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Permit D14-0251 - PIERINI RESIDENCE - NEW SINGLE FAMILY RESIDENCE
PIERINI RESIDENCE 13936 51 AVE S D14-0251 Parcel No: Address: Project Name: 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.eov 1670400027 13936 51ST AVE S PIERINI RESIDENCE COMBOSFR PERMIT Permit Number: D14-0251 Issue Date: 10/31/2014 Permit Expires On: 4/29/2015 Owner: Name: Address: PIERINI CHRISTOPHER 13940 51ST AVE S , TUKWILA, WA, 98168 Contact Person: Name: JOHN TAMBURELLI Address: 646 SW 134 ST, BURIEN, WA, 98146 Contractor: Name: Address: License No: Phone: (206) 920-2220 GEM CONSTRUCTION INC Phone: (253) 447-4091 21501 CONNELLS PRAIRIE RD E , BUCKLEY, WA, 98321 GEMCOI*005MC Expiration Date: 6/25/2016 Lender: Name: GEM CONSTRUCTION INC Address: 21501 CONNELLS PRAIRIE RD E , BUCKLEY, WA, 98321 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2084 SQ FT SINGLE FAMILY RESIDENCE WITH A 502 SQ FT ATTACHED GARAGE AND A 100 SQ FT UNCOVERED DECK Project Valuation: $279,837.34 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Fees Collected: $9,722.85 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 10 Fill: 10 Number: 1 1 Yes Permit Center Authorized Signature: .JI.J J Date: `" f 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. Signature: Print Name: 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works 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. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 5: Any material spilled onto any street shall be cleaned up immediately. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 7: 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. 8: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 9: 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. 10: 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. 11: A double detector check valve assembly is required for the fire lines. 12: All double check valve assemblies shall be approved by the State Department of Health. 13: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 15: 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. 2436). 18: 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) 19: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 20: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** 24: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 25: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 26: 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. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 29: All wood to remain in placed concrete shall be treated wood. 30: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 31: 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. 32: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 37: 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. 38: ***MECHANICAL PERMIT CONDITIONS*** 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 40: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 41: Manufacturers installation instructions shall be available on the job site at the time of inspection. 42: 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. 43: 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. 44: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 45: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 46: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 47: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 48: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 49: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 50: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 51: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 52: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 53: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 54: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 55: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 56: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 57: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM CITY OF TUB TLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Gc) Wf pia n Combination Permit No. W 11 O42 S ) Project No.: Date Application Accepted: Date Application Expires: 5-15— (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: & S/s%ave S6 PROPERTY OWNER Name: CA 12. t s 4 6 Pivt, 1p1 e'2 1 1. Address:/ J 7 / /0 7 34' a V{ S O "f City: - ),) gtAn7�, State: w Zip: CONTACT PERSON - person receiving all project communication Name: n. 0 ✓1 -7-4p vh b 0 tatll . Address: /_ 9ff 5w /,3 y am,. si. City: t r o State: j 14_ Zip: 9 k yi /./ Phone/70(&) 92a_zz71 • Email 14- 1'6 hi b toe e t 11' A 4 wla, I, rb m 1 GENERAL CONTRACTOR INFORMATION Company Name: / em Cell, ticka 4 Address:L J$ , Con n Gth 14.1,, w let City: / v e K , "� if , Zip 83Z / Phon 20 31 " 72 7 Fax: Contr Reg Ni e0,1(0xx.00S-m F�xp Date: s//� C� Tukwila Business License No.: King Co Assessor's Tax No.:1(O /U 000 Z 7 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name:/vi . Engineer Name:yv‘ I. m 1-re ke-- 1 } { Address:7g1/ it, o-Ci,ve, Ai,e City: K 1 g 10, d- State: 1 Zip: Phone/2 -)7y7— JSOOFax: Emaill:�/ LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:Ce f /1� w Addressp zi..s- / / 4190 �D1 / +I. City oc J,5 State,,, Zip: 8 - H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ ' l yr%,�0, 1-e-a-- .. Scope of work (please provide detailed information): /(f e 14 S, et /e. 0 r . Ja cc."fir' I 0 kn 0 w*-�° DETAILED BUILDING 1NFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement l S' floor e.s-2._ 2. floor Garage carport ■ Deck — covered ❑ uncoveredK /0 Total square footage 24 S6 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 61(�y�(�, furnace <1 OOk btu thermostat emergency generator 1 appliance vent wood/gas stove fuel type: ❑ electric y )4. gas �[ ventilation fan connected to single duct water heater (electric) other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 49/` 3 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system 3 3 clothes washer shower water closet gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 • PUBLIC WORKS PERMIT INFOR:__..T.ION — Scope of work (please provide detailed information): ((A 'fr. f / I �Kn 44 6 1"A/2 /tJeL4) /jv�, I n /i 4G lei/r I ")os 1 ('vnb C vS:bL al zi'vei✓4 Y Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ATER DISTRICT . Tukwila ❑ ...Water District #125 ❑... Highline ❑ .. Letter of water availability provided SEWER DISTRICT Tukwila Eli . Sewer use certificate \© ...Valley View El...Renton ['j ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle 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. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): Civil Plans (Maximum Paper Size — 22" X 34") .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) ❑... Geotechnical Report 0 ...Hold Harmless — (SAO) ❑... Maintenance Agreement(s) 0 ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance❑...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. ❑ bZl .. Total Cut .. Total Fill 60 80 K. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑ .. Permanent Water Meter Size ❑ .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private 0 ❑... Work In Flood Zone ❑... Storm Drainage Abandon Septic Tank Curb Cut ❑... Pavement Cut 0...Looped Fire Line " WO# " WO# ..Trench Excavation Utility Undergrounding ❑ ..Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line `j... water `� .. sewer MONTHLY SERVICE BILLING TO: Name: 6e 'T Co A . a. tie J v -7 number of public fire hydrant(s) ❑ .. sewage treatment Mailing Address:2.—Ln / (p y7PiP//5 2��'or, WATER METER REFUND/BILLING: Name: %Z /54,e, love City Gr S G4ovL Day Telephone:(2-00 / 3/ State Zip Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications \Combination Permit Application Revised 8-9-1 1.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTEL .APPLICABLE TO ALL PERMITS IN T.H_-.PPLICAT.ION — 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. 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. PROPERTY OWN R O THO ZED AGENT: Signature: Date: gA/10/ Print Name: N,4 Gi /L/»7 /11 661/ ( atl.Sleve41,11tay Telepho(2%) '3/— / Z .7,4 Mailing Address: 1/51,/ eOnnG//S )19.€�r �kK Reg oak/ Gt/4 993Z City / State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAMEL ew1 CO^ S+QVL+''�\ ��1 MIT# .Z %4- - OZS I 1313(,S1las:aVe 3a,) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 300 Water/Sewer/Surface Water 2500 Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 'AO cubic yards Enter total fill volume `. % o cubic yards 70 Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE ./ Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l s' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 3 Zo (1+4+5) $ - / (4) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. RECEIVED CITY OF TUKWILA Approved 09.25.02 b114. 0 5 1 AUG . 0 5 2014 Last Revised 01/01/14 PERMIT CENTER } co . :. 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION yel% may adjust estimated fees The pavement mitigatio fee compensates the City for the reduced life span due to removal of roadway surfaces. The f is based on the total square feet of impacted pavement per lane and on the condition of the exi ing pavement. Use the following table and Bulletin' 1B to estimate the p Approx. Remaining Yearso,s (,G Pavement Overlay and ; Repair Rate 0 r: t er SF of lane width) 20-15 (100%) $10.00 15-10 (7 5%) i.s c',,QL \' $7.50 10-7 (50%) $5.00 7-5X)93.%) \ $3.30 5-2 (25%) 2.50 2-1 (10%) $� 00 8. GRADING Permit Issuance/Inspection Grading Permit Fees are calculated usi g the o owing table. Use the greater of the excavation and fill olumes o Item 5. (6) (7) $ (8) QUANTITY IN CUBIC YARDS \ RATE 50 or less \ 3.50 51 —100 $ 7.00 101 — 1,000 $37.00 fo st 100 CY plus $17.50 for eacbt additional 100 or fraction th reof. 1,001— 10,►00 $194.50 for lst\ 000 CY plus $14.50 for each adtonal 1,000 or fraction therein. 10,001 100,000 $325.00 for the 1st 10, 00 CY plus $66.00 for each additioAl 10,000 or fraction thereof ,-, 10 ,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 r.x 441 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee an $ Minx -9 e (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE •./ 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof 1,001 —10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* ' /4- -fuR-t.J op) f * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ jt 2g- I. Other Fees $ Total A through I $ —9G9- (10) DUE WHEN PERMIT IS ISSUED g' (6+7+8+9+10) $ / 3 q O -3;13tcY- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC / 01.01.2011-12.31.2011 Total Fee 0.75 $60 $6630 1 $1125 ,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 "V 040 $50,865 3 $442 $96,08 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 0/4771 $/15/l1_ Clear Form r Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $2,506.86 D14-0251 Address: 13936 51ST AVE S Apn: 1670400027 $2,506.86 0.75 INCH $50.00 WATER TURN -ON FEE R401.343.405.00.00 I 0.00 $50.00 DEVELOPMENT $29.10 PERMIT FEE R000.322.100.00.00 0.00 $24.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $1,426.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $382.80 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $219.30 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $70.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $70.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TECHNOLOGY FEE $177.96 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3448 R000.322.900.04.00 0.00 $177.96 $2,506.86 Date Paid: Friday, October 31, 2014 Paid By: GEM CONSTRUCTION INC Pay Method: CHECK 6651 Printed: Friday, October 31, 2014 2:45 PM 1 of 1 OP!SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY PAID $2,000.00 D14-0251 Address: 13936 51ST AVE S Apn: 1670400027 $2,000.00 IMPACT FEE $922.00 FIRE R304.345.852.00.00 0.00 $922.00 PUBLIC WORKS $1,078.00 TRAFFIC IMPACT FEE TOTAL FEES PAID BY RECEIPT: R3447 R104.345.840.00.00 0.00 $1,078.00 $2,000.00 Date Paid: Friday, October 31, 2014 Paid By: MATTHEW GRIMM Pay Method: CREDIT CARD 09736G Printed: Friday, October 31, 2014 2:43 PM 1 of 1 CPWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,000.00 D14-0251 Address: 13936 51ST AVE S Apn: 1670400027 $3,000.00 DEVELOPMENT $3,000.00 PERMIT FEE TOTAL FEES PAID BY RECEIPT: R3446 R000.322.100.00.00 0.00 $3,000.00 $3,000.00 Date Paid: Friday, October 31, 2014 Paid By: MATTHEW GRIMM Pay Method: CREDIT CARD 045022 Printed: Friday, October 31, 2014 2:40 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $6,636.92 D14-0251 Address: 13936 51ST AVE S Apn: 1670400027 $2,215.99 DEVELOPMENT $1,965.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,965.99 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D14-0252 Address: 14062 33RD AVE S Apn: 1523049071 $2,204.94 DEVELOPMENT $1,954.94 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,954.94 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D14-0253 Address: 14062 33RD AVE S Apn: 1523049071 $2,215.99 DEVELOPMENT $1,965.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,965.99 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R2777 R000.322.100.00.00 0.00 $250.00 $6,636.92 Date Paid: Tuesday, August 05, 2014 Paid By: GEM CONSTRUCTION INC Pay Method: CHECK 6580 Printed: Tuesday, August 05, 2014 10:20 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: ,, t jr.< PNer l' (,t.i. Aj.. eqion.;„. Type of 11()§plt 00 r frcct i Arress: 5q 36 5.1 f r 4c/e So , Date Called: 1" Special Instructions: A.44 Date )Vinted2.„-.Ai I.'" .... .-- ,...... 0 a.m. P.m. Reque ter: Phone No: pproved per applicable codes. Corrections required prior to approval. C. MENTS: 6 cwey 5/94 tamdr4 _....C....,, inspector: Dateg REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali 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 Pty-0"2-.3 Project: -- 4/5( Tye, f inspectio p - e : -.. 4. ff Address: 1373c $2. 5-Pr i',/ Date Cal ed: Special Instructions: Date Wcrted: -2- _ a.m. p.m. Requester: Cde't c J Phone No: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: APROM•10110.010211•1461/ Datett" 22-- f 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 PERMIT NO. ce CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: "Type /VCR( of 1 specto: I F-C4%-et 'Address: 131b6 SA frit/di Dat Ca : SpeciInstructions: pm Date Wanted: a.m. Requester: /-k K 0 &- 0f.ii CO kJ/ - Phone No: Ze6 - fxo EjApproved per applicable codes. "Aq C ( S rv° r w KA-( Er014- 11)tV V— 05 1:3- or- Frgs-k f4-.1 1 (5 fr ( COMMENTS: I ve( t 0 Corrections required prior to approval. Pl. CA (( fctr Inspector: Date.• '(- 0 PI REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter 13tvd., Suite 100. Call to schedute reinspection, L 0 .. ii INSPECTION RECORD Retain a copy with permit INS O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /USF ik Type of lnspe tion: Pr Kat. Address: I ;136 57 f r 4-02-fo , Date Called: Special Instructions: PM Date apted: a.m. p.m. 'Requester: 7.0 6t.14--6 eki-k Phone No: Approved per applicable codes. LJCorrections required prior to approval. COMMENTS: y 5-- Inspector: Date: REINSPE ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. fc, INSPECTION RECORD Retain a copy with permit INSPON 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 wy_0-2_5-1 PrMrct: t . SF rk r t eAr 1 1 A ( Typis-zof InAriow •f N _Ccc-e_i ( r Sr ^ N i n fril-ve,jo, Date Called: Special Instructions; Date Warited: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MMENTS: c9cu fr,ft_ ctvaue--p-tL(kci Ails, Ttkc„-F- -au--k,d44-f;) r......C..._ inspector Date:t ( 7 RE1NSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Icc INSPECT 3 RECORD Retain a copy with permit I 5 ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DMSON 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project' Ais....ti< Type of kilpection‘ r rfLeAck40 Ff tit / Address: ( 3 n if frettiv=-10, Date called: Special Instructions: em Date Wanted: ti—f 7 — fs' a,m. P.m. Requester. Phone No: Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Inspector: Date:(7 ti DREINSPECTION FEE REQUIRED. Prior to next inspec-tion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit p 11- 0 z / 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; 41; . . g Type ocInspectioA: , . ff(/e_ it--(ocrt Add51 ress: ( r r eke-6. Date Called: Special Instructions: Date W ted; . a.m. Reqwt ri 0k(/t___Ge (4,‘ CQ1474 Phon — /2-0 . 2--22-10 i Approved per applicable codes. Corrections required prior to approval. COMMENTS: - - 4 !V: (44.t14:e,k)1/4-LID 15q Inspector: Da e 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 Diq-02-s-t 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 t Type of Inspection: Address: 1-3q16 57 n At_ve.44 . Date Called: ( Special Instructions: A_44 -Date Wanted: a.m. Requesw: 3OI4G1 (§/ &e cc\ Cc ev f, Phone No: Approvedper applicable codes. Corrections required prior to approval. COMMENTS: Date: 3_1 3.__ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTI INSPECTION RECORD Retain a copy with permit O. PERMIT NO PH-67-51 CITY OF TUKWILA BUILDING P1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 /V 206) 431 \-3670 171 ION Permit Inspection Request Line (206) 438-9350 civk Project: , NSF k Tfpe of InspectiOn: tk k "T—tiLf v40( - OK ,,. ddress: A r3q-3 c i yr Date Called: . Special Instructions: iv% Date V.VIntee a.m. P.m. Requester: 'Phone No: gApproved per applicable codes. COMMENTS: Corrections required prior to approval. ( Inspector: C.....- -Date:3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection 01S- I M rRetain a copy with permit Pi Y.' OW INSPECTION RECORD NSPE 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: e iir riN, 7'er i'ci f Type of InspAction: c? frrftti i A, Address: -161/0tel Date Called: Special Instructions: 13 q36 xi sr 64,e_iL Date Wanted: a.m. Requester: jbkpi ,i7i4k.& Phone No: qkApproved per applicable codes. LJCorrections required prior to aoprovai. COMMENTS: 424cfl f frtcti oR"' botArtz,,, )9(01 f-n V( bce( 0-IA/ L tp,01(f2rve__ coti to reit fred for-c_ii Inspector: E 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 TUKWtLA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 I Project: Re Type of Inspection:: AddresS: , S (z, I c-di Date Called: C, L A 2. I +NIC.. - tVtAAA Special In tructions: G pi‘c...D..jsp,g-c Date Wanted: a.rn. Requester: okkj Phone No: Phone .),_ 0 22.2 0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS:, ti) L AZ) vd - A- i) p / iNe/-4 t--) kCi k - ; ‘J ( p -4-, A,,, \ iwi ,-, K 'IQ twl k -;,/ Nr\ife II A I( 43/ ,- \i \ p e't lk tv , A 1 9 ..(-(*(, 0 ri 1 .. 11) .//11,411 1-1;\ ‘, ,I if TA ) (' i ' el- - , . _..,... N . / ---",- ( \ Inspector: V r I Date: fl REINSPECTION FEE REQUIRED.. prior to next inspedion, fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 5- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE M T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project --) F 12.) KII. Type of Inspection: W'i\1 0.ortritliA)6. AddresseLi , Datra.C‘ageq_ sl,e.a.t h il,...4rt Special Instructions Date Wanted: "ra.rri) q Np-,-evf Requester0 Pharr No: 02-0 (.9Ci ? D -22-20 Approved per applicable codes. EJCorrections required prior to approval. COMMENTS; 1 Roof che-A-fkiNif:1 — Atg)(Aitc,C' ((.4:2: (JAI sheAik*Iikz, - (Y_F-trokti/ )cui Date: - R I SPECTION FEE RE UIRED. P-ior to next inspection. fee must be 13(0 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CT 1—) 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 3 INSPECTION RECORD �J j Retain a copy with permit ► .J 1 7`0e�l INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project: / t/ ,,v V \ Type of Inspection: (0 R E_ (d i ) jj 1C Address,;- 1-'I) Ll 3 5 1 J Date Called: Special Instructions: Date Wanted: I 1 l (t ` i I f l m. {p.m: Requester: Phone No: tJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: II (ry I REIINSPECTION FEE REQUIRED. Prior to next inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �-v 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 . f1 ifir : �r <Z s. Type of Inspection: 1'\�, S(4f3 Address: S-r I3936 6/ AUP. Date Called: fOu o/ I< Special Instructions: Date Wanted:}})) — /-4` /�` 4 p.m. /i 1 Requester: • n )Phone No: 1 6 r 2:2 ElApproved per applicable codes. aCorrections required prior to approval. COMMENTS: 6C __S(A A -.11su//rD. (g1-- litiilre.k.. ► S (f a -: e fun c i 9 r?):) W7 4 A part" at7 ,/-g S ., Nee_0 i D e-,r.)snP Pr ;7- ` 7J I A) i L., 1 ,u vt.) S r.1 jY TM r /t J JJ(' A _s ii'i 1- i AI S i / / A / it. I' 4 fair PI C---i P 2 Jy Ins ector: Date: t r REINSPECTION FEE REI ER D. 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) 431-2451 D11-I 62.s1 Project: C� {{ �/y P 1 G. `fit $3, Type of Inspection: .{� i +[f { i vl l ,Nk- )44, 1, g U.Li. ( C [�r�. 'T Address: CI '; S 1 ,_/ Date Called: c-fit i Ni Special Instructions: Date Wanted: a.rri; I,/ i L... Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: E.L) i- Ci "��.A.1 & - !1 `L t r�JC+fi et-` ; 0-1. J 1 cilkii (►� —ADpfev r !.,L 0 P t (i) %( "t G R- i.- ✓J ? L icic. ( _ti) 1)-F iL S AAc.4— Da+el / 3 i 1 r Ind ector: EINSPECTION 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 NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 6'yl4 6-7.--7 (-kr c74,^ . Type of Inpection: �jI', '— Address: ` Suite #: /_37_.�6, / Sr /ve s Contact Person: Special Instructions: Phone No.: prApproved per applicable codes. Corrections required prior to approval. COMMENTS: v,, / - PA-55 </IA,/ /i // Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors , c3 Date: 40s// Hrs.: %_ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER biL)-orsi "y-5 - 203 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ' , Type of Inspection: Address: / Suite #: /313o7 s-y- �7 4.17 5 Contact Person: Special Instructions: Phone No.: fApproved per applicable codes. Corrections required prior to approval. COMMENTS: i — /L1 1i0 ---- APO ' 5/ ' ?f // L — `�.. �L/c T -71 . -1 A — „ p-1^ _ r';i55. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector:,��/-__5 Date: Z/73%/S— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Company Name: Technician Signature Date: Aa/z3/e Phone Number: ✓✓) 38'3 -7714 Energy Code support WASHINGTON STATE UNIVERSITY_ _ EXTENSION ENERGY PROGRAM Permit #: Duct Leakage Affidavit (New Construction) House address or lot number: 4.7136 51 of ielvC 5. City: Zip: Cond. Floor Area (ft)): Zcv/ Source (circle one): Estimated Measured 0 Duct tightness testing is not required. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. Ducts located in crawl spaces do not qualify for this exception. Air Handler in conditioned space? ❑ yes 0 no Air Handler present during test? 0 yes 0 no Circle Test Method: Leakage to Outside •tal Leakag- Maximum duct leakage: Post Construction, total duct leakage: (floor area x .04) = CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .04) = CFM@25 Pa Rough -In, total duct leakage with air handler installed: (floor area x .04) = b:3 CFM@25 Pa Rough -In, total duct leakage with air handler not installed: (floor area x .03) = CFM@25 Pa Test Result: 65- CFM@25Pa Ring (circle one if applicable):/�Open Duct Tester Location: nErv?',) nn L 1 2 Pressure Tap Location: Q I certify that these duct leakage ates are accurate • nd determined using standard duct testing protoco Technician: - !e1? RECEIVED CITY OF TUKWILA APR 2 2 2015 PERMIT CENTER (,mew o11.si-eve i © v gem I /c, 7c74'o 7 /3934 . / avwg. 4tt. )11 =Zo' R-ev‘..t.,a )r-7)1 • — /0' rt; \• 4// - 1 _ I S'l3S/31.- Dare ecdpv. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2014 City of Tukwila BUILDING DIVISION CORRECTION LTR# b Li- 02S1 RECEIVED CITY OF TUKWILA SEP 18 2014 PERMIT CENTER SAWCUT LINE, TYP. PER DETAIL B FULL WIDTH PATCH PER CITY STANDARDS SSMH Y1 STA 6+82.28, 8.02'R RIM=122.1 IE(IN)=114.1 IE(OUT)=114.0 FIELD VERIFY EX STA 6+72.85 r, CL 20' DRIVEWAY CUT PER TUKWILA STDS RS-8 /2. .. REMOVE EXISTING CURB CUT AND RESTORE CURB AND GUTTER SIDEWALK PER TUKWILA STANDARDS. 2-3/4" WATER S PER KCWD #125 STDS, EX SIDEWALK EX CURB & GUTTER STA 5+52.48 CL 20' DRIVEWAY CUT PER TUKWILA STDS RS-8 U1 P/L 1„ • n MON. IN CASE /((((((''''''STA 10+00 TBM EL=117.58 89'07'00" ct (C)(P) 1 / 32 2, 0 EXIST HYDRANT 33 LF 8"PVC HOUSE & UTILITIE.,EASEMENT Wr S SSMH#2, 48" STA 6+76.2 RIM=124.6 IE(IN)=118 IE OUT =11 /. MI ASPHALT.• TO. DE REMOVED II� 0.3' S88'49'08"E S 139TH ST N88'34'08"W 558.50'(C) - 556.01'(P) 278.93'(C) 192. • 2'• eZZ2.2 a12"/..! iy CONCRETE REIN IING y_a, tii 5V(ALL''O:'9` •- a'7G'.Ji; 124 SOU3L1 QI1 92.92' i' 13,(C) - 21%..0'(P) ]W 20' I \ FRONT -y B.S.B.L. II SEWER SERVICE, TYP • LOT 3\ 6,802 SF _ - 1 ........ ASP( 1.4t.T 92.85' \ 021iC(1;E'FE w 20' _,.. Of-. UTILITY -.- FASE9ENT/ 20'x40' PARKING PAD 4" CSBO _8'�SIDE� l TYP. /yi)SPHAL7' I ' N88'49'05"W 192.85 WER FOR EXIST HOUSE WERa9UND' LOT i2. ! s .. HOUSE FIELD LOCATE EXIST SIDE / $� ATE WITH 'REWE / ',SEWER SITE. ' N88'56 37 W I LOT 1 14,459 SF 1:I i CE: / ..):• I9175.......... 1.r +8. /.I. I,,r I�777777/ 1�'_r I(,. . / GARAGE / .lA • / DFne:° il• 77/.. /7iI i GARAGE. • TO BE 2 /-- REMOVED, -) UNITED INFILTRATION DRYWELL /-OR OTHER SMALL SITE BMP. DESIGN W/ BLDG ;PERMIT:"C -.027 2x 10' REAR B.S.B.L.,-I TYP. ( N89'19'08"W 556.59'(C) - 555.80'(P) 3.1'WALL,EAST SIDE -1.8'FENCE S.3'WAU.,EA':'1 SIDE 17. (2704 ...27 GIYAPHIC SCALE ( IN FEET ) 1 Inch - 20 ft. 278.93'(C) ‘`,/ N88'49'08"W 342.93 278.93'(C) u is 278.77'(C) i ", N88'56'37"W 342.78' • 278.77'(C) MATCH EXIST-\ 22' EASEMENT 20' 3' EASEMENT ASPHALT THICKENED EDGE PER KCRS DWG. N0. 1-011 1,5" CSTC 2" CLASS B ACP 2% PRIVATE ACCESS DRIVE 2.5" CSBC COMPACTED SUBGRADE ADDITIONAL TREATMENT MAY BE REQUIRED S 142TH ST MATCH EXIST 4 NOT TO SCALE SAWCUT LINT: EXISTING ASPHALT - PAVEMENT WIDTH OF RESTORATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX 3" T /� EXISTING EARTH-i OR GVANULAR BASE 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY /) \/1 x/// /\( \/I TRENCH WIDTH -^I DRAINAGE NOTES: (1) PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF TUKWILA PRIOR TO THE PRECONSTRUCTION MEETING. (2) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. (3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #2, OR BETTER, INSIDE AND OUTSIDE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. (4) ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETEN110N/DETENT,ON FACILITY SHALL HAVE SOLID LOCKING LIDS. (5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM. DUMP NO POLLUTANTS". (6) ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF TUKWILA RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO F PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE TO THE DRIVEWAY TO THE BOTTOM0 TH E DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. (7) ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICAITON: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-2O% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS. (8) DRAINAGE OUTLETS (STUB -OUTS) SHALL 8E PROVIDED FOR EACH INDIVIDUAL LOT, EXCEr'T FOR THOSE LOTS APPROVED FOR INFILTRATION BY CITY OF TUKWILA. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2"X4" STAKE MA,..•:ED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO 1, ;E STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CITY OF TUKWILA DEVELOPMENT AND CONSTRUCTION STANDARDS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (9) STORM DRAINAGE PIPE SHALL BE AIR TESTABLE PER WSDOT STANDARD SPEC 7-04.3. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET NISHA REOUIREMENTS. 2. PLACE POWER, CABLE. FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH WITH A S`-FSOT M(NIi143J HORIZONTAL' SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. PAVEMENT RESTORATION NOTES: 1, COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFIWNG OR WHEN CONCRETE IS CURRED. A, EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, RESURFACING, OR FACILITY REPLACEMENT• • ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET MTHIN 3 CALENDAR DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS OUICKLY AS POSSIBLE. REPLACEMENT PATCH 150% OF EXISTING ASPHALT DEPTH NOTES_ 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY THE CITY ENGINEER, FLEXIBLE PAVEMENT PATCHING DETAIL NOT TO SCALE SAWCUT LINE EXISTING ASPHALT PAVEMENT EARTHWORK QUANTITIES CUT(CY) FILL(CY) NET(CY) METHOD 250 250 0 AVERAGE END NOTE: THE ABOVE QUANTITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR BIDDING PURPOSES. THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION. UNSUITABLE MATERIALS OR SUB -GRADE CUTS. ((o& INFo. oNcY) PW d4, - �d3 DUNCANSON Company, Inc. 145 SW 155th Star, 5L0e 102 Seattle, Washington 98/66 Photte 206.244.4141 Fax 206.244.4455 FRED L. BESS PROPERTIES 5 fi REVISIONS DESCRIPTION REVISED PER COMMENTS .4 0 rn 0 z BESS-TUKWILA SHORT PLAT 8: \05510\dwg\05510/4001.dwg MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 (.14°Yo V142*.. Co- 2AL /*ig- /LA 5�i-1 C?-/ 5-4t75i 2i 3 i4 ¢� A�.lo� DA s/;./ vF'i3) L-botfi. iit4t. 6,44, P2mt-11 64= 14.,0') Av.' 6,7442,5F f /5:4p.= 35?/eF 353 24/4,/2.e -7: /23 id — P L--�- ,554 &5 >' k404,1J72.% /Cr,>e1, 4 ›e .go = e 3%J 4 OtrA1-11 - L4e 12 F4 1 PREPAREDE BY' PROJECT .4 1 2 DATq� � REVIEWED FOR CODE COMPLIANCE APPROVED SEP242014 City of Tukwila BUILDING DIVISION I2P44 420.4 eilartv RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER SHEET NO. 41 OF 24 SUBJECT JOB NO. twa 4U 6-7 zeu tolikiiie..14 6;re �4'0c (A/ (4L‘,/, ;it 31;4 /4" 6AI vogt,le._ (at: ) Tli4cAL 171. 4c.lzibi 7Nei4 w/ L32-1J- 1 sif-l4zs 471AL 4,ili,a4T/40-1 itAIJ 0/t11146 u .44 - J. 0✓ 2 /o s k. Ala 7-YMAL 517'/ .1 4 1. 47- /a4G 5h4-4/A4 ,4✓7v s [21 5444 kAg6 671k4 11141;-) 14,111g rite304 4,i # ,4k4 1.71‘ q° H-l/ 5,'h 5✓� T�- /t4J 2d2i 8ap.),(-712-/p2 13 5� IN4tL� 671A . Its. ?F 214k. ite2.4e. A 7 71-1kA-L rek,/ ref gL itibglel ' sT,k 77.44-71- / A,J 2034- /Tg.o.J. C2/2- /0 2 414. MITCHELL ENGINEERING INC. otA4 149 (LE4-1 1..,°) 124= 12 /75.7 ,)\/:*-6,5ax 1-7t1f5Aii,i.,: 21 &Ad I-Lo") • 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 f 2apI& 7 41' S2/4% = ° 40 12 4757= 11(401j 3 t 21 - V:: 7� 4 .prtr,11.5_ �5 s�' - v 2 �� -` (.00,4 ir 2 Wiji 4 - 2 LATo-AL 1,-(14.tcd 4/ur `�-�-/2,4/4,4e - / 7341= PREPARED BY 0, DATE 04 4 12 PROJECT "EA,/ 41120;3.4 421g SHEET NO. OF SUBJECT JOB NO. ©/ 2 -/n 2 c...rfl.--._� _. .�..� ;.v 3.JHa•`: ...z�_N. �5�.�.F=iN; �`...'Yyv_?`.i.S:?5+: ...-.c.� OauliNa.:r �"7?� MITCHELL ENGINEERING INC ti...:...._.�=;_tp�.:c^se.:t ._... ...._a�.� ^'.apt-?c --.-_.��= t_\w.:...:.... '�_`i>�c��v..:'s=�T.-.Y _ ..t�:.t'_ly` �•?a:+_=:ti:Y _::'L'_._ l., �-� 1: (=n- i ibA /24 ,.,•V,l✓,'LA-ram1 1 L /2 JA4 Cr: IJ !: 4 a !! .) �! c f 1 C 43)P-5647AAL 40") 4 t a PREPARED BY, DATE fi• 6 L ;4 1 4 , ,.,, '� �^/. j�a y�jj�' g rid,/w1�� "� r/ 1 yry/i, '=-9 �e.}�y -, 5 5i t r9" y4%t.-,1'T ,r .rf7 t 4�g ' a r %t; • ira I 423b c �yy r1 1 �9 PROJECT 2441,44 i. y 7821 - 168th Ave. N.E Redmond, WA 9805. (425) 747-150( SHEET NO.LtO OF SUBJECT JOB NO. 0/2 /v 2 MITCHELL ENGINEERING INC 3, i2o — / 4RC1,4-*°sf+ 24 2qi. b) @ /-/Ai / / 2.0: fp'? I 3 /vAl/6 - J V5= / 7 / a 41y.3fr, -5 51.4 _ 33/fr- -4,0'4 a44Pr-I 55 � M l�� --�- /V� C�T,CvL e 5' /.�v7 / 7h' Zi T ?bJ 5440- 1/%L.4-Jr/61k,gr &zhift Ci yxijo + - 7J? 2' -3440a /2? - `,57. - 4*12 - 1737 2,184"/ / 1. 6, 014,,E 2 i 346t, f .5ezu/ev �- 14s/40 - /9-‘it 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 )REPARED BY DATE I/41) 2 PROJECT SHEET NO. Al 7 OF SUBJECT JOB NO. a/ 210.2 MITCHELL ENGINEERING INC 5421e. 5th /5/Jt 11,44 o 12/a/`✓ /4 -/7a f' �3 =.16,2 /=/224p- 4 v D - /7' lt'gs 4 r//is `= 765--4 � AjtJ 4w:x:1A ` ,24-/10 7 343a/ 27 / /4l- /9-4am c - 163� /J�y /s /4,`5//e,- //l-, -`° lbuvc�/� �= 4l6,L I a-J 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT 2r54 SHEET NO. OF 42/2'`n2 SUBJECT JOB NO. SWEAR WALL SCHEDULE ALLOWABLE SHEAR Hem -Fir #2 #/rt O rA N O r-+ enn` O O v1 N v'1 800 O Lel O • Nail Spacing O Yes . I 60 =y 14 �O �f M N M en Studs NNNNN —,--1---,_ N, col 1 O 7r M N M N 14 ,g ` CO 8d 8d 000000 Shear Wall ]Designation \O i :C i (Nii i M 1 i - . r-+ — A+ N N Ai Shear Wall Notes: 6 cd "C calj �o -- N M v1 10 STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2012 NTERNATIONAL BUILDNG CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDNG DEPARTMENT. LIVE LOADS: ROOF 25PSF FLOOR 40PSF LATERAL WIND EXPOSURE B, 85MPH/110MPH(ULT) SEISMIC SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF l'-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN -PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL NSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONS 1'RUCTION SHALL CONFORM TO BUILDNG CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER NSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 NCH DIAMETER WITH 7 NCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACNG OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL MEET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 319.3. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A - GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND 2`9 BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER 3 INCHES 2 INCHES 1-1/2 INCHES STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE -SHALL BE PRESSURE TREATED PER PRESERVATIVE -TREATMENT NOTEALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR JOIST 2X ROOF RAFTERS 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2 Fb = 850 PSI HEM -FIR #2 Fb = 850PSI DOUG-FIR/LARCH #2Fb = 850 PSI DOUG-FIR/LARCH #2Fb = 875 PSI DOUG-FIR/LARCH #1Fb = 1000 PSI DOUG-FIR/LARCH #2Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT NTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED -LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBNATION 24F-V4 (Fb=2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDNG DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDNG PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER NTERSECTION. STAGGER SPLICES A MNIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2-16d NAILS. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATE OF DOUGLAS-FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR AI/2 ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. MITCHELL ENGINEERING INC 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SPLAg... kv �� Li 6ix ,A-1/.1,4470;.1 fA PREPARED BY i PROJECT 2034 SHEET NO. /4 OF DATE r /41/2 SUBJECT JOB NO. '/2 /l? 2 MITCHELL ENGINEERING INC, s, - ...,-::o_. ..... sr. per ..tt e.-�,�. PREPARED BY 'a) r3J41.4v6.arte tAL. iNt 41' PROJECT 442A4 `� SHEET NO. OF DATE /4///P SUBJECT JOB NO CD/ 2 40 2 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 leATA P g"ik,; L % E C i , *•470.4) 14'1 'Thifo(4 „_, fl-,P7‘c-vi/(2)3/4,,4 7412.'' LL - W*T9 C�J ,/3 i4 tIvAe 4-0 1,u-1", MiTC ; ELL ENGINEE ING INC '•;Yr%:Alm,iaz,,,gru+xSF+r,- PREPARED BY DATE 7821 - 168th Ave. N.E, Redmond. WA 98052 (425)747-150C 0,2Litf.J PROJECT b SHEET NO. �� OF SUBJECT JOB NO. 4-W2 42 MITCHELL ENGINEERING INC i1i^.1,tit�:,-....,..a. Si'-zi'ic_,..,:•�:�ito.'. �,'__mf_c��.=.v.-..i:E's?:; �t�i�l'.:;,Si:.,9 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 4)4 A PREPARED BY PROJECT SHEET NO. 7 OF DATE 44h2 SUBJECT JOB NO 424,2 MITCHELL ENGINEERING INC. war 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 # A ` PREPARED BY PROJECT SHEET NO � OF DATE i��1/2 SUBJECT ey2-62 JOB NO. MITCHELL ENGINEERING INC ESP 416 PREPARED BY PROJECT DATE //� //2 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 SHEET NO _ OF JOB NO. 0/2-/,2 MITCHELL ENGINEERING INC, 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY / PROJECT I�� JSHEET NO. OF DATE //2 SUBJECT JOB NO. MAW MITCHELL ENGINEERING INC 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY1,41 1.1 PROJECT SHEET NO,�/ / OF DATE //4/i2 SUBJECT JOB NO. `-` 2 - f�' 2 MITCHELL ENGINEERING INC Nor 7821 - 168th Ave. N.E. Redmond, 'WA 98052 (425) 747-1500 2,4 Cr_ PREPARED BY/4.4! 1 PROJECT 26v SHEET NO . OF DATE / �d SUBJECT JOB42 I 2 NO. MITCHELL ENGINEERING INC 0-,de. e EAc, ‘; tvf1. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY `-' PROJECT d2j4 �3 SHEET NO. OF DATE 4//2 SUBJECT 0/2 422 JOB NO. MITCHELL ENGINEERING INC 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 ,IY:L L i; cztkr.kip.I.L4Qt F"ti-- 50a:344 4.2412-4,7t.:frAt, frj TWA, 1014h- a o 1 e.`Pc 14-1 PREPARED BY PROJECT 2 SHEET NO 24 OF �+ DATE `/ 4, / a SUBJECT JOB NO 03/2 4.2 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 9, 2014 John Tamburelli 646 SW 134 Street Burien, WA 98146 RE: Correction Letter #1 Development Permit Application Number D14-0251 Pierini Residence —13936 51 Ave S Dear Mr. Tamburelli, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. If you have any questions, I can be reached at (206) 431-3670. Sincerely, 41t 'ter Marshall it Technician o. D14-0251 W.\Permit Center\Correction Letters\2014\D14-0251 Correction Letter .docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Pierini Residence Permit #: D14-0251 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 11 x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. `The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and, as applicable...and it shall be drawn in accordance with an accurate boundary line survey." Provide a site plan drawn to scale that shows elevations of finish grade with topographical lines at 24 inch intervals or show how much the lot slopes and where too. Provide accurate boundary lines from a survey. Provide "Bench Mark" elevation points at the street and show the finish floor elevation in relation to the bench marks to indicate sloping grades from the new residence. [NOTE: Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines.] (IBC [A] 107.2.5) 2. Structural documents and plan set documents provided by the design professional or engineer shall be stamped and signed by the engineer. Provide engineers sheets stamped by the engineer. 3. Some of the code notes shown are out of date or do not comply with the current 2012 IRC. Example: The garage ceiling shall be 5/8" GWB from all habitable rooms above the garage, from the residence side and supporting members or elements'/2" GWB. The garage door to house shall be solid or honeycomb -core steel doors not less than 1-3/8 inches thick, or 20-minute fire -rated doors, equipped with a self -closing device. Revise any outdated Building Code notes to be consistent with current codes. (IRC TABLE R302.6) 4. Building section detail on page 6, the washers are indicated as 2" x 2". To be consistent revise notes to show 3" x 3" as indicated on the foundation detail page 4. 5. Provide details for the deck ledger attachment and framing for the deck per IRC 507.1 thru 507.3. Code has a couple of methods for attaching the deck with hold-down devices. 6. Current 2012 WSEC requires R-49 insulation in attics unless provided with advanced framed trusses. Revise insulation to meet current energy codes. 7. Window schedule call out Class 40 windows. Current energy code shall require for climate zone 4 to specify U-factor (.30). Revise window class per WSEC TABLE R402.1.1. 8. The house shall be provided with whole house ventilation. Provide the method and type of whole -house ventilation as specified in the 2012 IMC Section 403.8 with the Washington State Amendments. (IRC SECTION M 1507) 9. Outdoor combustion air shall be provided for the appliance located in the garage. Show combustion air opening(s) with sizes specified in the garage. (IRC G2407.6 & IMC 304.6) 10. Revise elevation sheet to show side elevations as North, East, South, and West. PLAN REVIEW/WR1ING SLIP PERMIT NUMBER: D14-0251 PROJECT NAME: PIERINI RESIDENCE SITE ADDRESS: 13936 51 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 09/18/14 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/23/14 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) (40 n/4, DUE DATE: 10/21/14 El 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: D14-0251 PROJECT NAME: PIERINI RESIDENCE SITE ADDRESS: 13936 51 AVE S X Original Plan Submittal Response to Correction Letter # DATE: 08/05/14 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Al-COw-9- e—)— Building Division P\kio Alf4C A.IC. r(1 Public Works AVIA M(10 lei •ti Fire Prevention Structural Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/07/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/04/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person al the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # Plan Check/Permit Number: D 14-0251 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Pierini Residence Project Address: 13936 51 Ave S Contact Person: 30 INh t 0 fr1,1, Lk Ia f Summary of Revision: i / s e mecepeto CRY OF TUKWILA SEP 18 2014 PERMIT CENTER Phone Number:(7) 17t90 t20 1 :ie or a e /Wee, Sheet Number(s): / t 3 4 "Cloud" or highlight dll areas of revision including date of revis, Received at the City of Tukwila Permit Center by: ' -Entered in TRAKiT on ` -(, "i C:Wsersyenmter-m1Ues{.-top\Revision Submittal Form.doc Revised: Mav 2011 City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 1670400027 Address: 13936 51ST AVE S Applicant: PIERINI RESIDENCE WATER METER INFORMATION Permit Number: D14-0251 Issue Date: 10/31/2014 Permit Expires On: 4/29/2015 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2084 SQ FT SINGLE FAMILY RESIDENCE WITH A 502 SQ FT ATTACHED GARAGE AND A 100 SQ FT UNCOVERED DECK METER #1 METER #2 METER #3 Water Meter Size: Water Meter Type: Work Order Number: Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: Cascade Water Alliance (RCFC): .75" PERM $0.00 $0.00 $0.00 $0.00 $50.00 $50.00 $0.00 TOTAL WATER FEES: $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 GEM CONSTRUCTION INC Page 1 of 2 Washington State Department of Labor & Industries GEM CONSTRUCTION INC Owner or tradesperson GRIMM, MATT Principals GRIMM, MATT Doing business as GEM CONSTRUCTION INC WA UBI No. 602 033 731 21501 CONNELLS PRAIRIE RD E BUCKLEY, WA98321 253-447-4091 PIERCE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. GEMCOI*005MC Effective — expiration 07/03/2000— 06/26/2016 Bond CBIC Bond account no. LB8060 Received by L&I 05/10/2002 Insurance Wesco Insurance Co Policy no. 9964508A Received by L&I 06/06/2014 Insurance history Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 05/10/2002 Expiration date Until Canceled $1,000,000.00 Effective date 06/09/2013 Expiration date 06/09/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602033731 &LIC=GEMCOI*005MC&SAW= 10/31/2014