR MASONRY OF OPENING FOR. EACH HABITABLE SPACF. ANY KH OR COMBINAMON OF KM WHICH PROMDES 10 CFM AT 10 PASCALS AS DEMUNED EXTERIOR WALL PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED HEM-FIR.,.FoR ALL EVMOR AND INTERIOR WALLS BY THE HOME VENTILATING INSMIE (HVA) AIR FLOW TEST STANDARD SOLT PLATO.. OR SILL 70 CONCRETE'. OR MASONRY Syr DIAMETE IS DEEMM EQUIVALENT TO 4 SQUARE INCHES. ANCHOR BOLTS WITH WASHERS. VAT" R WITH 7 INCH MINIMUM EMBEDMENT PLACE AT 3r O/C MAXIMUM. USE MINIMUM OF TWO ANCHOR BMTS PER SILL Z OR OUTSIDE AIR INLET PORT (INTEGRAL PART OF WINDOW). AND'PLAdE WITHIN. 12 INCHES- OF EITHER END, CONCkEt INSERTS WITH EQUIVALENTALLOWABLE SIMM ARE ACCEPTABLE IN LIEU OF ANCHOR SOURCE SPECIFIC MN BOLM 1. BATHROOM EXHAUST — --- — ---- 50 CFM ROOF AND FLOOR FRAMING Z K17CHEN EXHAUST-! -------------- 100 CFM PROVIDE 2 X SOLD BLOCklNG FOR JOISTS AND RAFTERS Af THE SUPPORM 3.'LAUNDRY ROOM EXHAUST ---------- 50 CFM INSTALL DOUBLE JOISTS UNDER PARTITIONS DMDING ONE HALF OR MORE AW SPA& EX(VT AS 101%ERVASE CALLM OUT QU THE PLANS, WHOI E HOME EXHAUST FM ALL BEAMS SHALL BE MULTIPLE JOIST FLUSH BEAMS. NAILING AND METAL. CONNECTORS 1. TWO BEDROOMS OR LESS --------- 50 CFM 7- 7HREE BEDROOMS -------------- 80 CFM ALL NAIIJSSHALL BE COMMON. FASTMING SCHEDULE SHALL BE PER 200.3 I FOUR BEDROOMS ---------- —_ 100 CFM IBC TABLE NO. 2304.9.1 UNLESS OTHERWISE N07M ON THE PLANS. 4. WHOLE HOUSE FM NOISE RATM ---- 1.5 SIDNE (1MAXIMW) ALL METAL CONNECTORS S14ALL BE STRONG-71E CONNECTORS By SIMPSON OR APPROVED EQUAL PROVIDE CUT WASHERS FOR ALL BMT HEADS AND 5 CONIROL REQUI110- MANUAL AND AUTOMATIC CON7ROL (8 HOUR CL= TIMER) NUTS BEARING ON WOOD. EXHAUST ()URET IMMINATION PLYWOOD DIAPHRAGM - NAILING. 1. 3 FEET FROM PROPMTY LINE ALL PLYWOOD WALL AND ROOF DIAPHRAGM NAILING SHALL BE AS CALLED 2., 3 FEET FROM OPEIMLE OPENINM INTO Ak. BUILMQ OUT ON THE SCHEDUI F OR ON THEPLANS. -3. 10 FEET FROM MECHANICAL AIR INTAKE. GYPSUM WALLBOARD NAILING ------ 'ALL 5/8 INCH GYPSLIM WAi i anADn QUAI I nir U_ 0 > 0 z I— Uj CD C; LO z — F_ ce) to V- Co W A ce) C) Cn _T7 Lo LO ry LL U) < 0 W 0 > Z z 0 Cq L.L M 3: 00 CD CY) W Z W 2� 0 Cn W r- Fl- ED C14 C-4 D NPULL" 1%j M-L SIUDS, 0 R IEWED F TW AND- BOTTOM PLATES. WITH 6d COOLER NAILS OR NO. 13 " X N OMPLIANCE 1 5/8 INCH 0 7 INCHES O/C (5d COOLER NAILS FOR 1/2 INCH GWB). CODE C SHEARWALL DOUBLE STUD AT END CONCRETE WALLS OF SHEARWALL ALL CONCRETE WAUJS SHALL BE REINFORCED. UNLESS 0,THERNSE CALLED "SILL f=LATE NAILING" OUT. THE MINIMUM REINFORCING SHAM BE #4.o 1.3 INCHES O/C EACH BEDROOM 6 CLO.* Nov 13 2007 z HALL WAY AT THE CENTER FOR 6 INCH WALLS AND #5 0 15 INCHES O/C EACH W �2 q fO_ SEE ScH=DU!= WAY AT CEN[7ER FOR 8 INCH - WALLS. 1F1_405 -------- .1 J p N _1 R, GRAM r City of Tukwila "'CAL BARS SHALL START FROM TOP OF FOOTING& HORIZONTAL BARS ADE qT ON (2) PTS20 SHALL START A DISTANCE OF 1/2 THE NORMALBAR SPACING FROM TOP B IL IN (1) OF FOOTINGS AND TOP OF FRAMED.SLAB& IN ADDITION, THERE SHAM BE IP-1 I . . —_ CRAWL SPACE CMST14/10 A HORIZONTAL BAR AT A MAXIMUM OF 3 INCHES FROM THE To OF WALL 'K" P AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS To MATCH THE HORIZONTAL 'REINFORCING WITH _j L NOTE ON FOUNDATION DRAINS: 166 18 INCHES LAP SPLICE AT EACH- SIDE OR BEND ONE SIDE TO PROVIDE 36 INCHES LAP.. -=-OR CRUSfiED STONE DRAINS SHALL -EXTEND AT'LEAST 1 FOOT 03 S THE OUTSIDE EDGE STAIR NOTES PER 20 IRC A ADOPTED BY CITY OFL.. OF THEAFOOTING AND 6 :INCHES ABOVE THE TOP OF THE FOOTING AND - TIE COVERED - WITH AN" NERIBRANE. "PROVED FILTER MATERIAL.; ME -TOP -OF OPEN JOINTS' 7:0F -DRAIN TILES -SHALL 1. STAIR TO HAVE 7 31e MAXIMUM RISE AND 10- MINIMUM. RUN BE PROTECTED IWITH STRIPS OF BUILDING PAPERr AND. W li- DOUBLE M.L. OR JOIST 2- STAIR TO HAVE MINIMUM WIDTH OF 36' TILES OR - P E DRAINAGE. LTF:,4 ERFORATED PIPE:.SHALL BE PLACED ON A MINIMUM -OF 2 .2 Lz Z - 5E E ALIGNED WITH END OF < INCHES OF wASHED'.� z SCHEDULE 3. STAIR SHALL HAVE A HEADROOM CLEARANCE OF NOT GRAVEL OR CRUSHED ROM AT LEAST ONE SIEVE W 5HEARWALL AE30VE LESS T14AN 6 FEET 8 INCHES. .-SIZE LARGER THAN THE JOINT; OPEN ING OR PERFORATION AND'COVERED IN422RES OF:" .M S, 5HEARWALL 4. HANDRAILS SHALL NOT PROJECT MORE THAN 3 1 WITH NOT LESS THAN'. 6 AmE MATERIAL. LU DOUBLE STUD Ir INTO THE REQUIRED STAIR WIDTH AND SHALL HAVE A SPACE OF NOT LESS THAN - 1. 1 /2- 6i �'i co 13ETWM THE WALL AND THE HANDRAIL !� > > W W W .0 a Of GARAGE/HOUSE''DUCT- PENETRATION: 5- -THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN I'l SHEARWALL HOLDDO NSAT CAN -TILE /2" W VER OR MORE THAN r IN CROSS -SECTIONAL DIMENSIONS. DUCTS -IN THE GARAGE- AND DUdiS z PENETRATING WALLS AND*CEILINGS 6. HANDRAILS SHALL HAVE THEIR ENDS RETURNED OR SHALL TERMINATE IN SEPARATING THE- DWELLING: FROM THE: GARAGE _SHALL BE CONSTRUCT . ED. 0 NEWEL POSTS OR SAFETY TERMINALS. OF NO. 26 AMIN) SHEET'METAL 'OR - OTHER APPROVED MATERI GAGE AL - AND SHALL HAVE No OPENINGS INTO NOT LESS THAN 34 INCHES OR MORE THAN 38 INCHES ABOVE z -T 7- THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE PLAC THE GARAGE. (D w ED 10 .. .... 112 THE NOSING OF TREADS AND LANDINGS. H,"Itr 5, . . . . . . . . . . . . NOTES ON ACCESS -HATCHES AND.,DOORS: 00 gp, 8, OPEN GUARDRAI AMENTAL U) LS SHALL HAVE INTERMEDIATE.� RAILS _OR AWORN -2 PATTERN SUCH THAT A SPHERE 4 INC14ES-IN DIAMETER CANNOT PASS THROUGH.- ACCESS 'DOORS FROM CONDITIONED SPACES To Rn 5�, PPED AM rawl spaces) SHALL BE TqEATHER_S UNCONDITIONED.SPACES le.g.,4ttics and c TRI EQUA TO TIM INSULATION THE. SURROUNDING SURFACES. c0 D E c 'w 0 M ED P OV L '0 IA OP �N N ]CE H AA 1 3 2007 L—,c,,—%,,-11 G N'� A WOOD FRAMED OR..EQUIVALENT < BAFFLE -OR RETAINER MUST. WHEN LOOSE FILL, BE -PROVIDED INSULATION is iNsTALLEDrTo PRAvENT LOOSE FILL INSULATION FROM Spi LLING _-INTO.LiVING.'SpACES -WHEN THE ATTIC Uj ACCESS as OPEN=,. AND' To. PROVIDE - A PERMANENT MEANS OF MAIN" TAINING THE.' INSTALLED R- LOOSE FILL. INSULATION, VALUE- OF. THE' 2 LAYE;i* 5/0" 14 t - I A TYPE 01 �,N`z X P ;:4" A4 j V�l __11 t `4 Mg > TYP. STAIRDETAIL GREAT ROOM D WT10 jAALt N 4y BATH. R"11"I"t 3� �izgg mr'; �g ............... q Lye TL 71� W. h, < HAW". W ON < 4 -,p�ZT TOW"' 0 z Cq ARAGEm HALL 4 JLWAr.1NG A K R I PREP.I. KI BA T-H- I A1_1 BEbROom. i W Nl_ -4.0 7, 4 0141PLV 4 11 1 M-12 U" CRA SPACE ___4j0 - F1 �G N 4. TYP —4 NANDR-AIL DETAIL. 'P T16 RECEIVED 5337 REGISTEREp F_ CITY OF TUKWILA 0 MAR 2 6 20071 z C) ..o. 8 :,. C� REWliTn LU 0 PERMITCENTER' STATE OF W (N LL cr) Ore, 000 Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify, all dimensions, conditions, etc., pertaining to. the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibiUt � . 1.If3r.�--- _2.4�.0 fA ROOF PLAN SCALE: 1/4" = 1' - 0" i TR U S S N 0TES TRUSSES SHALL CARRY MANUFACTURER STAMP & BE INSTALLED & BRACED TRUSSES TO BE TO MANUFACTURER'S SPECS. ENGINEER. CALC TRUSSES WILL NOT *BE FIELD ALTERED WITHOUT PRIOR BLDG. DEPT. TO FABRICATION PLANT THAT IS APPROVAL OF ENGINEERING CALCS. AS MANUFACTUF TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON. SITE FOR FIELD SPACING. DIVISIC INSPECTIONS. ALL BEAMS & HEADERS TO BE 410 U.N.Q. PROVIDE SCREENED OF RAFTERS, JA :BLOCKING. OVER SUPPORTS. ROOF VALLEYS TO HAVE NO. 26 GAUGE GALVANIZE MANUFACTURER FLASHING AS PER SECTION 1405.3. 2003 IBC U ESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ATIONS ARE TO BE SUBMITTED FOR CODE COMPLIANCE PRIOR NON -BEARING. WALLS SHOULD BE. HELD DOWN FROM THE TRUSS TO BOTTOM IR PERMIT ISSUANCE. TRUSSES TO BE MANUFACTURED IN A CHORD WITH AN APPROVED FASTENER. TO INSURE TRUSS BOTTOM CHORD WILL )PROVED UNDER THE REQUIREMENTS OF SECTION 1704.2 BEAR ON NON -BEARING WALL. C PLANT NAME AND ADDRESS, DESIGN LOAD AND MAXIMUM III -APPROVED HANGERS TO BE USED AT ALL CONNECTIONS ROOF TO BE ANCHORED TO RESIST . NET WIND UPLIFT LOADS. USE SIMPSON '°H" OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. 'TRUSS ANCHORS OR EQUIVALENT. PROVIDE TYPE. IN&- v a_ .. — _ CODE COMPLIANCE APPROVED Nov 13 2007 City ®f Tukwila.... RECEWM CITY OF TUKWILA MAR 2 6 20071 PE-FWIT CENTEF, t,�,_5337 I REGISTERED LRENATofST LL 0 C) s Z �r��rr 0 Q z w U�� W -- � CM M M T F �C Uj ■. ~ LL `O V J LL N W o U_ = F 0 0- L" z rr ry W m It N Q e- U z - Co LL N Wz LLUj � � d T 0 Z. Z W Q W W W Z O V fL �T r I U o� �c LL a-- �C6 4< Q a z N ct F- Ln U 00 a Lo CL W 1 w a. Z CDz U w +� a C w J V C0 -/ 1 •DIMENSIONAL.,95 YEAR i 'fI J 'FIALT - 1",.00 : OIIEIR ROOFING VEN n OS® PLYWOOD FELT.'SHEA • I'DING i i r r R-30 TIrD — �� . w/ v SOFFIT ,� ®`CE ENGINEERED. RTRUSSES •62e O.C. PER PLAN 3/B" GB• • AL GUTTER • .Ni.B. PER EI.EV. WOOD FASMA. CNER11410 BLDG FELT SWGi • 2X R STilD FRAMING a O.0 / VAPOR 13A►TT IN�SU AMON BARRIER • 2X6i • STUDS ----•� 1/2" CDX'PLYWOOD 0.66• �► BUILDING PAPER OV TYP• RIM JOIST 16d 6 120 O.C. 3/4" T&G PLY. SST. OR O.&B. R-14 BATT INS. . 10d 0 e O.C. FLOOR SST PER PLAN 0 r O.C. MAX. kId4X. 0 1 NS 12" OF CORNER, 'UNO NATURAL GRAD ° a• 2X6 P.T.MUD SILL +B • ° a °' 2 — 04 OONT. REBAR • •:: ` CRAWL SPACE e a .. d e • • a : d MIL. MWEEN r PERF.. DRN. TILE SET IN GRANEi. • <. d \ e ° d a \ \ \ T , 2 — #4 CONT. REBAR ' : , �• • 16• E' 7"RIOR TALL SECT i SCALE 1 " = 1 ' -O BEYOND IARRIER VENTEC SOFFIT CONT. METAL GUTTER WOOD FASGIj ON DIMEN510NAL 25 YEAR -- COMPOSITION >4SPHALT SHINGLES OVER ROOFING FELT OVER O5B PLYWOOD SHEATHING DIMEN516NAL 25 YEAR -- COMPOSITION ASPHALT SHINGLES OVER ROOFING FELTTOVER 055 PLYWOOD . SHEATHINGG 1"BAFFLE FOR VENTILATION EXTEND 12" BEYOND / INSULATION VENTED SOFFIT . � J R-3$ IN5UL W/ VAPOR BARRIER ( ® GEILIN6 ",ENGINEERED ROOF TRUSSES @24" O.G. PER PLAN CONT. METAL ' 515" G.W.B. GUTTER WOOD FASCIA jI �Z16E''S1L?INiS PER ELEV. i `I OVER 15# BLDG FELT 1/2" OSB PLYWOOD SHTS 2X 6 STUD FRAMING 024" O:G. R 21 BATT INSULATION, W/ VAPOR BARRIER 2X6 SILL PLATE —FINISH FLOORING : 5/4" PLYWOOD _r DOUBLE TOP PLATES TYPICAL 2X6 v —. R-21 BATT IN5UL WOOD STUDS 4" THICK GONG. PRESSURE SLAB ON A 6 MIL. TREATED 2X6 VAPOR BARRIER SILL PLATE AND 6" DRAIN FILL 1/2" X 10" AB. 4' I-0O.Ck� )E h''�FlA�NE12 RIC71D PERIMETER INSULATION 12-10-(I"BCMAyA_Y) 2- #4 BAR GONT. ' 4X4-W4.OXW4.0 ". •: • ;,� FINISHED GRADE c I �` �\� '\`ti\7'7 717 FR057 LINE qt rX 1% 4" TIGHT 4" 8" 4,' 2 - #4 BARS LINE,TYf?_ALL AP-WD. CONT. 4" PERF. FTC. DRAIN W/ 6RAV. dr FILL WALL SECTION SCALE : 1" 1,-d, PdN l dj t. ddi PdP I" BAFFLE FOR VENTILATION EXTEND 12" BEYOND INSULATION i INSUL W/ VAPOR BARRIER O •CEILING :......... . . jib ENGINEERED ROOF TRUSSES 024" O.G. PER PLAN G.W.B. 01NG PER ELEV. OVER 15# BLD6 FELT 1/2" OSB PLYWOOD SHTG 2X 6 STUD FRAMING 024" O.G. R-21 BATT INSULATION'!` ., ..... _.._.._._.... . -�� W/ VAPOR BARRIER 2X6 SILL PLATE FINISH FLOORING . 5/4" PLYWOOD i i DOUBLE TOP PLATES 2X6 STUDS ' a 16" O.G. N' GDX PLYWOOD a-2R FAT-T OR O$.B. W/ BUILDING RIM JOIST + PAPER OVER TYP. I&d a 12" O.G. 3/4" T46 PLY. SHT. OR O.S.B. Rr" BATT INS. loci ®6" O.G. FLOOR JOIST PER PLAN I Bd a 6" O.G. MAX. _ 1661 6 5/8" VIA. X loll A.B. ® 4' MAX. O.G. & WITHIN 12" OFF CORNER, UN0�1�13. OX 1 Np`TUR'°'L 2X6 P.T. MUD SILL GRADE eJ a' d e' „•' 2 - #4 CONT. REBAR ORANL SPACE e •` d 4 " • 6 MIL. VI5GUEEN to ,, VAPOR BARRIER 4" PERF. DRN. TILE SET IN GRAVEL #4 CONT. REBAR 2 - #4 CONT. REBAR ® 52" O.G. (VERT) 4" 84" 16" WALL SECTION.. SCALE 1 = 1 -0 RECWED CITY OF TL1 KYViI•,A MAR 2 6 2007 PE:RV,IT CENTEI. "37 Ri�GfSTE p CHITECT RENAT FR CO STATE OF WASHIIUGIi)N 1 "I ------------- --- 'I -I 1 "I v �o i -------- -- la w o o d) 0 C p E O O O A B O O O . O O VINYL SLIDER VINYL VINYL FIXED VINYL CASEMENT VINYL SLIDER VINYL CASEMENT SIDELITE BAY WINDOW W/ ORID W/ GRID WINDOW TYPES SCALE:1/47 = T-0° A5 A5 AS D AS AS INDICATED 3' 3 INDICATED INDICATED INDICATE INDICATED 47- 1 11 1 1) I i IV II ; Coo �? r �? Q Q Q FIN D E F O O O/H 5AR 45E DOOR B G o 0 A o 0 0 0 0 METAL DOOR FRENCH DOOR SOLID GORE DOOR SLIDING DOOR HOLLOW GORE DOOR 5LIDIN0 OL05ET DOOR POCKET DOOR DOOR TYP-ES AE• 1/4° W I N D • W S C H E D. U L E WINDOWS ! ,! MEMO IME ® NIM O® • r ■O®® ®® NO EIMMOMy ` ®0000 'r.♦Emommomm IMEEMIMIMEM r r IMMEEIMIMEM r ® 0000 r. ®®00O NOME mmm P ® ® O HIM HIM mmom®® ®®®O� � Ml No 00 11M No MIME! M HIM�.�.�. ® NO�■■®® SC ROOM S C H E D U L E F.I N I S H �++ CEILINGS FINISH HEK*ff REMARKS FLOORS WALL BASE NORTH EAST SOUTH SUBSTRATE ' FINISH SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE LEVEL NAME SUBSTRATE FINISH SUBSTRATE FINISH PAINT 5WB PAINT OWB PAINT _ L¢ PAINT GROUND GARAGE; GONG. T1.:_. _....VINYL OWB PAINT OWB !i HALL '4 6a1 'STAR li I{ IsIIt 4�: �pflWDER 11 tt LAUNDRY _. _... _ C�h�`'i: U. LBE6ROt3M 3 _..._ ...... tlEDROG1Ni _ _13EDR0.0m T II HAUL 2: HALL-1 It PRER AREA _ it _ It it II �KI_TCHER _ t ItPANTRY . )! �► it t ' _ _..... _ .'HALL_2... I ►C .. ,I it [lltN(a-------- __.. t1_ It . ,L_IVLNG R00_' _ r n It _ w fvAlWT C C°A►IIJT fP'1(.t7 G+W I�/EIIJ { t M°AI Y _SECQND' MASTER )t ! MASTER .BATH:. IT tt tl 5. !I LAUNDRY _ - BATH 3i _ t' II tEbR GM-7. STA1R�.__... II IAM7112Y_R-00tWI... It TOTAL... 74_50'17T. _ . -+�WihdpClW .1G'-i,YJYtKt��.) D 0 0 R .&-C H E D U L'.E* E7�19AMES ®4C0� ! REMARKS fHIM ,- ®®®®® ®Em r , �O®O® lei EMI s No ' A '® NOTES I. ALL OWB TO BE TYPE "X" 1/2" MIN. ABBREVIATIONS GT -- CERAMIC TILE YT -- VINYL TILE FRP -- FIBEROLA55 REINFORCED PLASTIC PANEL 055 -- OBSCURE OWB -- GYPSUM WALL BOARD. FF -- FACTORY FINISH N/A -- NOT APPLICABLE HG -- HOLLOW GORE 5Y -- SHEET VINYL 5G— SOLID GORE CIT+' Orr TUKWtLA MAR 2 6 20071 PERMIT CENTER 5337 [I'MISTERED T op RENATO n. RANCO STATE OF W SNINGTON GENERAL 1. We have provided structural information in these drawings in the form of reference plans and schedules. The precise locations of holddown embedments and straps must be determined by the contractor and his subcontractors before construction begins. Holdolowns shall be installed at the ends of shearwa lls as shown. The assumed length of the shearwa lls shown on the sketches must not be reduced. 1-loldolowns shall be fastened to studs, which must be aliened above and below the floor levels. 2. No changes should be made to the structure without engineering approval. Windows and doors cannot be added or moved if they affect the shearwalls or lines of holddowns. 3 All construction shall conform to IBC 2003, normal good practice, and any specific details required by the local approving agency. The contractor should be experienced in wood framing. He must understand the need to maintain continuous and consistent lines of support and lines of tension at holddowns, chords and collectors. Construction detailing by us has been limited to the specific items we have investigated. If you would like us to be the "engineer -of -record" and become more involved with the documentation, detailing, and control of your project, please call. 4. The Contractor shall verify all dimensions with on -site conditions and drawings of others before commencing. 5. The Contractor is responsible for adequate bracing of the structure and parts thereof for wind, earthquake and construction forces until all structural components are permanently connected. (o. Where details are not specifically shown, construction shall follow typical details for similar conditions, subject to our review. -i. We have not been retained to provide services relating to any temporary construction conditions such as erection methods, bracing, shoring, rigging, scaffolding, formwork, or any safety related items. DESIGN LOADS Roof 25 PSF snow Floors 40 PSF LL Wind 55 MPH (3-sec gust), Exp. B Seismic Category D Sds = 0.592 FOUNDATIONS I. Foundations are proportioned for a maximum bearing pressure of 1500 PSF. 2. Footings shall be constructed on undisturbed soil. Any overexcavation shall be backfilled with granular material compacted to 95io ASTM D-695 maximum dry density. Base of footings shall be a minimum of 15 inches below finished grade and a minimum of 12 inches below existing grade. 3. Provide 1/2-inch diameter x 10 inch lone anchor bolts for walls within 12 inches of all corners and ends, and spaced at &'-0" maximum between, unless shown otherwise. 4. Provide 4 inches min. compacted sand or crushed rock sub -base under slabs on grade. 5. Refer to shear wall drawings for special hold-downs, if any. These shall be cast into the footings unless permission is obtained from the Engineer for drilled and epoxied systems. Note that this requires coordination with the location of studs in the walls a Bove. CONCRETE 1. Foundation and slab -on -grade concrete shall develop a minimum 25-day compressive strength F'c = 3000 psi with 6510 air entrainment if exposed. 2. Concrete work shall conform to ACI Manual of Concrete Practice, 1993 Edition. Follow ACI 306R-55 when pouring concrete in cold weather. REINFORCING STEEL 1. All reinforcing steel (rebar) shall conform to IBC 1903.5 Grade roO. 2. Continuous horizontal bars shall be lapped 2'-6" minimum, embedded 2'-(o" into adjacent footings, and spliced around corners. 3. Welded wire fabric shall conform to ASTM 155, and shall be chaired for 1.5 inches cover to top of slab. 4. All rebar shall be fabricated and placed in accordance with ACI Deta i ling Manual 315, 5. Cover to rebar from concrete surfaces shall be as follows except where shown otherwise: From bottom of footing 3" + or - 1/2" From earth face of wall 1 1/2" + or - 1/4" From open face of wall 1" + or - 1/4" Columns 1 1/2" to ties 1. All framing lumber shall be western woods graded to Standard Western Lumber Grading Rules. 2. Use the following grades unless noted otherwise: Studs HF No. 2 Fb = 550 psi Fc = 1250 psi Sill Plates NF No. 2, PT Fc = 1250 psi Fcperp = 405 psi Other Plates DF No. 2 Floor, roof joists DF No. 2 Fb = 515 psi Beams 4x DF No. 1 Fb = 1000 ps i Beams 6x DF No. 1 Fb = 1350 Psi Posts &x, Sx DF No. 1 Fc = 1200 psi Shea rwa l l Shea thing 1/2 - inch or -I/16 - inch 24/0 Roof Sheathing 1/2-inch or 1/16-inch 24/0 (25 psf snow load) 1/2-inch or 1/16-inch 24/1ro (50 psf snow load) Floor Sheathing 3/4-inch 40/20 Face grain of sheathing shall run parallel to the sheathing span 3. Structural drawings show plywood shear walls, and minimum plywood, nailing, end hold-down and anchor bolt requirements, if any. Nail exterior plywood walls ad at (o inches edges, ad at 12 inches field, unless shown otherwise. 4. Nail roof sheathing ad at (o inches edges and eave blocking, ad at 12 inches field, unless shown otherwise. Nail floor sheathing 106 at & inches edges, 106 at 12 inches field, unless shown otherwise. 5. Nailing shall follow IBC Table 2304.9.1 except as above or shown otherwise. Wall top plates shall be lapped 3(o inches minimum and nailed (10)-I(od each side of the top plate joint. (o. Simpson connector designations are used. Other connectors with ICBO equivalency may be used. 7. All fasteners into pressure treated wood shall be corrosion resistant in accordance with IBC 2003, 2304.9.5 RREPA RICATED ROOF AND FLOOR TRUSSES 1. Trusses/joists shall be designed for dead loads,,live loads as listed above, including snowdrift If appropriate, and other concentrated loads from shear walls shown on the drawings, and roof -mounted plant. 2. The manufacturer shall supply all blocking, stiffeners, bridging, etc., for a complete structura I system. GLUED-LA1�1INATED 110'*-I ERS I. All glued -laminated members shall be Douglas Fir 2400 Fb bending stress, Combination 24-F-V4 for simple spans, 24-F-V5 for cantilevers, DF/DF, Visually Graded Western Species as listed in 1991 NDS Tables 5A, 55, and 5C. 2. Members called out as Ter -lams, Micro -lams, or Parallams shall be documented by ICBO reports confirming design stresses Fb = 2&00 psi, Fv = 255 psi and E = 1900000 psi. INDEX 5�4EET 161,0 / 52.0 52.1 52.2 .-/54.0 54.1 54.2 DESGRIFTION GENERAL NOTES 4 INDEX FOUNDATION PLAN UPPER FLOOR FRAMING ROOF FRAMING STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS i RECEWM CITY Of TUKMLA MAR 2 6 20071 PERMIT CENTER C-1 ce C a a c CE) (6) MCC WIN 3 3 3 I � I I � F3 +---I M& 24 NJhA 3fOt I L I laid PA6E FLc,Oi2 3 �ILL,tJ MtL Ytyzlulrt 1/APD'' s I l3Ai2tz��Z,12 lit�. W/;4WF 4x+x s4.m I CAAWG t p A&CESS z4 x �a —L__ _— ______J— — F3ro 17 F33 s42 I F30 3 3 —i F30 I - _ I L- _ 21 s42 I I F24F36 4 F24 F24 L x 10 L) z!) M& , T ✓ ]OR f 24 I F 3 r. Y a r� I I 3 I �i. 24"x W—IMP - r-- ra M� FF F24 4 2 L J 4 4 L_ J 54� F24 F24 ` L— J F24 L_ 1 L_ 1 F24 F24 4 I I I I I I ( I I I M5 —440 L_ J F30 4.0 3 — 1G� �tG_Li�i4JL hp. 3 3 F30 3-Y>Eit�S; tB=t'L,TYp 1 hE� pE'1'• 3 %h4.O -5EAM SCHEDULE SIZE MI: 5 I/S"x12" CAL M2: 5 i/S"x12" CAL M3: 5 1/5"x12" GL M4: 5 1/5"x9" GL M5: 1 3/4"x9 1/2" LVL M(: DBL JOIST M-1: 5 1/8"x12" CAL LH END DET. ro xro rOX& &X& ro x(o HU51-51/10 roxro RH END DET. 6x6 ro x(o & x(o roxro FOUNDATION 6 xFo FOUNDATION FLAN N MAIN FLOOR FRAMING HOLD DOWNS AT FOUNDATION FOOTINGS NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above . top of foundation wall near location of power panel.) FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide I an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footine inspection. EXPIRES MAY 1, 2008 G`3 DRN. MJD CHK JP 12/18/0(o SCALE: /4"=1'-011 REVISIONS 1 5K 1 2/28/07 MAIN FLOOR JOISTS SHALL e2" TJI 110 0 1ro" O.C. 15'-0" MAX SPAN. RECEPA .o Orrr a1= rug MLA MAR 2 6 20071 PERMITCENTER 0&D14356.52.0 i c 00 IN Ea 10 DRAB 5TRUi 5CH DUL NOTE: INSTALL DRAG STRUT HARDWARE DURING FRAMING. DO NOT WAIT UNTIL FRAMING 15 COMPLETED. D61- CMST 14 STRAP, (20)-irod EACH END, DOUBLE BLOCKING IN FLOOR JOISTS TO TOP PLATE. s4.1 CM5T14 STRAP NAILED FROM BOTTOM OF BEAM TO DOUBLE BLOCKING IN JOISTS. (20)- lrod INTO BEAM 4 l(od a 4" D.G. INTO DBL BLOCKING. 94.1 g� - CMST 14 STRAP, (20)- l(od EACH END, 4x12 TO TOP PLATE. 54.1 IN V4" CMST 14 STRAP, (20)-lrod TO TOP PLATE, CONTINUE STRAP OVER 4X BLOCKING, BUILD SPEAR TRANSFER TO ROOF SHEATHING 13 4.1 - CMST 14 STRAP, (10)-1 ro d EACH END, SIDS OF BEAM TO 51DE OF TOP PLATE. s4.2 151 l c> MCC M n 3 5'-Oil A 3 U1 Ul ro - 0" F51 rA) 3 D._ 3 'L Ulf � �j�,1110117 Q B T (( 5' Oil Ij 1 It 141+01' 1 1 X111VIA A ct)(F— IL A GT Fp -7/ I - - -�— — TI d] I ( �i 4_� 1n= ------- __ -- A F3 GT �'�-�---- L�3In ce I COID S � I �► } 3 A 3 r`j -- — U2 _ c am 12 3 A (( ( ~ 4.1 (( I I U I f (( ---�, f - d� l s4.I s4.mCA ( --� 15 -roll ( OPEN =, U U12 — I — r _ A 11'- ( CD A 4 o c -0' ' x 1 O HFN. e " O, . � -- - - - - - - - - - - -------------- - - - - -- �+tD U13 I SEE 19 I s42 I I I 4 E14 4 2 10 HF . 2 1 .C, (o U15 of U1ro 5 3 . U1ro 3 3 B 3 'Mika 4 51ZE L14 END DET, RH END DET, Ul: 4x5 6r- 2xro 2xro U2: 4x5 d (2)-2xrc> (2)-2xro U3: (2)-1 3/4"xil 1/5" LVL 4-- - - U4: (2)-1 3/4"xll -1/5" LVL dk (2)-2xro (2)-2x& Uro : 4x5 2xro 2xro U-i: 4x12 2xro 2xro U5: 1 4"x1l -1/5" LVL ,K 14 "�'� Dr" 3/Z °)c,(1 cY WL 2xro 2xro U9: ((2dl 3/411xli 1/5" LVL 2xro U2 U10: 1 3/4"xii 'I/5" LVL 2xg> HUII UI1: 5 1/4"xll i/5" P&L (2)-2xro (2)-2xro U12: 5 1/5"xlro 1/2" GL 4' (2)-2xro (2)-2xro U13: 5 1/5"x12" GL (PRESSURE TREATED' ak ACE(o 1--lUCG25.125/9 U14: 5 1/5"x12" GL (PRE55URE TREATED) *- HUC5.125/12 HUCQ5.125/9 U15: 5 1/5"xi5" GL (PRESSURE TREATED),))-- ACES roXro (POST IN WALL) U1ro: 5 1/5"x9" GL 2xro 2xro U17: 1 3/4"xil 1/0" LVL 2,0e (D- (2)-2x& (2)-2xro EXTERIOR STUD WALLS SHALL BE 2xro DF #2 Q 1ro" O.C., U.N.O. HEADERS SHALL BE 4 x 5 DF 02 ON SINGLE TRIMMERS, U.N.O. LOWER ROOF FRAMING: ENGINEERED TRUSSES BONN- - alow SPEAR WALLS BETWEEN THE UPPER AND MAIN FLOOR HOLD DOWN5 AT THE MAIN FLOOR �t<<p•C R'ECOVED CITY a= TUM.NILA MAR 2 6 2007 PERMIT CENTER 52, BEAM SCHEDULE 51ZE LH END DET. RH END DET, R2: 4x10 (2)-2x(o (2)-2x(o R3: n.t 4x10 /_..Q_I ItAI h 2x(oo 2xro R5: 4x10 er 4Vv" Pe cs ACE AG;E(o it^E HUC410 R(o: 5 1/Vx10 1/2" CAL o�- ACEro HUC05.125/9 Ri: 4x10 0K AC/ACE(o AC/ACEro R5: 5 1/5"x10 1/2" CAL F ACE& HUCa5.125/S Re, 5 1/5"x10 1/2" CAL Dj- ACEro HUCa5.125/9 ROOF FfRAMING3 SHEAR WALLS BETWEEN THE ROOF AND UPPER FLOOR HOLD DOWN5 AT THE UPPER FLOOR 0 cow '40NAl, K1%� EXPIRES MAY 1, 2008 DRN. MJD ZA JR m r. 12 /15/0(o SCALE: /4" =11- 0" LLJ z OL Z w >- �- z REVISIONS 1 5K 2/26/01 I EXTERIOR STUD WALL5 5HALL BE 2x(o DF #2 Q 1ro" O.C., U.N.O. HEADERS SHALL BE 4 x 5 DF 412 ON SINGLE TRIIYII" IER5, U N.O. ROOF FRAMING. ENGINEERED TRU55E5 MCENM CITY W TUKtMLA MAR 2 6 2007 PE:RVIT CENTER i 0&D1435ro,52,2 ? 52,2 i SHEATHING PANELS (SEE SCHEDULE) II III I it III BOTTOM_ PLATE �l ANCHOR BOLTS, 10" LONG w/ SILL PLATE 2" X 2" X 3/16" PLATE (SEE WASHERS (SEE SCHEDULE FOR SCHEDULE) SPACING) SEE PLANS FOR MIN. HOLD-DOUJNS LENGTH ENDS OF WALL (SEE HOLDOWN SCHEDULE) #*SHEARUJALL TYPES "E" "F", AND "G" REQUIRE A MINIMUM OF ONE SINGLE 3" NOMINAL (3X) MUD SILL PLATE. DOUBLE 2X MEMBERS ARE NOT AN ACCEPTABLE SUBSTITUTE. * SHEAR.UALL TYPES "F" AND REQUIRE A MINIMUM OF ONE SINGLE 3" NOMINAL (3X) STUD AT SHEATHING JOINTS. DOUBLE 2X BLOCK ALL UNSUPPORTED EDGES 1. All exterior walls & roof shall be sheathed with 1/2" TT —(NOT REQUIRED FOR GUJB CDX or -1/16" OSB and nailed 8d a 6" edges, Sde II SHEARWALLS) 12" field, except as specified for shearwalls II scheduled above. 3/S" FOR TYPE A AND B, 2. 7/1&" APA-Rated OSB is an acceptable 'I SHEARUJALLS. 5/8" FOR substitute for 1/2 CDX. II TYPE C, D, E, F, AND G 3. Provide 1/2"0 x 10 inch long anchor bolts for walls II SHEARWALLS. within 12 inches of all corners and ends, and spaced ro'-O" maximum between, unless notes otherwise. �� ,• SHEATHING JOINT , 4. Foundation vents are acceptable under shearwall �; I •' types "A" AND "B". Anchor bolts shall be placed SEE SCHEDULE 3" clear of fou FOR EDGE ndation vents. Any two adjacent vents must have at II I NAILING least 12" of concrete between. Anchor bolt spacing H may vary, but scheduled average spacing must be I I STUD OR maintained. BLOCKING: 5. Foundation vents are not allowed under shearwall (SEE SCHEDULE types "C" "D ", "E" "F" or "G" FOR SIZE) 6. Studs and blocking shall be specified size at all DOUBLE END STUDS sheathing panel joints, others may be 2x studs and ` OR AS REQUIRED BY blocking. HOLDDOWN -1, Sd nails shall be 0.131" 0 x 2 2" commonw ire or galvanized box (hot dipped or tumbled) nails. S. LMA4, LMA6 sill plate anchors may be substituted For 5/S" A.B. as follows: I-- 2 INTERMEDIATE 2X O LMA4 a 21", LMA& e 24" STUDS w/ NAILS 8 12" LMA4 e Vo", LMA& 0 11" O.C. O LMA4 ia 12 ", LMAro e 12" LMA4 -a 9", LMA(o a 10" 5HEAR WALL 5CH D UL = f C TYPE SHEATHING SIDE STUDS/ 5LCKG6 BOTTOM PLATE SiLL PLATE EDGE NAILING BOTTOM PLATE NAILING SILL PLATE ANCHOR BOLTS LTP4 6 CAPACITY (plf) 0 1/2" CDX 1 2x 2x 2x Sd a eo" I&o! 1@ ro" 5/8110 'a 3&" 22" 3604/2roO Q 1/2" CDX 1 2x 2x 2x ad 6 4" 16d a 4" 5/5"0 61 2-1" 1ro" 490/350 0 1/2" CDX 1 3x 2x 2x ad a 3" I&d e 3" 5/5110 a 14" 11" &0&14130 1/2" CDX 1 3x 2x 2x Sd 2" l(od a 2" 5/8"m 6 12" 9" 840/600 1/2" CDX 2 3x 2x 3x ad 1@ 4" SDSi%X41i2 e 5" 5/8"4, e 12" 1" 10ro4/-76 0 0 1/2" CDX 2 3x 2x 3x ad o 3" SDSI/4X4112 e 4" 10" 5" 1312/980 0 1/2" CDX 1 2 3x 2x 3x ad a 2" 6D51/4X41i2 0 3" 5/5"0 0 1 1/2" 4" Ile2/1250 MEMBER ARE NOT AN ACCEPTABLE SUBSTITUTE. i 5I-4E,41RW,4LL SCHEDULE - 2003 15C - 366 HOLD-DOUJN CAPACITY (lb.) Minimum Concrete Wall Thickness: (o" 8" n/a 5/811,0 A36 THREADED ROD w/ NUT embedded 10" into concrete foundation, 2625 offset to align with HDU2-SDS25on (dbl. or 3x) stud at end of shearwall above. ®5/8110 A36 THREADED ROD w/ NUT embedded 10" into concrete foundation, 4190 offset to align with HDU4-SDS2Bon (dbl, or 3x) stud at end of shearwall above. 5/5"0 A36 THREADED ROD w/ NUT embedded 12" into concrete foundation, 5430 offset to align with HDU5-5D52.5on (dbl. or 3x) stud at end of shearwall above. 1/5"0 A36 THREADED ROD w/ NUT embedded 12" into concrete foundation, 5860 offset to align with PI-ID6 on (dbl. or 3x) stud at end of shearwall above. a-i16"0 A36 THREADED ROD w/ NUT embedded 11" into concrete foundation 6350 offset to align with HDU5-SD525on (dbl. or 3x) stud at end of shearwall above. ❑9 CMST14/10 or HDU2 w/ 5/5"(P A36 THREADED ROD from (dbl. or 3x) stud or 1'110 beam below to (dbl. or 3x) stud at end of shearwall above. 10 CMST14/15 or HDU4 w/ 5/8"0 A36 THREADED ROD from (dbl, or 3x) stud 2150 or beam below to (dbl. or 3x) stud at end of shearwall above. 11 CMST14/20 or HDU4 w/ 5/5"�P A36 THREADED ROD from (dbl. or 3x) stud 3610 or beam below to (dbl, or 3x) stud at end of shearwall above. 12 CMST14/25 or HDU5 w/ 5/5"0 A36 THREADED ROD From (dbl. or 3x) stud or 4590 beam below to (dbl. or 3x) stud at end of shearwall above. 13 CMST14/30 or PHD6 w/ 1/8"0 A36 THREADED ROD from (dbl. or 3x) stud or 5510 beam below to (dbl. or 3x) stud at end of shearwall above. 14 CM5T14/35 or HDU8 w/'1/8"m A36 THREADED ROD from (dbl, or 3x) stud or 6430 beam below to (dbl. or 3x) stud at end of shearwall above. 15 FI-5 (DBLJ CMST14/25 or CMST12/45 or HDU8 w/ 1/8" "m A36 THREADED ROD 8325 from (dbl. or 3x) stud or beam below to (dbl. or 3x) stud at end of shearwall above. 16 1"0 A36 THREADED ROD w/ NUT embedded to 3" from bottom of 11215 concrete foundation (I -I" min.), offset to align with HDUiI-SDS2Bon 4x stud at end of shearwall above. (5" min conc. wall thickness). 1� V4, A36 THREADED ROD w/ NUT embedded to 3" from bottom of 14100 concrete foundation (22"min.), offset to align with HHDQ14on 6x stud at end of shearwall above. (8" min conc. wall thickness). 18 (DOUBLE) 1/8"4) A36 THREADED RODS w/ NUTS, each embedded to 3" from bottom 16650 of concrete Foundation (22"min.), offset to align with (double) HD1,15's on 6 x 6 DF/L al column at end of shearwall above. (8" min conc. wall thickness). q. SNEARUJALL NOLDDOIUN SGI—IEDULE FULL BLOCK i-IOLDDOWN TYPE SIMPSON MODEL " No. OF SIMPSON SDS 1/4X3 WOOD SCREWS THREADED ROD 0 MIN. ROD EMBEDMENT IN CONC. 1E HDU2 6 5/8" 10" ® HDU4 10 5/8" 10" 0 HDU5 14 1/8" 12" ® PHD6 IS 7/8" 12" ® HDU5 20 -1/8" Ii" 16 HHDQIi 30 1" 17" 1� HHD014 30 1" 22" DBL. STUD AT END OF SHEAR WALL (TYP) HDU, PHD OR HDQ HOLD- DOWN (TYP) A-36 -- THREADED ROD W/ NUT MIN. — EMBED. "4 BAR (MiN_ SHOWN) CONCRETE f'c = 2500 psi HDU, F�4D 4 14DO HOLDDOWN5 429 430 ROOF TO W,4L L U ,4L L TO FOUN2,4T i ON (Il D E E FOE F D fLOOiR. TO FL00R C •—_ E D OR D E F . G d , a OR O� � OR d Of A 8d 6 6" OR SPECIFIED ROOF DIAPHRAGM NAILING B RBC a SPECIFIED SPACING, 24" AVG. MAX C BASE PLATE NAILING AS SPECIFIED (IF LPT4 PLATES E ARE INSTALLED OR IF SHEATHING IS LAPPED, NAIL 16d a 16" O.C. PER UBC 23-1-0) D SCHEDULED SHEARWALL NAILING E LTP4 a SCHEDULED SPACING 24" AVG. MAX (NOT REQUIRED IF SHEATHING IS LAPPED) F ANCHOR BOLTS a SCHEDULED SPACING SHEARWALL (DBL.) 2X, 4X, OR 6X END 5TUD(S) AS REQUIRED. OPTION 'A' D IM. 'A' SHEARWALL IB' 2X (DBL.) 2X, 4X, OR 6X END STUD(S) AS REQUIRED. NOTE: FOR SHEARWALLS IN BOTH DIRECTIONS OPTION 'A' AND OPTION 'B' ARE IDENTICAL, OPTION '8' DBL 2X 4X 6X END STUDS END STUD END STUD HDU 4" - PHD 4 3/8" - - HDQ 4 1/4" - - HHDQii - 5" HHDQ14 2 3/4" FOR 2Xro STUD WALL 1 3/4" FOR 2X4 STUD WALL -i- -�/ t --- � i — A I /+ I 11-- A r—, i i I h I I A -t- i I i n i i CORNER 432 0 SCREENED VENT OPENING ................ ................ ■■w■wwwwww■■■■■■ ................ ................ ■www.wwwwwwwwww■ ................ • _ • '�MIMI wuwwuuuwwww■ wwwwwww■uwww■■■ ■uuw■�.■uwww■ ................ . ................ ................ ................ ANCHOR BOLTS E SPACING AS SHOWN IN SHEARWALL T SCHEDULE 2X OR 3X SILL PLATE (SEE SCHEDULE) (2)-"4.CONTINUOUS _ • `� ..Bit #4 VERTICAL a 4' O.C. U! z� Q (2)-"4 CONTINUOUS O m E w ,U NO, OF FLOORS SUPPORTED T H B 1 6" 6" 12" 2. 3 10" 3 5T,4ND AIRD FOUNDATION - 023 2X KING STUD 4X KING STUD 6X KING STUD HDU 411 RECMM PHD 4 3/8" CITY OOFTUKMVI-A - - NNDQii - 4 5„ _ MAR 2 6 2007 HHDQ14 - - 7" PEFtIVITCENrEi TYPICAL END OF 5�4EARWALL AT DOOR F_• t/ (DBL.) 2x, 4x, OR 6x KING STUD AS REQUIRED. 2x OR 3x PLATE AS REQ'D, ON SHEARWALL SCHEDULE NOTE: D IMEN51ON5 ARE 1 FROM ROUGH OPENING TO (t OF THREADED ROD 1/8" FOR PHD lom 1/4" FOR HDQ, HDU 0" FOR HHDQ TYF I CALa END OF SHEARWALLAT WINDOW NAIL AS SCHEDULED INTO TH15 STUD ROUGH WINDOW 2X TRIMMER -a NAILED trod 4" TO KING STUD SPECIFIC HOLD- DOWN BRACKET OPEN ING TRU55 CHORD - 2X4 NAILED 16d a K!" TO TRUSS CHORD loci 'a 4" � THREADED ROD FOR HOLD-DOWN ---1/2" CDX PLYWD NAILED TO DBL locia 6° TOP PLATE INTERIOR SHEAR WALL PARALLEL TO TRUSS WALL PARALLEL TO TRUSS BLOCKING OPTION I OPTION 2 OPTION 3 A LENGTH AT LEAST A x TRUSS CHORD, GAP WIDTH. Tl'P. LTP4 16d a 6° MINOR NOTCHING SCHEDULED FOR PLUMB 4 SPACING I --ELECT. OK. INTERIOR SHEARWALL, TYP. WALL PARALLEL AND ALIGNED W/ TRiM GAP 211 MIN, LAP NOTE: C,a6TRJICT ALL DETAILS ON TWIS SWEET ENTIRE LENGTH OF SWEARWALL. R 12 SHEAR TANSFER AT EAVE 045 HOLD- DOWN MARK CM5T14 STRAP TIES MST STRAP TIE ALTERNATIVE (20' MAX. GAP) 16d NAILS EACH END DESIGN LOAD DESIGNATION CUT LENGTH 09 CM5t14/10 GAP + 22" M5T3-I 10 1110 I® CM5T14/15 GAP i 30" M5T48 15 2150 I1 CM5T14/20 GAP + 40" M5T60 20 36'10 12 CMST14/25 GAP + 45" MSTroO 25 4590 13 CMST14/30 GAP + 54" M5T12 30 5510 14 CM5T14/35 GAP + 65" - - 35 6430 15 ** IDBL.) CM5T14/25 I GAP + 48" 1 (DBL.) M6T60 25 EA. STRAP 1 8325 ***ONE STRAP TIE ON EACH SIDE OF STUD. DOUBLE OR 4X STUDS ABOVE, BELOW —� PROVIDE MIN. V END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END IEND LENGTH • . CUT LEND • ; GAP* A , � • END LENGTH • NAIL 16d 10 4" ACROSS GAP *20" MAX. GAP FOR MST STRAP TIE ALTERNATIVE CMST14 5TRAFS POR WIND/SEISMIC LOADS 1/2" APA RATED - SHEATHING, ALL EDGES BLOCKED ad e II EDGES, ad 1@ 1211 FIELD, 1 1/2" LAP ONTO BLOCKING C ) 1&d NAILS - BLOCK TO BLOCK 358 2x SHAPED BLOCKING x BLOCKING SHEATHING JOINTS �---2x BLOCKING CM,5T14 STRAP J BEAM PER PLAN (3 1/211 WIDTH MIN.) ANCHOR BEAM ENDS AS INDICATED ON PLAN DBL. STUD AT END OF SHEARWALL ABOVE HDUV ABOVE -51MF50N SDS 1/4X3 SCREWS (NO ® SUBSTITUTIONS) LAG BOLT OR THRU-BOLT WITH PLATE 3 � r11N• lE 'IT11 3 1/211 X 3 1/211 FOR PHD, fF_ "T" 3 1/211 X 4" FOR HDQ, EA. W1 (1) I'D" 4) HOLE AT CENTER (FULL PLATE TO BEAR ON BEAM) MODEL Na # OF SIMPSON SDS 1/4"X3" WOOD SCREWS DESIGN LOAD C Ib) LAG BOLT OPTION STL. PLATE OPTION BOLT "D" EMBEDMENT LENGTH "L II ANCHOR D IA. PLATE 'IT" HOLE "D" H D U 2 LcJj 1 1 10 2625 5/8" 8" 5/13 3/8" 11/1&" HDU4 11 12 14 4023 5/8" 9" 5/8" 3/5 11/16" PHD& 13 15 5510 I/SII IO" 1/S" 1/2" 15/1&" HDUS 14 24 &430 I/S" 12" -1/a" 1/2" 15/16" HDUS 15 20 8325 /S" 1 1511 1/5" 1/21' 15/1611 LAG BOLT EMBEDMENT LENGTH MAY NOT INCLUDE TAPERED PORTION OF THREADS. LENGTH "L" MUST BE AMOUNT OF THREADED PORTION OF LACE INTO BEAM. HOLD DOWN AT SEAM PARALLEL. TO JOISTS 035 16d, SEE SHEARWALL SCHEDULE "SILL PLATE NAILING" COLUMN EXTRA 2X PARALLEL TO 2X JOISTS or L.V.L. PARALLEL TO I -JOISTS FLOOR JOIST INTERIOR SHEARWALL PARALLEL TO FLOOR JOISTS — LTP4, SEE SHEARWALL SCHEDULE INTERIOR SHEARWALL PARALLEL TO FLOOR JOISTS 16d, SEE SHEARWALL SCHEDULE "SILL PLATE NAILING" COLUMN 2X BLOCKING PERPENDICULAR TO 2X JOISTS or L.V.L. BLOCKING PERPENDICULAR TO I -JOISTS FLOOR JOIST INTERIOR SHEARWALL PERPENDICULAR TO FLOOR JOISTS —LTP4, SEE SHEARWALL SCHEDULE INTERIOR 5HEA RWALL CROSSING FLOOR JOISTS TYPICAL INTERIOR 5HEARWALL 031 TO DBL. BLOCKING 5HEARWALL r-v l �5 IVAL � cof c® C ®� Tuoui CAN RECETVIED City 0f TUKMLA MAR 2 6 2007' PERMIT CENTER EXPIRES MAY 1, 2008 Jima 1 s ¢gneq. i� 04 ui Q Y w U � O � Q� N � U 0 > DRN. MJD 12/11/06 CHK. SCALE: J P N.T.S. Il u C1 Z �v q A REVISIONS O& D 14356 - 54.1 i MARK SIZE (L" X W" X I -I") REBAR (EACH WAY TYP.) CAPACITY kips F24 24 X 24 X 12 (2) #4 6 P30 30 X 30 X 12 (3) #4 9 F-33 33 X 33 X 12 (3) #4 11 F36 3G X 36 X 15 (3) #4 13 Fag 313 X Be X 15 (3) #4 15 F45 45 X 45 X 15 (4) #4 20 F45 48 X 45 X 15 (4) #4 24 F51 51X51X15 (5)#4 21 F54 54 X 54 X 15 (5) #4 30 F(o0 ro0 X 60 X 15 (6) #4 35 F63 63 X 63 X 15 ((o) #4 40 F66 (O6 X 66 X 15 (6) #4 45 F12 12X12X15 (1)#4 50 F15 15X15X15 (5)04 55 3 _ BEARING = 1500 psf F-1 4CRETE F'c = 2500 ps i 3AR GRADE roO SIMPSON "GB" TYP. U.N.O. N REBAR E.W. TYP. W.O/ STEMWALL r W/ STEMWALL CONCRETE FOOTING 5CHEED LE 122 (10) lrod STRAP (10) I6d STRAP TO DBL. TOP PL. J. TO BM✓P. HDR . . . . . . . . . . . ... CMST14 STRAP W/ ( # ) 166 NAILS AT EACH END OF STRAP. *STRAP MAY BE ATTACHED TO EITHER TOP OR SIDE AS SHOWN. BEAM OR HEADER PER PLAN. VARIES, SEE LAYOUT SHEETS GMST 14 = 5E AM TO [DOU5L TOF FLAT 03ro FOOT INe CONT INU I ) eAfRAe SCALE: 3/4" = 1'- 0" 50 PSF TRAFFIC SURCHURGE -N. $14 HORIZ. g 1211 O.C. 04 VERT. 18" O.C. (OMIT FOR H=4',5') 1?cL 04 la 1 ,'c' O.C. �b # 4 e 'd' O.G. DRAIN AND GRANULAR FILL WRAP DRAINAGE LAYER W/ AMOCO 4545 GEOTEXTILE 4" MIN. OF 1" MINUS CRUSHED ROCK COMPACTED BASE . EXTERIOR WALLS DRAG E 2X, 4,, DRAG STRUT TRU55 1/2"0 X 10" A.B. ,@ V-0" O.G., OR AS SPECIFIED 'T' U 181 CONCRETE Fc' = 2500 p.s.i. REBAR: GRADE 60 BACKFILL iS = 110 P.CF., � = 28" (NATIVE UNSELECTED MATERIAL) PLACE BACKFILL BEFORE FRAMING ABOVE WALL 41 31_011 rou 1011 31-roll 1011 1811 1811 5' 3'-311 / 11 K//" 1011 4--roll loll 1511 ]all 6' 3'-911 101, 31-0" loll 18" 1811 -1' 41-9i1 1211 1011 31-011 16" 1211 loll S' 5'-311 1211 loll 3'-011 1611 ell 1211 9' 5'-roll 1211 1211 3'-roll 16" (3" call 10 1 ro'-3" 12" 1211 41-roll Iroll roll 1 roll FLAN a 411 _ OSB Sd 0 4" EDGES SECTION A -A I Q! I I --� %..-,r -�� N-4, :�— � TA IN ING WALL 50 FSP TfRAPPIC SURCHARGE n FLAN VIEW OF DECDEC< 5RACING 404 1 :)CKING I C.oD N , REC'SM CITY OF TUWffiLA MAR 2 6 2007 PERMIT CENdTER Ilk" . m� All lAtIc cn ,. LL air f � M1ti irk era 4� Lu 1D ju D < W� ® <1 N Lu LL Z - REVISIONS OroD 1435ro- 54.2 L 0 SE WER PLAN I RIM EL.=37Z 35 FOR CABIA 0 SHOR T PLA T ,I CENTER CHANNEL `H' 1 E'' -3PVC FLOWS NORTH)66.so 8L 0 CA TED IN THE S.W.. . 4, OF THE S. E. 1 4, r OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., EKING C 0 UNT Y, WA SHING T ON cry V I CL = I 18" ADS I.E=381.89 cp 6. 18" ADS o 3 LE.=38124 1 I �u ,.-,0i �, I ISSOUTH LINE OF THE NORTH 136' a, OF THE SOUTH HALF OF TRACT 64, I SUNNYDALE GRADENS, DIVISION NO. 1 390 I CLEANOUT 45' 1 & TEST TtE 0 9 0 0 PER VALLEY VIEW �' o I REQUIREMENTS 392� I I GARAGE cn cr_ GRAVEL CORTH " SPHAL -1 ` E =390 35 W a I( o D EWA 03 Z� EX. STUB - - -I _ S89'34'53'E 134.43' - 39 Q Q 46 SPHALT I.E.-388.50 - -39 1 gg_ E."=393 ,� I (TBR) V,4�3P%VC GRAVEL REMOVE EX. ' PVC L 400 I CO, 45` - _ DRIVEWAY _ _ I E - / I.E.=390.50 _ 402 3g8 bi � �+ 1 6" PVC 404 qI 40 39 ��N ER VALLEcq Y So� 153' 6' PVC �96 _ 406 I 0 12.3% 0 ... ...... it... .... ,.45........ o I RELO SAGN 1I.E. ......... ..:.=39.T.0 :..:.:.:. 0 406 I ::: o� :: ; ::::.. . 4Q o 29' 6" PVC 0 3.45% sr�6 i Srj� I � f 18" CMP I ! ` CONDN LE.=409.98 I 'a LE.=410.39 1 ,PMP I.E.=410.39'� C ) I.E.=410.39 (1MP I�'o 0w 416 FLANGE OF Fll EL.=419.73 U. 12' CONC. L=421.60'\ E. ® = I) 41 412 )P FEET. 418 �6 lF'p 418— ASPHALT EDGE I RIM EL.=418.89 ROLLED CONC CURB S. LE=413.99 (18' I,�OS)_P) UARD RAI — I N.W. I.E=413.8 18 & D _ _ SOUTH 60TH STREET S89'39'42"E 349.91' MEi 12" CONC. RIM EL=421.21 = - ASPHALT EDGE I•E.=417.93 CFNIF.fZCH6I1fdE<_ - N. I..=415.93 18,",_ADS - - - - - - - - - - - _ - - - - - - - LE.=405.01 E.-LE=�13.28-10 (8" PVC FLOWS NORTH) S. LE=41 18" CM OF DITCH 420 N4LT EDGE CONC. WALK CURB C Z E ?2 2 pSP " 41 - 424 A=419..17 TOP OF DITCH 1 E.~ 418.67 -41867 .=421.00 =41 Z05�11 CMP N � I �, o RIM EL=420.44 =417.46 CO 424 N. LE.=417.14 12" ADS)=41 Z412' CONC ��— E. LE.=419.19 (12' CONC.) cD L21 b 43o o 426 o NN I, I -RIM EL=418.44 I I I I I I I I i I I NOTE; UPGRADE EXISTING WATER METER TO 3/4" PER HIGHUNE WATER DISTRICT. EXISTING IS 5/8". i j TRACT GARDENS VICINITY MAP 15854 42ND AVE. S. TUKWILA, WA 98188 LEGAL DESCRIPTION: VERTICAL DATUM: (PER LAWYERS TITLE AGENCY OF WASHINGTON COMMITMENT FOR NORTH AMERICAN VERTICAL DATUM OF 1988. TITLE INSURANCE ORDER NO. 384412.) THE SOUTH HALF OF TRACT 64, SUNNYDALE GRADENS, DIVISION CONTOUR INTERVAL: NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2.00 U.S. FEET. 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON;, (CONTOURS BASED ON ACTUAL FIELD SURVEY.) EXCEPT THE NORTH 136 FEET THEREOF. REFERENCE SURVEYS: BASIS OF BEARINGS: 1. SUNNYDALE GRADENS, DIVISION NO. 1, ACCORDING TO THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, OF 42ND AVENUE SOUTH, BEING NORTH 00'09'20" EAST, AS RECORDS OF KING COUNTY, WASHINGTON. SHOWN ON THAT RECORD OF SURVEY RECORDED IN BOOK 133 2. RECORD OF SURVEY RECORDED IN BOOK 133 OF SURVEYS, OF SURVEYS, PAGE 170, UNDER RECORDING NO. 19991104900016, PAGE 170, UNDER RECORDING NO. 19991104900016, RECORDS Q 0 g� 5 M9 _jRp�-82 C, c� c» 133b. �iai�Uo0�20�ij ! 0 U�OI'Z 4��24�ij V mom cr 0002W �, :gJ2 JOOa 00 o_ c Z) T�wj W Maaao�o �o�i-=cna11-1 CZ4inIrLd JR O � of •� , .- f � s �� o CYL RECORDS OF KING COUNTY, WASHINGTON. OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY RECORDED IN BOOK 167 OF SURVEYS, BENCHMARK: PAGE 297, UNDER RECORDING NO. 20040225900003, RECORDS W.C.C.S. MONUMENT 93V-521, DESCRIBED AS: OF KING COUNTY, WASHINGTON. Cam" A BRASS DISK W/ PUNCH IN A CONCRETE -FILLED 5" `d^ PVC PIPE 0.51' BELOW THE RIM OF THE WESTERLY OF NOTES: W 2 MONUMENT CASES LOCATED AT THE INTERSECTION OF SOUTH 160TH STREET AND 51ST AVENUE SOUTH. 1. MONUMENTS LAST VISITED 12-26-06. Esj ELEVATION: 297.890 U.S. FEET. 2. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DE Cwh ED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE SITE BENCHMARK #1: BE DETERMINED. 04 C~ PARENT PARCEL AREA: 21, 630f SQ. FT. N.E. BOLT ON UPPER FLANGE OF FIRE HYDRANT 3. LOCATED 2.5'f NORTH & 4.2f WEST OF "� O r S.E. CORNER OF PROPERTY. 0 N ELEVATION: 419.73 U.S. FEET. SUNNYDALEPG, 50) LEGEND: ��. 25, DESCRIPTION r�R STORM SEWER SANITARY SEWER WA TER' 42 AC PAVING Ls i CONC. SIDEWALK SPOT ELEVATIONS CONTOURS PARKING SIGN ryo VAULT CULVERT AS DESCRIBED - - -- ---------- CONC.-- ---®-N " STORM CATCHBASIN DRIVEWAY ROUND CATCH BASIN STORM DRAIN MANHOLE ONC WALK SANITARY SEWER MANHOLE CURB CUT C NC. VERTICAL Cu R SANITARY SEWER STUB -OUT L 349.94' PLAT ( WATER VALVE _ — — WA TER MANHOLE RIM EL.=427.91 WATER VAULT CURB CUT CONC_. VERTICAL CURB S. LE=422.61 12" AD WA ER METER ONC WALK W. I.E.=421.98 18" ADS) FIRE HYDRANT 123 [n m POWER MANHOLE ® QCRIM EL=430.33 LIGHT POLE U71LlTY POLE RIM EL.=426.48 RIM EL.= 2 .99 GUY WIRE POLE CENTER CHANNEL N. I.E.=423.30 (12" ADS1 1 E.=416.65 S. LE=423.46 (12" AD GUY WIRE ?FLOWS WEST) POWER METER TELEPHONE RISER LAMP BOX GAS METER GAS VALVE MAIL BOX DECIDUOUS TREE SE WER PLAIV CONIFER TREE 1"=20' NEB' EXISTING EX_ STORM EX_ SEWER EX_ WATER /xxx_xx �XX_XX 50 50 O Wv EPM R Wo�ct:) k- ®�®R COM- Mp�-II���� ABBREWATIONS BLC - BUILDING CORNER A C - COMPACT 3 2001 W c C� - CLASS BASIN CO - CLEAN OUT D - STORM DRAIN G Li V DDCV - DOUBLE DETECTOR CHECK DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY O EL - ELEVATION ESMT - EASEMENT FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FHY - FIRE HYDRANT FL FLANGE JOINT `'+; '� .. u �, � r� ,ya, H/C - HANDICAP IE - INVERT ELEVA&N a . .�'' �I] LF - LINEAR FEET .� I o �, a , I� 61ri; �l v x N L/S LANDSCAPING 2.2 �. W CON MH - MANHOLE , o o o �, I Z `t o MJ - MECHANICAL Ja IN, .� r .� .� Z c� •' w OVHD - OVERHEAD u o wDo Q PL - PROPERTY L1N� N ^ o R _ RADIUS •y '� o o o 000 N R/W o RIGHT OF -WAS .� -�, o . CDv S - SANITARY SE c :° - o o .� SQ FT - SQUARE FEETW .� a S/W - SIDEWALK ca " 43 o 0 TC TOP OF CURBA -a b .a - ro �.,,,,,, z c "• 1P - TEST PIT :a :n G Y U.N.O. - UNLESS NO1ECr'r' (� S _ SOUTH a � � � a � 400 � � _ IN WEST a� w. f n +r trl O v y E - EAST o ca •' .z, ,d 0 ' N - NORTH E-� C� c cc 'a -o i q p� }.. �w_'eq v NW - NORTHWEST W V1 O —,t . SIN - SOUTHWEST > .000 .1 ;: N NE - NORTHEAST _ a °0 ai► SE - SOUTHEAST N w W z w Yw V O w =v Z� VN to ,n W Q' c00 pp'Flom _ SEP - 7 200,7 z a � COR LTR#._.._-- -- Z 00 W N I mN o zz 1065 r ceo o'