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Permit D14-0276 - BOULEVARD TOWNHOMES - NEW UNIT D
3OULEVARD TOWNHOMES UNITD 3728 SOUTHCENTER BLVD D14-0276 Parcel No: Address: 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 0043000197 3728 SOUTHCENTER BLVD COMBOSFR PERMIT Project Name: BOULEVARD TOWNHOMES UNIT D Permit Number: D14-0276 Issue Date: 1/30/2015 Permit Expires On: 7/29/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SADR ALI 2310 128TH AVE SE , BELLEVUE, WA, 98005 OMIED PAZOOKI 410 LAKE ST S, STE 3 , KIRKLAND, WA, 98033 BRAVO CONSTRUCTION & DEMOLITIO 3710 208TH PL SW , LYNNWOOD, WA, 98036-6817 BRAVOCD875DM BOULEVARD TOWNHOMES LLC 2310 128 AVE SE , BELLEVUE, WA, 98005 Phone: (206) 229-7001 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 2,111 SF TOWNHOME WITH 480 SF GARAGE AND 24 SF DECK. Project Valuation: $282,216.44 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $9,665.08 Occupancy per IBC: R3 Water District: 125 Sewer District: VALLEY VIEW 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: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 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: Permit Center Authorized Signature: Volumes: Cut: 0 Fill: 0 Number: 0 1 No (f3S1/4' Date: I ` 3 V 1 J--- 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 o the performance of work. I am authorized to sign and obtain this development permit end agree to the • ndi 'ons attached to this permit. Signature: Print Name: $)/- ✓U'b S N P/12-D6 K\ Date: j' 3 Ol L 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: 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: 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). 5: 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) 6: Fire apparatus access roads"Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) (BOTH SIDES OF ACCESS ROAD TO BE MARKED AS FIRE LANE.) 7: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 8: 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) 9: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: This project was approved by the City's Board of Architectural Review and no changes are allowed without prior approval of the Planning Department, these include no changes to the exterior finishes of the building, landscaping (both design and plant species), site plan, and site finishes. If you wish to make any changes you must submit a written request along with a justification for the requested change and an explanation as to why the issue was not addressed as part of the design review process. 13: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 14: A soils inspection is required after amending the soil, but before any plants are installed 15: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 16: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 17: Schedule and attend a Preconstruction Meeting with the Public Works Department and the Planning Division (Dave Stuckle, Public Works Inspector and Jaimie Reavis, Project Planner), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 18: It shall be verified in writing to the Public Works Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. 19: Codes, covenants, and restrictions (CC&Rs) must be submitted for City review prior to final permit approval. The CC&Rs shall include language to require trash and recycling containers for each unit to be stored in each unit's garage, and a provision stating that no parking shall occur on the project site outside of garages. The CC&Rs shall also include information on how maintenance responsibility for shared areas will be divided to ensure the landscaping and courtyard will be maintained in good condition. The CC&Rs shall.also' spell out how lighting will be provided at uniform levels within the shared courtyard area and front door entry areas (i.e., how will the project ensure these areas remain lighted during nighttime hours, how will payment for lighting within common areas be shared among residents, etc.), and how landscape irrigation will be provided and paid for to ensure the plants are maintained in a healthy condition. 20: Per condition number 5 of the BAR -approved design review notice of decision, an accent color shall be used on the front door of this unit. The color shall be proposed to the Planning Division at the time inspection of exterior finishes occurs. 21: An automatic irrigation system is required to be installed to serve all landscape areas within the Boulevard Townhomes project. Water conservation features such as moisture sensors with automatic rain shut-off devices, automatic timers, pressure regulating devices, backflow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property, non -irrigated areas and impervious surfaces. Landscaping and irrigation shall be installed and inspected prior to final permit approval. 22: ***BUILDING PERMIT CONDITIONS*** 23: 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. 24: 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. 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 Washington State Building Code and the 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: 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. 31: 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. 32: 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. 33: 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). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: 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. 36: 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. 37: ***MECHANICAL PERMIT CONDITIONS*** 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 39: 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. 40: Manufacturers installation instructions shall be available on the job site at the time of inspection. 41: 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. 42: 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. 43: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 44: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 45: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 46: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 47: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 48: 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. 49: 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. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 56: 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 57: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 58: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 59: ***PUBLIC WORKS PERMIT CONDITIONS*** 60: 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. 61: 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. 62: Any material spilled onto any street shall be cleaned up immediately. 63: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 64: 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. 65: 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. 66: 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. 67: All double check valve assemblies shall be approved by the State Department of Health. 68: It shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a State Department of Health approved double check detector valve assembly. This shall be done prior to the Final Inspection. 69: Since the townhome 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. 70: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 71: The color and pattern of the paving design in the shared access area shall be reviewed and approved administratively by DCD prior to the start of work on the shared access paving area. 72: The demolition permit for the existing home (D14-0244) shall receive final approval prior to issuance of this permit. 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 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 8004 GROUNDWORK 5250 ILLUMINATION 5060 LANDSCAPE IRRIGATION 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 4043 SI-E.I.F.S 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TU ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. Project No.: Date Application Accepted: Date Application Expires: (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 j\Al—V King Co Assessor's Tax No.: UOL1 ?VO 0 (f11 3"72 c i3fa. i w�M�► wit), gry Site Address: PROPERTY OWNER Name: /4 it Sil'b g Address: 231 O (m 3 * ezttz• 5C City: bi4,1) 6,State: l,j it Zip: - t g0 05 CONTACT PERSON — person receiving all project communication i Name: 0 .feb F 00IC; �0 Address: Locke st 6 7f 3 City: / `\ tr1 j lG1M d State: �lq. Zip:9 033 ••229_7v) Phone: 0 Fax:(2o (,) 2_.y30079 Email: 0r1 &j & . r'cL . Ig0 wt.2,5 • Cb '' GENERAL CONTRACTOR INFORMATION Company Name:i_____., Address: 6 !/ City: State:.. Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name:v11 rJ • 56‘,h5 0_1.+ Architect Name: elTh O Ka1 1 3C'\`‘‘ s Address: IC` c O \ —Z3 r=- AVe N W • City: S hDY e ‘ : , 2 State: t^Iit,, Zip: Q B 1 yi Phone.(20 6 ` J �22F1�Fax: i`d/ 7!� Email: ENGINEER OF RECORD Company Name /, f,p jet GSu (-1415 L+►�pnre/S L tJ = Engineer Name: a. f • 5Pr R Address: \ g21 S.. — 2 'Ng A ✓E- S • City: .t/ s.-,`- " State: ‘,t.) pc Zip: .ct) D32 PhoD.2.5-)2 51 _ 4202 Fax(42,5, 251- '7 ' Z Email: a 50,1(0 b vot,, tA4er • Co vh LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 0 V 9�41.\e—. `' Address: i1/0 4-- 3 City: tr v [2..-, State: uj' Zip:Igo; 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): $ ! ` t C� S •+ D O Scope of work (please provide detailed information): ��hs V��� vJ2vJ TU w wt c DETAILED BUILDING INFORMMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement ' rT1 3 �sc 151floor 2 2'd floor ?O_ AP Garage carport ■ /i go Deck — covered ■ uncovered ❑ 2-Lk Total square footage 2--(4, 15- 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 $ �-O b • B-a furnace <100k btu thermostat emergency generator fuel type: A electric ❑ gas 2 appliance vent ventilation fan connected to single duct wood/gas stove 1 water heater (electric) other mechanical equipment PLUMBING: / Value of plumbing/gas piping work $ 4 1 b U • °B 3 bathtub (or bath/shower combo) bidet ` clothes washer dishwasher floor drain shower �— lavatory (bathroom sink) sink 4 water closet water heater (gas) 1 lawn sprinkler system gas piping outlets H:\Applications\Porms-Applications 0n Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO., .ATION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...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) ❑... Geotechnical Report ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑...Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance0...Construction/Excavation/Fi11- Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards El...Work In Flood Zone ❑... Storm Drainage 0...Abandon Septic Tank ❑ .. Trench Excavation ❑... Curb Cut ❑ ..Utility Undergrounding 0...Pavement Cut ❑ ..Backflow Prevention - Fire Protection 0...Looped Fire Line Irrigation Domestic Water ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size .55 ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public 0 - or - Private ❑ ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE 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 REFUNDBILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - .'PLICABLE TO ALL PERMITS IN THI;. _'P.LICATION — 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 OW IER- R AUTHORIZED ENT: Signature: / Date: 2.0,/ L Print Name: C/A,/ FA-2--o 0 1. Day Telephone: 0( ) 2 2 (- 7 b b Mailing Address: 4WD D L 4--(4..0 54. $p• #3 11'1<-t14,4b go 33 City State Zip H:\Applications\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 NAME BW ' 6 . 'i- IS t2k) i i b PERMIT # II Li —Oi1, samicisterrx If you do not provi 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 — / U// i—/s-r i,,t Water/Sewer/Surface Water ` /Ov v/2.00 J Road/Parking/Access / A. Total Improvements 35-6o 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) $ `i 7 (4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards 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 lsr 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 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 5-0 (1+4+5) $ 337 -� 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 CORRECTION OCT 27 2014 Approved 09.25E 2TR# PERMIT CENTER Last Revised 01/01/14 �► BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma ad ust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (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 Issuance/Inspection 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 lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the ls` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or rnore $919.00 for 1st 100,000 CY plus S36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (7) (8) (9) ~' BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary' Refer to the Water Meter Fees in Bulletin Al Total A through E 11. 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 t/O /3" H. Transportation Mitigation I. Other Fees $ Total A through " �0/388 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) 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 01.01.2014-12.3i20i4 Total Fee 0.75 $625 ,$6005 $6630 1 $1125 `'--'--_ �,-, 315,012.50 $16,137.50 1.5 $2425 , ,.- � 30,025 $32,450 2 $2825 / ' $4 ;04 /'' $50,865 3 $4425 / / $96,08 $100,505 4 $7825/ / $150,125 $157,950 6 $12 _5 / $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 • Temporary Meter 0.75" $300 ?5" $1,500 3 cDein Cash Register Receipt City of Tukwila Receipt Number R4391 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $36,647.59 D14-0276 Address: 3728 SOUTHCENTER BLVD Apn: 0043000197 $7,693.56 DEVELOPMENT $3,037.60 PERMIT FEE R000.322.100.00.00 0.00 $3,033.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,598.00 FIRE R304.345.852.00.00 0.00 $1,200.00 PARK R104.345.851.00.00 0.00 $1, 398.00 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 $1,438.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $178.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $178.08 D14-0279 Address: 3734 SOUTHCENTER BLVD Apn: 0043000197 $7,112.19 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 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 $1,463.88 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $100.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $100.00 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 1 of 3 rfSYSTEMS Cash Register Receipt City of Tukwila Receipt Number, DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $36,647.59 D14-0279 Address: 3734 SOUTHCENTER BLVD Apn: 0043000197 $7,112.19 TECHNOLOGY FEE $161.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $161.71 D14-0280 Address: 3732 SOUTHCENTER BLVD Apn: 0043000197 $7,191.36 DEVELOPMENT $2,748.60 PERMIT FEE R000.322.100.00.00 0.00 $2,744.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 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 $1,488.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $112.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $112.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $164.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $164.88 D14-0281 Address: 3730 SOUTHCENTER BLVD Apn: 0043000197 $7,234.84 DEVELOPMENT ' $2,765.60 PERMIT FEE R000.322.100.00.00 0.00 $2,761.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 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 $1,513.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 2 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $36,647.59. D14-0281 Address: 3730 SOUTHCENTER BLVD Apn: 0043000197 $7,234.84 PUBLIC WORKS $1,513.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $125.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $125.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $166.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.36 D14-0282 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $7,415.64 DEVELOPMENT $2,986.60 PERMIT FEE R000.322.100.00.00 0.00 $2,982.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 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 $1,463.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $100.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $100.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $176.16 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R4391 $176.16 $36,647.59 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 3 of 3 orSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $1,971.52 D14-0276 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $1,971.52 DEVELOPMENT $1,971.52 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2905 R000.345.830.00.00 0.00 $1,971.52 $1,971.52 Date Paid: Wednesday, August 20, 2014 Paid By: SAIVOOSH PAZOOKI Pay Method: CHECK 9773 Printed: Wednesday, August 20, 2014 12:01 PM 1 of 1 IrSYSTEMS 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 PQiect: �L, t jGu=� t4tIli Kit Tye of Inspection, aiMi6 t�i,✓4 t. Address: 372 j i 4 Date Called: Special Instructions: UN rr b Date Wanted:` 3/N/ 7 �ri� .. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. cAf COMMENTS: Inspector: ADAym Date: ly 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: Blvd -MIW h v2S Type of Inspection: ill t�hf� t'!4-/ Address: 517, g 6 twt vYgiit ate Called 3l LI 1 Special Instructions: Date Wanted:. 3 /3 j i i a.m. p.m. Requester: hiv' ✓ Pl�i%€7 -1 Phone. No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: Inspector: �44,w,j'��tiww;a— Date: 3 /3 %I REINSBCTION 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 Permit Inspection Request Line (206) 438-9350 DIL_ti)44 (206) 431-3670 Project: PAv tQ ) t�wM litraPS Type of Inspection: Lam /,.summit Address: 31 z % Sinfij4 l-6v Fla Date Called: 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: C Approved per applicable codes. D Corrections required prior to approval. COMMENTS: r kaij, it r'vnA oveA% vl bi" v► rll . Phu.,t -J f- pit**i/pe r,114 b Sr 4/7Z?Y7 Pe, S hAitS t-1 aver a' 2 r "frets ► o d try ka.e. zi,voi up mi ti replanted r s tAhrefe moi «-i i s' i re 5Y-Me,f ll te_ ten' 414 ref 'me pgairi iv14zt1e % s4-tl1 ki,we w r+ /jd2 Hoc. Inspector: � 14/4444 Date: REHVSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIO NSPECTION RECORD Retain a copy with permit Dj 0 2 7A P RIAT N0% CITY OF TUKWILA BUILDING 9 6300 Southcenter Blvd., #100, Tukwila. WA 98188 '05 3 Permit Inspection Request Line (206) 438-9350 1t-(fiJ(�af�L�s r Project: -�-o WA, 4 OC,If Type of Inspection: , l/ e,t, r ( 1 ' .� A dress: 374 s0 utfh C fr j31Vc Date Called: Special Instructions: Date Wanted: 1z-z%7-IGj �` i�"a. m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. OMMENTS: r lutfv„oc:\--(6frk weets"k" Inspector: Dat7� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit boy -D274 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 \ti Project: I�OULE✓Ara TikJA -Ioryn S Type of Inspe tion: L4T14 f �J(ciitil Address: S720 Sot JrNCe-A)2 &.✓D Date Called: Special Instructions: VNJ L) u L1- `0z4 / jlj,c- Al /'o Date Wan d: 2G /) 7/ f!0 /:?' .. Reques r: Phone No: nApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector/ Date: REINSPECTION FEE REQUIRED. Prior to next inspectidn, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS CTION NO. 0z7,C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ` dW i� Type of Insp ,ctio n:6�L_ We ff Suj 3 I Addres_s; 0 tK �lr 131 61 Date Called. P Special Inst uctions: Dat WWaant�: i.� a.m. p.m. Requester: Phone No: IXIAppr-oved per applicable codes. 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 NSPECTION 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 xv\ Pro'ect: ` c) 14oc45 Type of Inspection:c F req.ram( I Address:/7.7 2 t 5-00' L C b'. `d Date Called: P Special Instructions: /� Date Want d: b ' �� a.m. p.m. Requester:v Ph e! N 20( _7:?j - 7001 Approved per applicable codes. Ll Corrections required prior to approval. COMMENTS: Date: /#4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. to INSPECTION RECORD Retain a copy with permit PECTION 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 P o'ect: ((� Type of Inspectign: Address: '5774 jotA f'�t Or 6 (4 Date Calle : tk It Special Instructions::Date t� �p V c (r Gist;k ( ro C.krat c Et* SI ti4 y .P Wan ed: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r,,,t,„(0,,,, ot- . ef-o vidv_. c, 0 # cisie e-occ_b( et,50/ .0.7 Laqii C it N(o G f 4 k ids Ci s t--u(4-0 slf(c--(7-4,c_r 1 J G(Gl tC ut fro v !%- Gee ` v°- 6- otbave ti P/f- 6 doovL4/cW ieN ' lr [0:offot, eefc/ 1 d foC @4 6 fr(( S (tk4 /7 cc Ara() 4i tr1 (0 5j r s eel- ct6tc 1 Q FE fitt_ k kr •gp ga7.9 Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 re- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 I INSPECTION RECORD Retain a copy with permit IN TTION NO. ,6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 PfoJ�ec u kact,c� --fftt' TYPye, �InspQction• t ((u,kil0 r Address: �� �.4q a,, 6 /` Date Call gA Special Instructions: /� / 1 Date W me "� 7 // t,�/ a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: n REINSPECT! ' N 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 CTION 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 p/ y-o 0-76 Project: lb ww ko Type f Inspection: A° li --- 11N 6 Address: - L/Li,p .�� 6/*r 172b l`Qkr�1v ate Cal d: Special Instructions: Date,V�aoted_ �� [( JJ a.m. p.m. Requester: Phone No: riApproved per applicable codes. OCorrections required prior to approval. COMMENTS: t f(51 It---TAA LAI) or , fro (,/ , 0 F AtC , T / 4 ` e -- r r C4(('r ve,,(frxr- e c 03h Inspector: Date: , @ n 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 pi t-/-074 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D i,(.G�( Project: IOLV/ft tt6t -e-S- Type of Inspection: `' 0(Ceih --,t -eReCti 0 u/-cfr Urvd Date :37 (tD Special Instructions: /"I Date Want / 6 `- — ( a.m. p.m. Req ster: ( Phoge N6 - L '" z4 // 7 Approved per applicable codes. a Corrections required prior to approval. 0 MENTS: Inspector: Date: _/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 tre INSPECTION RECORD Retain a copy with permit p ``f 02-7,t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project: p f Type f Inspection: Address: 37 4 f f-k- Cfr. 5 (Voluc_.ur Date Calle.: Special Instructions: AA g t7[ per /Oft�"r l Date Wanted: �_f p.m. a.m.CGtS Requester: Pho a No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: P/9 Inspector: Date: REINSPECTI©N 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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P(b Wi/(. koiA e, TYPe gf 1" 7c{tii7: 5 / e � (i--"l (� Ad r s D �D �0�+ cz V71 D e Cal " Special Instructions: Date Wantedd a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. MENTS: 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 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -fit) uti o . e, Type of Ins ctio vo6-r 1 imp ei Address: 3%vB 'bulk C- f3/Vr Date Called: `/ Special Instructions: Date Wanted: . L(� ` a.m. p.m. Requester: Phone No: a. ---Approved per applicable codes. LJ 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 rpm CTION 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 Pro3 i �' TypeegfPInn�sypection: , Address: 37 l era Date Called: j, Special Instructions: /�� Date Wanted: / "(Jl� a.m. p.m. Requ ster: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee miist be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, INSPECTION RECORD Retain a copy with permit PECTIP" 0. J(c/ o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350i th /( J I r�9 Project: f _ IM 1 o L)j'I mot-- Type or�f nsp tion: ,per r o' J "`L (i— Address: 3-774 soafitciv L (t4d #- Pate Called: Special Instructions: fpA Date VLlantedQ L� vl® (� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r WOW' i cr v v tS. ` try' (Q ( P 1, (VS1--cd(et_izs ,P1 (, ^ 04 ��1t.. / J & rlle= ' i,! r - ° 9 � c� C( v re��s e- c°� Inspector: Date: I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, / J7/ I1/4k$PEC.TION NO. INSPECTION RECORD U Retain a copy with permit nit/ f (�� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje / /✓ t 4;tatek 9/2 f tiff,/"'o a4 Type of Inspec i n: L4r4 p$'L1 Address: 372F SO/dCer�� l- (� e Wit. 7 `T Special Instructions: eQe Date Wanted: ..2a7i 44 : m • Requester: /// Phone No: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ali /— n./ inspector: Date:, v 6 it‘ 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: � � a kAirC G' d la -Li 01.4 tQ Type of Inspection: &yes t..t lit ard Address: 3-7n se-v-f-kek, igtvoi D to Calte Special Instructions: /) M ,,g 1 1 Date � Wanted: / — (p a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: port)/ 04(( y)P) (*.• cc-€.5 f—of Rfr, iteved Inspector: r_c" M Vilks e-e_cx(0 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (co DI`f-C27, 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 INSPECTION RECORD Retain a copy with permit ,P� eject: / //mezf T of Insp ctio Addre s: t Call d: b 119 Special Instructions: l ,�L',//-4,,,,,_ ipt4 „ ,, 1 Date Wanted: n � /J' i.m. Requester: Phone No: pproved per applicable codes.Corrections required prior to approval. COMMENTS: Pe,r4 1i;az A olfi�- IYd cAY� Inspector: / Jq4 - Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Retain a copy with permit INSPECTION RECORD ram CTION NO. PERMIT NO. DIL-a2-76 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ect: 6 e-f �i G �l Type of Inspection: C� rci,Uri.k SaCteW Address: j 4 �"�,/ �y f , / . Date C d: Special Instructions: e�Ar�� ``'�IIYY 5T P l,,` ( L/4 t ( E( r Date Wanteed: �� ( if� a.m. p.m. : Requester: Phone No: 4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: "r 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 INSPE •N NO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: TVwik.kaWs Type of Inspection: Co-e,-lab Address * 61 ✓ ® G(Chr Date Called: Special Instructions: Date Wanted; "1 C ` a.m. p.m. Reques`Cer: 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. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit N CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 .1)01— Prig 0 Type of Inspection: t r (Ai Address: ';775g r6,A2E-i—c-fr 6( Id Date Called: 'Special Instructions: /4-41 Date Wanted: r -2-t - 0- a.m. p.m. Requester: Phone No: Approved per applicable codes. LJCorrections required prior to approval, 0 MENTS: 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 PECTION 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: 7-0(4044- 60 &,-&e.. Type of Inspection: a. rt) tik-Ws)( Pitt Address: 7577-5 ci,Aikctir Date Called: Special Instructions: 4794 DateManted:„ 1 —2-'S — (5— a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: TirbtitAt 0,,kdd9 Inspector: r Datir(_ .24 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 pry-01-76 PrcijAct: 'Type of Inspectlip:, (4.74il Address: 3724 SoLoyA. Cfr ghl Date Called: Special Instructions: urte f, Date nted:2. — a,..m. 'Requester: Pitone No: pproved per applicable codes. El Corrections required prior to approval. COMMENTS: F Matey Li' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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. Freal e. 1 5 / MY--' Type of Inspection- Address: 7 2?? ir , 6 ( 3-To a t/4/ Date Called : Special Instructions: e al Date W ted: --(k) - IS - a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date:3 (6, (s_ ri 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 P/V- 0 2-76 Psject: TO Lak ci,vei- Type ofI pectin: 'Address: 3-7n ro cfr g(tie Date Called: Special Instructions: h_..4,1 Date Wanted: 3-f ( -(1" a.m. P.m. Requester: ket t") e vc-1 Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: ((Ed re..., Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 02-76 INSPECTION RECORD Retain 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 Pt-I-0415 Project: i i Typeipf Inspection: .ht v e — CO A I 1 Address: 37 2.-/g Orr gi lid Date Called: 'Special Instructions: 441 Date Warned: 7— —(f,- I 5- Lot, P.m. Requester: Phone No: EiApproved per applicable codes. ElCorrections required prior to approval. Co MENTS: inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. 2- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )1 - - 62 :/. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: pl-&>< b AioiT( 3 2-$ S_G. gi_✓,a Type of Inspection: Cif fl o✓ fr-/— F 2 Find/I"?-- Address: Suite #: 37 j S,% id 6 Contact Person: Avt t (L Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: s Piz, N ltb--rz_ Fig -- /elpf & '( g e-1- 12--MQ C- , S e-c I. - f v ion vt- () -r4- t-eet-As ; 40/ 7-.5• o Srd* 0-014- LE-6 le -- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ?ice Date: lZ /2_?4, Hrs.: 1 $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 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /6-S-DS_s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 110 (A I R U J 1 ovuo /v e,te'S Type of Inspection: Type Coin / / t\r'D Address: 2 D g i Suite #: `" L 0 t, It"- Contact Person:/ Special Instructions: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: AL-t4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ;ftA Date: &% a / %e Hrs.: 1 - S $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: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 NOTE: Energy ---> credit (EC) Unlimited options may affect element values footnote a footnote b footnote c Targ Valu' Propo Valu % floor area 2012 Washington State Energy Code i IECC O N RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name 12.;t.. .t. i ; .) (,1 i.1 , select applicable item from options given or fill in blank New Conditioned sq. ft.= 2 U Job type: New Building ►. Addition 0 Remodel 0 Total number of Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 bedrooms in building: _ ____ Heating fuel: Gas / Oil 0 Electric j Propane 0 Other: Heating system: Forced Air 0 Room Heaters ❑ Radiant 0 Hydronic 0 Heat Pump ❑ Existing System 0 Other: Location of Heating Equipment Size (pg.4) Btuh / KW choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > Prescriptive compliance: Zone 4 Marine (wood framed buildings) R402.1.1 Below Grade Walls° Openingsa U-Values Ceiling insulation Vertical Overhead attic vaultedb 0.30 0.50 R-49 or 1 R-38 R-38 ADV Wallsa Above Grade R-21 Int. 19uR4 interior 1 exterior R-21 Int .wr 1 R-10 thermal break 1 Floors R-30 dff R-38 EC op 0.28 0.50 � rill 0.25 0.50 on 0.22 0.50 R-49 ADV R-49 R21+R12ci R21+R12ci rill R21+R4ci R21+R5ci openings Tncr des all windows and doors. Intermediate framing requires headers to be insulated. applicable only to single joist or rafter cavity, not scissor trusses R 21 equivalent may be R-15 interior rigid continuous insulation (0),OR R-13 batt interior with R-5 rigid continuous insulation (ci). • EC option lb EC option 1c R-38 R-38 Slab on grade R-10 R-10 Full R-10 Full R10Full ❑ et Vs sed U-Factor / Total UA Equivatent compliance (complete sneaks ., d;;u .4 ;V; ,.�netem. ..,--, Openings U-value Ceiling Insulation Walls Below Grade Walls Floorvo Ec�' Slab on Vertical Overhead attic vaulted Above Grade interior exterior % floor area 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 VGA OF G 1)(' W AUG1 2 0 2014 ILA '-�IVIIT C HOLE HOUSE VENTILATION SYSTEMS Check the "whole house ventilation system" that will be BITER VW whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6 0 whole house ventilation integrated with a forced -air system (FORM # VIAQ 3): IMC Section 403.8.7 0 whole house ventilation using a supply fan (FORM # VIAQ 4) IMC Section 403.8.8 0 whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5): IMC Section 403.8.9 0 Engineered "whole house ventilation �ssystem"designed in compliance with IMC Section 403.8,10 LOCATION OF WHOLE HOUSE FAN v i 1 Oil Mc:. SIZE: 1 cfm check box if fan is connected to 24-hr timer to operate f. hrs / day (see pg. 5) (if box not checked, fan specified to run continuously) Fan sone < .0 or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402,4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Blower door test (g50 Pa max. rate:(Bldg Vol (ft3)x 5 ACH) / 60 min.= l.it01 cfm Energy Credit Options 2 limits max ACH flic4- (4 AIR LEAKAGE it)6 014 VIA Residential Construction Energy Compliance: Building heat toss calculations / Total UA Equivalent compliance Use common U-Values from Appendix Ain WAC chapter 51-11C (listed on pg 6) or ASHRAE Handbook of Fundamentals Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3.5. Below Grade Wall Slab Below Grade \A Mulitiple slab / below '(provide additional shee average PROPOSED CODE ALLOWABLE Framing type? ...__.�_ A,v, /Int value* U-Value" Area UA �.�' i 01 -j . tJ 1 ..t t. L cj.• 1)0 .07A- r1 0 .'.',,5?..,:, Pi; .0;1 i,V <' tto.0 :le (length) alas (0-2 ft) .5 ft length s (2-3.5 ft) •7 ft length s (3.5-7 ft) .7 ft length ►alls (>7 ft) Trade walls to document t tj '9ft. l." 4 a F f value= ft. f value= ft. f value= ft. calculation of Total ��j er. r. l average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: 15% fir area actual area U-Value Area UA 0.026 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft 0,038 0.430 ft 0.038 Total CI option la: reduce 5% {[]option 1b: reduce 15% (option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. indoor Design Temperature Outdoor Design Temp Ta and Design Temperature Difference = (indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) ={ 70 { - 4'. City: (Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on a e 5 I l'ut(muk Average floor height = Conditioned Volume (floor area X average floor height) Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Alr Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = Minimum Heating Equipment Output ftuildina Design Heat Load x 1.15 or 1.0 ( )_ t16 other fuels Ote electric Btu / Hour L Convert Btu /hr to electric KW: Btu + 3413 Btu / Hour Btu / Hour Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment Output X 1.50 = Btu / Hour ft. KW KW KW KW KW r. ci'-��i .. t. *}i" til.: •.. rot':';i:: i{4+'' • U {}:: ;tii�' .,{Tr. 1.�`N:".`:: ri 2012 Washington State Energy Code / IECC Re- 0 RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name rt1'tl • .-pow rautif °kit select applicable item from options given or ftll in blank New Conditioned sq. ft.= / 6 • it ` Job type: New Building il Addition 0 Remodel 0 Total number of AI_Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 bedrooms in building: AI_ Heating fuel: Gas / Oil 0 Electric 0 Propane 0 Other: Heating system: Forced Air 0 Room Heaters 0 Radiant 0 Hydronic [] Heat Pump ❑ Existing System 0 Other: Location of Heating Equipment Size (pg.4) choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > 1" Z4ne 4 Marine (wood framed buildings) R402.1.1 ► NOTE: Energy credit (EC) options may affect element values Btuh I KW PrescriptlVe Cc�anp isr1C@. Openingsa U-Values Ceiling insulation Wallsa Below Grade Wails° Floors Stab on grade % floor area Vertical Overhead attic vauttedb Above Grade interior exterior Unlimited 0.30 0.50 R-49 or R-38 ADV R_38 R-21 lnt. R-21 Ibeeaknt.wi thermal break R-10 R-30 R-10 0.50 "" "" "" "" "" R-38 R-10 Full EC option la 0.28 EC option 1b 0.25 0.50 "" "" R21+R4oi R21+R5ci "" R-38 R-10 Full EC option lc 0.22 0.50 R-49 ADV R-49 R21 +R12ci R21+R12ci "" R-38 R-10 Full s headers to be insulated footnote a openings includes all windows and doors. intermediate mong rBquue footnote b applicable only to single Joist or rafter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous Insulation (ci),OR R-13 bait interior with R-5 rigid continuous insulation (ca). Target Values Proposed Values 3 and 4 for compliance) U-ri161.6Di / I IJLQI yA tVutaa,*ca.v.al. vv•,,C r,.••...__ .--- r•--- Openings U-value Ceiling insulation Walls Below Grade Wails Floors Stab on grade %floorarea Vertical Overhead attic vaulted Above Grade interior exterior 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 0.029 0.54 WHOLE HOUSE VENTILATION SYSTEMS 1 Check the "whole house ventilation system" that will be used DI whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.E O whole house ventilation integrated with a forced -air system (FORM # VIAQ 3): IMC Section 403.8.7 ❑ whole house ventilation using a supply fan (FORM # VIAQ 4) IMC Section 403.8.8 O whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5): 'MC Section 403.8.9 [] Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 t„1 � t ut i`( '\, c. SIZE: cfm 0,check box if fan is connected to 24-hr timer to operate ill hrs / day (see pg. 5) (if box not checked, fan specified to run continuously) Fan sone <.0 or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 6 air changes per hour (ACH) Blower door test @50 Pa max. rate:(81dg Vol (ft3)x 5 ACH) i 60 min.= (4_d1 cfm Energy Credit Options 2 limits max ACH LOCATION OF WHOLE HOUSE FAN I AIR LEAKAGE 1 ci.13 61liey Matt- � b. Pal) et70 Residential Construction Energy Compliance: Building heat loss calculations / Total UA Equivalent compliance Use common U-Values from Appendix A in WAC chapter 51-11C (listed on pg 6) or ASHRAE Handbook of Fundamentals InciY%tinn average PROPOSED CODE ALLOWABLE Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3.5 Below Grade Wall Slab Below Grade Vti Mulltiple slab / below "(provide additional sheet average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA Framing type? AdvlSld/Int value* U-Value" Area UA Sic.. J6 , o9-A. /i, 1 -,.i . , z Y J {} , V'TI i�{(.�J�yC� ry( /� I V i Fr {j�'� (I I` I "r ie (length) Ils (0-2 ft) .5 ft length s (2-3.5 ft) •7 ft length s (3.5-7 ft) .7 ft length falls (>7 ft) 3rade walls to document Y t; t. ,-t- le", 4'(6. 9.. 9.. ft. 44= Z t - f value= ft. '.f value= ft. ` f value= ft. calculation of Total I 9.)t-i, ` value: 15% fir area actual area { U-Value Area UA 0.026 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft 0.038 0.430 ft. 0.038 Total option la: reduce 5% Doption lb: reduce 15% °option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp Townshland I Design Temperature Difference (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) Conditioned Volume (floor area X average floor height) Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = Minimum Heating Equipment Output 3uildina Design Heat Load x 1.15 or 1.0 ( 70 4 City: '(Use 22 for Design default if outdoor design temperature is not known) recommended outdoor design temperatures shown Average floor height = other fuels ft. electric Btu 1 Hour FT----1 1. KW Convert Btu / hr to electric KW Btu = 3413 1„4't i Btu / Hour Btu / Hour Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment OutputX 1.50 = Btu 1 Hour r1 f I t6,o-) I KW KW KW KW 14: Addition 0 Remodel 0 Accessory Bldg 0 Duplex 0 Electric IA Propane 0 k i 87¢ wit( (VA t tf .s1M 1:. (871-; i831 Total number of bedrooms in building: Other: Room Heaters 0 Radiant 0 Hydronic ❑ Existing System 0 Other: Location of Heating Equipment Size (pg.4) choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > NOTE: Energy --- credit (EC) options may affect element values footnote a footnote b footnote c • Zone A. Marine (woad framed buildings) R402.1.1 Btuh / KW rrUac.ri}UVC 3 'J•aarauaaa avc•. Openingsa U-Values Ceiling Insulation Wallsa . Below Grade Walls` Floors Slab on grade %floorarea Vertical Overhead attic vaultedb Above Grade interior exterior Unlimited 0.30 0.50 R-49 or R-38 ADV R-38 R-21 int. R-21 Int.wr thermal break R-10 R-30 R-10 EC option 1a 0.28 0.50 "" — n" "n VIP R-38 R-10 Full EC option 1b 0.25 0.50 "" °" R21+R4ci R21+R5ci "" R-38 R-10 Full EC option lc 0.22 . 0.50 . R-49 ADV R-49 R21+R12ci R21+R12ci "" R-38 R-10 Full headers to be insulated Target Values Proposed Values 2012 Washington State Energy Code / IECC 0 RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM 14o4t ( 822 Applicant's name 13r.)(.U..U. 1J,' l4 t, ¶4 tiff i' select applicable item from options given or hill in blank New Conditioned sq. ft.= t Job type: New Building Occupancy: Single Family 0 Heating fuel: Gas / Oil 0 Heating system: Forced Air ❑ Heat Pump 0 It openings includes all windows and doors. Intermediate t among requires applicable only to single joist or rafter cavity, not scissor trusses R-21 equivalent may be R-15 interior rigid continuous insulation (a), OR R-13 batt interior with R-5 rigid continuous insulation (ci). U-Factor 1 Total UA tquivalern cQTIIpi mu i . (co riptem :i11GGto ../ allV -r ,�, ,.+..•,,,r^�^""1 Openings U-value Ceiling Insulation Walls Below Grade Walls Floors Slab on grade % floor area Vertical Overhead attic vaulted Above Grade interior exterior 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 0.029 0.54 WHOLE HOUSE VENTILATION SYSTEMS ( Check the "whole house ventilation system" that will be used Ef whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6 0 whole house ventilation integrated with a forced -air system (FORM # VIAQ 3): iMC Section 403.8.7 0 whole house ventilation using a supply fan (FORM # VIAQ 4) IMC Section 403.8.8 0 whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5): IMC Section 403.8.9 ❑ Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 LOCATION OF WHOLE HOUSE FAN Ut Utli "tMV. SIZE: r cfm %check box if fan is connected to 24-hr timer to operate 111 hrs / day (see pg. 5) (if box not checked, fan specified to run continuously) Fan sone < ILO or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Blower door test @50 Pa max. rate:(Bldg Vol (ft3)x 5 ACH) / 60 min = i ltp1 cfm Energy Credit Options 2 limits max ACH AIR LEAKAGE 1 itM6 at qIK Residential Construction Energy Compliance: Building heat loss calculations / Total UA Equivalent compliance Use common U-Values from Appendix A in WAC chapter 51-11C (listed on pg 6) or ASHRAE Handbook of Fundamentals Instilbtion averse PROPOSED CODE ALLOWABLE UA Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3.5 Below Grade Wai Slab Below Grade Mulltiple slab / below *(provide additional shee average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: Freming type? ad„ r sid not value* U-Value* Area UA 4t. 4 y . c Gil 't.iit 'Lf•4,,' y : rr 1+ rr {f,` .g r el.t '�+% �i r .<:EE isf' ie (length) ails (0-2 ft) .5 ft length s (2-3.5 ft) -7 ft length s (3.5-7 ft) .7 ft length falls (>7 ft) grade walls to document t • GI LO #eft. f value= ft. f value= fl- f value ft. calculation of Total 3 I. 5% fir area actual area { U-Value Area 0.026 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft. 0.038 0.430 ft. 0.038 Total I 0 option la: reduce 5% ['option lb: reduce 15% option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp r � end Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) Conditioned Volume (floor area X average floor height Sum of UA (heat Toss of bldg) Envelope Heat Load Sum of UR X Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = Minimum Heating Equipment Output Buiidina Peskin Heat Load x 1.15 or 1.0 ( )= 70 City: I (Use 22 for Design default if outdoor design temperature is not known) recommended outdoor design temperatures shown on • a • e 5 Average floor height = other fuels Btu / Hour ft. electric Convert Btu /hr to electric KW: Btu + 3413 Stu / Hour 1 S+ ,,9-1 f Use 1.15 if ducts are located in unconditioned space: Building Design Heat Loa Btu 1 Hour Btu / Hour X1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment outputX 1.50 KW KW KW KW _� rl' k6 )Btu / Hour I 1 o. 1 KW s.i �1 .,;?t...?`ca ti>. }} ' v ' 'i (i ,' ' ;?; i.h �- 4 .`_ t. i'i 1 ..r > i . Residential Construction Energy Compliance: . ENERGY CREDIT OPTION DESCRIPTIONS:Choose option(s) for total points equal to minimum required for building size: Addtn sq.ft.< 750 or Bldg sq.ft.< 1500= 0.5 pt.; sq.ft.> 5000= 2.5 pts.; all others= 1.5 pts. J la (0.5 pt) Efficient Building Envelope la: Table R402.1.1 Prescriptive compliance with openings U = 0.28, floor R-38, slabs R-10 perimeter and under entire slab, OR Total UA Equivalent compliance Target UA reduced by 5% (0.5 pt) J 1b (1.0 pt) Efficient Building Envelope lb: Table R402.1.1 Prescriptive compliance with openings U = 0.25, wall R-21 plus R-4, floor R-38, slabs R-10 perimeter and under entire slab with below grade walls R-21 plus R-5 c.i., OR Total UA Equivalent compliance with Target UA reduced by 15%. (1.0 pt) ,,,,I 1c (2.0 pts) Efficient Building Envelope lc: Table R402.1.1 Prescriptive compliance with openings U = 0.22, walls R-21 plus R-12 c.i., floor R-38, slabs R-10 perimeter and under entire slab, and R-49 advanced frame ceilings and vaulted areas, OR Total UA Equivalent compliance with Target UA reduced by 30%. (2.0 pts) J 2a (0.5 pt) Air leakage Control and Efficient Ventilation 2a: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 4.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with high efficiency fan not interlocked with furnace ventilation system. (0.5 pt) J 2b (1.0 pt) Air leakage Control and Efficient Ventilation 2b: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 2.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.70. (1.0 pt) J 2c (1.5 pts) Air leakage Control and Efficient Ventilation2c: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 1.5 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.85. (1.5 pts) J 3a (0.5 pt) High Efficiency HVAC Equipment 3a: Gas, propane, or oil -fired fumace or boiler with minimum AFUE of 95% Plans shall specify heating equipment type, size, and minimum efficiency. (0.5 pt) J 3b (1.0 pt) High Efficiency HVAC Equipment 3b: Air -source heat pump with minimum HSPF of 8.5. Plans shall specify heating equipment type, size, and minimum efficiency. (1.0 pt) _-F 3c (2.0 pts) High Efficiency HVAC Equipment 3c: Closed -loop ground source heat pump with minimum COP of 3.3 OR open -loop water source heat pump with COP of 3.6. Plans shall specify heating equipment type, size, and minimum efficiency. (2.0 pts) J 3d (1.0 pt) High Efficiency HVAC Equipment 3d: Where primary space heating system is zonal electric heating, a ductless heat pump system shall be installed to provide heating to at least one zone. (1.0 pt) .3 4 (1.0 pt) High Efficiency HVAC Distribution: All heating and cooling components installed inside conditioned space. All combustion equipment shall be direct vent or sealed combustion. No system components installed in crawlspace. No electric resistance heat permitted. Direct combustion heating equipment with AFUE >80%. Plans shall show equipment type and location of all equipment and ductwork. (1.0 pt) .J 6a (0.5 pt) ,Efficient Water Heating 5a: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested 5b (1.5 pts) Efficient Water Heating 5b: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating will provide rated minimum savings of 85 therms or 2000 kWh bsed on Solar rating and Certification Corp (SRCC) Annual Performance of OG-300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with EF > 2.0. OR Water heated by ground source heat pump with COP >3.3 (1.5 pts) J 6 (0.5 - 3 pts' Renewable Electric Energy: for each 1200 kWh of electrical generation provided annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: = Solar electric systems: design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculator PVWATTs. Solar access documentation to be included. = Wind generation projects: design shalt document annual power generation based on the following factors: wind turbine power curve, average annual wind speed at the site, frequency distribution of the wind speed at the site and the height of the tower. Residential Construction Energy Compliance: Recommended Outdoor Design Temperatures 24 j 11 s 2'1 �4•t 24 i 24 l'\1\t (HCI' )It S. t i) lh1\S,(tit \t�. 1' 1' 1{+ 2f11Y 20 !u 1 16 • 23 2.,. I ti . I t ) 4) lit 1 tt 2-4 2.4 ` 1t+ 14 ! 10 16 `.. 24' 1. 21 ( 4b vt t.i.i •Y'l h+e( 1(tt)U14 40 v(t.v 41 %fl 441i! 8 i r.+ VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS Whole House Ventilation fan(s) shall be sized according to International Residential Code section M1507.3.3. * Continuously operating exhaust ventilation systems shall provide minimum flows per Table M1507.3.3(1). * Intermittently operating ventilation systems shall have the minimum flows from Table M1507.3.3(1) adjusted by the ventilation rate multiplier value in Table M1507.3.3(2) according to the formula Qf = Qr X Ef 2012 International Residential Code Table M1507.3.3(1) (continuously operating systems) MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr Number of Bedrooms Floor Area (sq.ft.) — 0 1 2 3 4 5 6 7 >7 0 1500 1501 to 3000 3001 to 4500 4501 to 6000 6001 to 7500 > 7501 30 30 45 45 6 60 75 75 90 45 45 60 60 75 75 90 90 105 60 60 75 75 90 105 105 120 75 75 90 90 105 105 120 120 135 90 90 105 105 120 120 135 135 150 105 105 120 120 135 . 135 150 150 165 2012 International Residential Code Table M1507.3. enter "x" for time ON INTERMITTENT WHOLE -HOUSE VENTILATION RATE FACTORS (E) Specified Fan cfm Run-time % in each 4-hour segment Rate Multiplier Factor Min. Fan Size cfm ❑ 25% ( 1 hr every 4 hrs; 6 hrs / day) 4 ❑ 33% ( 1 hr 20 min every 4 hrs; 8 hrs / day) 3 ■ 50% (2 hrs every 4 hrs; 12 hrs / day) 2 ■ 66% (2 hrs 40 min every 4 hrs; 16 hrs / day) 1.5 ■ 75% ( 3 hrs every 4 hrs; 18 hrs / day) 1.3 7.4 100% (continuously operating) 1.0 { e''R • 96 Z Dario A Residential Construction Energy Compliance: . AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1 COMPONENT CRITERIAa ,, Air barrier and therms( barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Cavity insulation installation - All cavities in the thermal envelope shall be filled with insulation. The density of the insulation shall be at the manufacturers' product recommendation and said density shall be maintained for all volume of each cavity. Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in the cavity due to services, blocking, bracing or other obstruction exists, the batt product will be cut to fit the remaining depth of the cavity. Where the batt is cut around obstructions, loose fill insulation shall be placed to fill any surface or concealed voids, and at the manufacturers' specified density. Where faced bait is used, the installation tabs must be stapled to the face of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs. Insulation that upon installation readily conforms to available space shall be installed filling the entire cavity and within the manufacturers' density recommendation. Ceiling/attic Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier sealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. Batt insulation installed in attic roof assemblies may be compressed at exterior wall lines to allow for required attic ventilation. Walls, Windows, skylights and doors Comers and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and top of exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists shall be insulated and include the air barrier. Floors (including above- garage and cantilevered) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or compression. Narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting e es ed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the Recessed dr Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls. There shall be no voids or gaps or compression where cut to fit. Insulation that readily conforms to available space shall extend behind piping and wiring. Shower and/or tub Exterior walls adjacent to showers or tubs shall be insulated and air barrier installed separating showers and tubs from wall. Electrical/phone box Air barrier shall be installed behind electrical or communication boxes on exterior wall or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. Fireplace An air barrier shall be installed on fireplace walls. 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Lola vI J Dt- 5avi4 Omit tU(► O (/c . 140L, icito 4-S$11)4.:r vc414" GU6t L 6 l 'It ITO 1$/(s& S (1•4 --k-cf• usu., L. 2)1 zegfA. ok./t 1(/& fl l ETA. 1• D at 1- )c 17 -f- o71-$c 4 Q Z- act t,uhttd aut,19 N)D) 1,610 127,0 = 2, =-[86ig f-441-( Zab ' S ?S ' //oi,ft. ''077 K 13 -0865 4 8,-?s' City of Tukwila Alan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 23, 2016 Amir Pazooki Blvd Townhomes LLC 2310 128 Ave SE Bellevue, WA 98005 RE: Request for Application Extension #1 Permit Number D14-0276 Dear Mr. Pazooki, This letter is in response to your written request for an extension to Application Number D14-0276. 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 July 22, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, W Rachelle ipley '01 Permit Technician File: Permit No. D14-0276 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Request of Extension for Boulevard Town Homes Unit D Permit No. D14-0276 December 9, 2016 3726 Southcenter Blvd Tukwila, WA 98188 In Response to your December 1, 2016 letter, I am requesting an extension of permit number D14-0276 for the Boulevard Town Homes Project. The project has been under on -going construction and is in the final stages of completion. However, under unforeseen circumstances we may need extra time to complete this project. Therefore, I would like to request an additional 180 days extension for this project. Please review and let me know if you should have any questions or additional information to process this request. Thank you for your assistance in this matter. Request for Extension # I Current Expiration Date: 11 Extension Request: Approved for / S d days Denied (provide explanation) 1 Signature/Initials Cc: Ali Sadr, Barghausen Consulting Engineers, Inc. Omied Pazooki, Oryan Homes, LLC Respectfully, Amir Pazooki Managing Member Boulevard Town Homes, LLC RECEIVED CITY OF TUKWILA DEC 12 2016 PERMIT CENTER City of Tukwila Department of Community Development 12/1/2016 OMIED PAZOOKI 270 VASHON AVE RENTON, WA 98059 RE: Permit No. D14-0276 BOULEVARD TOWNHOMES UNIT D 3728 SOUTHCENTER BLVD 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 1/22/2017. Based on the above, you are hereby advised to: 1) Ca11 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 1/22/2017, 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 Rachelle Ripley Permit Technician File No: D14-0276 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 71.azaf, To Amce -7© a5 b c tAD2- (Nix - RECEIVED CITY OF TUKWILA MAR 012016 PERMIT CENTER City of Tukwila Department of Community Development December 5, 2014 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Application No. D14-0276 BOULEVARD TOWNHOMES UNIT D Dear OMIED PAZOOKI: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0276 for the work proposed BOULEVARD TOWNHOMES UNIT D at 3728 SOUTHCENTER BLVD has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 02/20/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall Technician D14-0276 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 22, 2014 RE: Reply to Correction letter #1 For Units A-E Building Department: 1. Footing and roof drainage pipes are shown in the plan details. However, the site plan does not show a designed footing or roof -drain discharge system. Provide additional plan details to identify a footing drain and roof water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Provide dimensions and location for the drainage pit or indicate if connected to the storm sewers and coordinated with public works. Please refer to the attached sheet C4 for the roof and footing drain design. 2. Mechanical code note on the coversheet references to 09 mechanical codes. Code references shall refer to current with 2012 codes. This is for information only for future plan submittals to ensure all code notes and designs are current. Ok 3. Footing detail #11 on sheet 14 specifies R-10 insulation and providing a thermal break. Provide more specific information for the thermal break specifying the type of materials and method for installation. Also provide clarification for the handwritten notes "HEATED SITE" or is it "SIDE"? More specified information for the thermal break and installation has been added to the footing detail #11 on sheet 14. It is "HEATED SIDE". 4. Detail #1 on sheet 13 shows the R-10 insulation under the slab. The insulation shall extend to the top of the slab creating a thermal break. One option would be to place a pressure treated 2x at the top of the slab above the upturn of the insulation. Revise detail to provide a thermal break method. A note to Detail #1 on sheet 13 has been added to create a thermal break 5. Provide a method for the party wall construction and inspection sequence where both sides of the party walls are constructed in a way to allow for inspections of each side for shear wall fastening, GYP board fastening, joint fire tapping andRECEIVED inspections for fireblocking. CITY OF TUKWILA CORRECTION LTR# 0)--7(9 OCT 2 7 2014 PERMIT CENTER Notes on sheet 13 have been added to address construction sequence in or for inspections of sheer wall fastening, GYP board fastening, joint fire tapping and fireblocking. 6. I could not find the 1hr-wall rating that is listed in the party wall detail for verification. (STC54-GYP PRODUCTS, TEST #TL77.149). I did find the WP 3370. Provide the source of that detail rating for verification. Please see sheet 13 for proposal section A 7. All documents, each plan sheet including landscape sheets produced by an engineer and/or architect shall be stamped or signed by the design professional of those sheets. Electronic stamp is acceptable. Provide all plan sets with each sheet stamped by the design professional in charge. All sheets that were not stamped and signed are attached and stamped and signed 8. Where the party wall is constructed with a Yz inch airspace, the concern is potential for moisture condensation buildup between those wall cavities. Also the plan does not clearly show a detail for flashing between the two buildings or how the wall and roof gap is flashed or enclosed to prevent moisture intrusion. Provide specifications for preventing of moisture in the cavity spaces. Also, specify proposed type of vapor barrier and perm rating for the exterior walls. (WSEC C104.2.1.1). A note on sheet 13 has been added to use PVA paint on heated side of party walls to stop moisture penetration. The roof at the step in buildings is built with full roof truss support with lower roof up and over. Therefore intrusion from above is not a concern (see elevations). Exterior wall detail on sheet 13 shows 15# felt. See note on sheet 13 for perm rating .1 or less. 9. The code reference for penetrations on the party wall detail indicates section 317. The references for penetrations are in section R302.4. This is also true for other code references shown in foundation anchorage. Revise all notes and code references to comply with current IBC and IRC building codes. The Notes and Code references have been revised. PLANNING DEPARTMENT 1. Several conditions were placed on this project by the Board of Architectural Review (see attached Notice of Decision). The first condition of approval was for the specific type of pattern pavement used to delineate the pedestrian pathway to be determined administratively as part of the construction permit. Please provide information on the treatment that will be used. A different color pavement, texture, and/or pattern should be used to differentiate this area from the rest of the courtyard. Depending on the design of this area, a revision to the public works permit may be necessary. Please refer to sheet C4 for proposed pavement. As required, project proposed to use porous concrete for the access road and delineate the pedestrian pad with colored stamped concrete. The color and pattern have not yet been chosen but will be submitted for administrative approval before installed. 2. Provide information on how lighting within common areas will be maintained at night at uniform levels, per the second condition of the BAR - approved design review. This will be achieved through individual night/day sensors within each unit. The sensors will be independent from one and other but the fixtures will be the same. 3. It appears from floor plan drawings that additional windows have been added to the design of the second story of unit D. Revise the east elevation of unit D (sheet 5 of 14) to show the location and design (i.e. trim, multi -pane details, etc) of the additional windows. A note to the added window has been added to sheet 5. 4. An automatic irrigation system is required to be installed to serve all landscape areas within the Boulevard Townhomes project. Water conservation features such as moisture sensors with automatic rain shut-off devices, automatic timers, pressure regulating devices, back flow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray adjacent property, non -irrigated areas and impervious surfaces. Landscape and irrigation shall be installed and inspected prior to final permit approval. Each unit will have an independent automatic irrigation system with water conservation features to serve the landscape in accordance with the landscape plan. PW DEPARTMENT 1. Infrastructure for the proposed townhomes was submitted under a separate public works permit PW 14-0064. Since each permit stands on its own please submit civil site plan sheet C4 for reference together with May 15, 2014 geo-technical report. As requested sheet C4 has been added to the resubmittal. 2. Provide construction cost estimate for water service from the backflow to the building and from the storm drainage stub to the building. Enter these amounts on page 1 of the attached public works bulletin A-2. As requested, these amounts have been added on PW bulletin A-2 City of Tukwila Department of Community Development October 07, 2014 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Correction Letter # 1 COMBOSFR Permit Application Number D14-0276 BOULEVARD TOWNHOMES UNIT D - 3728 SOUTHCENTER BLVD Dear OMIED PAZOOKI, Jim Haggerton, 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. 1. Footing and roof drainage pipes are shown in the plan details. However the site plan does not show a designed footing or roof -drain discharge system. Provide additional plan details to identify a footing drain and roof water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Provide dimensions and location for the drainage pit or indicate if connected to the storm sewers and coordinated with public works. 2. Mechanical code note on the cover sheet references to 09 mechanical codes. Code references shall refer to current with 2012 codes. This is for information only for future plan submittals to ensure all code notes and design are current. 3. Footing detail #11 on sheet 14 specifies R-10 insulation and providing a thermal break. Provide more specific information for the thermal break specifying the type of materials and method for installation. Also provide clarification for the handwritten notes "HEATED SITE" or is it SIDE? 4. Detail #1 on sheet 13 shows the R-10 insulation under the slab. The insulation shall extend to the top of the slab creating a thermal break. One option would be to place a pressure treated 2x at the top of the slab above the upturn of the insulation. Revise detail to provide a thermal break method. 5. Provide a method for the party wall construction and inspection sequence where both sides of the party walls are constructed in a way to allow for inspections of each side for shear wall fastening, GYP board fastening, joint fire tapping and inspections for fireblocking. 6. I could not find the lhr-wall rating that is listed in the party wall detail for verification. (STC54-GYP PRODUCTS, TEST #TL77.149.) I did find the WP 3370. Provide the source of that detail rating for verification. 7. All documents, each plan sheet including landscape sheets produced by an engineer and/or architect shall be stamped and signed by the design professional of those sheets. Electronic stamp is acceptable. Provide all plan sets with each sheet stamped by the design professional in charge. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 8. Where the party wall is constructed with a'/" air space, the concern is potential for moisture condensation buildup between those wall cavities. Also the plan does not clearly show a detail for flashing between the two buildings or how the wall and roof gap is flashed or enclosed to prevent moisture intrusion. Provide specifications for preventing of moisture in the cavity spaces. Also specify proposed type of vapor barrier and perm rating for the exterior walls. (WSEC C104.2.1.1) 9. The code reference for penetrations on the party wall detail indicates section 317. The references for penetrations are in section R302.4. This is also true for other code references shown in foundation anchorage. Revise all notes and code references to comply with current IBC and IRC building codes. PLANNING DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. 1. Several conditions were placed on this project by the Board of Architectural Review (see attached Notice of Decision). The first condition of approval was for the specific type of patterned pavement used to delineate the pedestrian pathway to be determined administratively as part of the construction permit. Please provide information on the treatment that will be used. A different color pavement, texture, and/or pattern should be used to differentiate this area from the rest of the courtyard. Depending on the design of this area, a revision to the Public Works permit may be necessary. 2. Provide information on how lighting within common areas will be maintained at night at uniform levels, per the second condition of the BAR -approved design review. 3. It appears from floor plan drawings that additional windows have been added to the design of the second story of Unit D. Revise the East Elevation of Unit D (Sheet 5 of 14) to show the location and design (i.e., trim, multi -pane details etc.) of the additional windows. 4. An automatic irrigation system is required to be installed to serve all landscape areas within the Boulevard Townhomes project. Water conservation features such as moisture sensors with automatic rain shut-off devices, automatic timers, pressure regulating devices, backflow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property, non - irrigated areas and impervious surfaces. Landscaping and irrigation shall be installed and inspected prior to final permit approval. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Infrastructure for the proposed Townhomes was submitted under a separate Public Works permit PW14-0064. Since each permit stands on its own please submit civil site plan sheet C4 for reference together with May 15, 2014 geotechnical report. 2) Provide construction cost estimate for water service from the backflow to the building and from the storm drainage stub to the building. Enter these amounts on page 1 of the attached Public Works Bulletin A-2. Please address the comments above 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 206-433-7165. Sincerely, Jenni Permi r Marshall Technician D14-0276 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Notation: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0276 DATE: 10/27/14 PROJECT NAME: BOULEVARD TOWNHOMES, UNIT D SITE ADDRESS: 3728 SOUTHCENTER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: uil ing tision Public Works 1111 Fire Prevention Structural L Alit)C 1.)-5k�-tl Planning Division II Permit Coordinator s PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/30/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/27/14 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) VA)— fat tihu„ ca-de-cdc REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0276 DATE: 08/20/2014 PROJECT NAME: BOULEVARD TOWNHOMES, UNIT D SITE ADDRESS: SOUTHCENTER BLVD 3-22_0 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT Cow Building Division Public Works Fire Prevention Structural 1 n fP42-4O.o?7'I f Planning Division ER Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/21/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 09/18/14 Approved with Conditions ❑ Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: to ,�} V 11 Departments issued corrections: Bldg a Fire ❑ PIngPW Staff Initials: 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 at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l O/2 Plan Check/Permit Number: D 14-02 / 6 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 (] Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boulevard Townhomes, Unit D Project Address: 3728 Southcenter Blvd Contact Person: ,e)alf P F Zoo f`: Phone Number: z 2-2- el ?a O Summary of Revision: 1 ect_S Q_ c,,eI CITY OF TUKINILA jr e �' "l 7104 MIT CEINITER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis on Received at the City of Tukwila Permit Center by: 1--Entered in TRAKiT on ‘ U-/)/77,-1 C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 BRAVO CONST & DEMOLITION T LC Page 1 of 2 Home !nick, en Espanol Contact Safety Claims & Insurance Search L&I A -%.Index Help My Secure L&I. Workplace Rights Trades & Licensing BRAVO CONST & DEMOLITION LLC Owner or tradesperson BRAVO, JOSE ARTURO Principals BRAVO, JOSE ARTURO, PARTNER/MEMBER BRAVO-MENDOZA, JOSE CARLOS, PARTNER/MEMBER BRAVO-MENDOZA, JOSE CARLOS, AGENT Doing business as BRAVO CONST & DEMOLITION LLC WA UBI No. 603 272 990 PO BOX 39 LYNNWOOD, WA98046 425-361-1212 SNOHOMISH County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BRAVOCD875DM Effective — expiration 03/14/2013— 03/14/2015 Bond . American Contractors Indem CO Bond account no. 100163092 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/14/2013 02/25/2013 Expiration date Until Canceled Insurance ........................... Nevada Capital Ins Co Policy no. 77npp4010629 $1,000,000.00 Received by L&I Effective date 02/27/2014 02/22/2014 Expiration date 02/22/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603272990&LIC=BRAVOCD875DM&SAW= 01/30/2015 A Al A PLA 1"=10, 0 5 10 20 20' EASEMENT --� IN FAVOR OF PARCELS 'A' AND 'B' CB RIM=304.08 8' ADS SW=302.74 SDMH RIM=303.64 36" CMP N=297.79 8" CMP GATE VALVE S=297.79 12' CMP S=297.79 12" CMP TOP RISER=300.99 12" BOTTOM RISER CMP=295.84 8" ADS NE=299.79 WATER MARK POST FIRE HYD. W/2 BOLLARDS CB RIM=300.81 12" CONC E=298.66 4" CMP N=299.81 CB RIM=301.00 12" CMP N=297.87 12" CMP S=297.87 SSMH RIM=301.35 8" PVC E=293.32 8" PVC W=293.40 8" PVC NW=293.60 FOUND 5/8 REBAR & CAP 0.46' WEST OF PROPERTY LINE WATER METER `913111174' .▪ b00 x 301.63' • I 3 - -t=IW - - I>4 311.59' �-r FIRE HYD. ��'�' W/2 BOLLARDS T.W.=308.0 B.W.=304.5 z 1= PROPOSED 4" PVC FOOTING DRAIN T.W.=306.0 B.W.=303.0 1 '9' APPARENT PRESCRIPTIVE ROW 2 3C26' /- WATER 15 /� VAULT � I 411. 3A1.10 tx 30G.85b.7,3'‹ x N88'17'49"W 23 .00' 53 SDMH x RIM=308.73 36" CMP S=298.03 I12" CMP E=300.018 )43 1 -__ - I I I I EX. DRIVEWAY - L-W--x380.79=W- (2) WATER VAULTS W/MANHOLES A UL VA NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON SDMH RIM=308.68 12" CMP E=300.53 12" CMP W=300.53 x 1 1 1 1 1 1 7 I t P POSED 4" PVC OOTING DRAIN T.W.=306.0 RISER 9OD FENCE 301.00 6" PVC ROOF DRAIN 0 1.0% MIN. UNITx .'" t 104 F.F.=301.5 300.9 6"PVC SS©2.0% CB RIM=300.31 12" CMP N=297.66 12" CMP W=297.71 12" CMP E=296.99 16 TCUG) TC JG) I =29 3.30 2 CM' 5=295.70 1 NEW 20' WIDE CURB C�1T DRIVEWAY PER CITY STD. EXISTING BUILDING POWER PANEL NEW STAMPED CONCRETE PEDESTRIAN PAD S3 FOGLINE 1 _�. 1p4TH RUG) w PLANNING APPROVED • No changes'can be made.to these plans without approval from the Planning Division of DOD Approved By: Date: • -091 1/ �O1c�0 �U 1IT 102 F.F■=301.5 6" PVC ROOF DRAIN 0 1.0% MIN. 301.40 eoco 300.50 64300.40 UNIT 101 F.F.=300.5 NEW CB TYPE RIM=298.04 IE=295.0 0 N T T� 300.50 EXIST. LUMINAIRE EX. CURB AND GUTTER T(UG) NEW CB TYPE 1 OVER EX. 12" PIPE RIM=297.44 IE=293.80 P- d, • CB RIM=293.96 12" PVC NE=291.31 _- 12" CMP W=290.76 12" CMP E=290.51 w- TCUG) CB RIM=304.22 12" CMP E=300.72 4" ADS W=302.52 4" ADS E=300.92 • 95 RETAINING WALL x ) 00.97' x S0'53'57"W 100.00 1` I I I I 4 /I 4 /11 1 4-1 A III t CB5- x `e 3t' RIM=295.31 /03 I 12" PVC SW=292.81 . I / % 12" PVC N=292.76 x `0y /41.< I 6" PVC N=293.71 A 4" PVC NE=293.71 CB RIM=300.97 6" PVC S=299.21 12" PVC S=298.21 6" PVC N=299.26 12" PVC N=298.27 SSMH RIM=300.99 8" PVC N=297.07 8" PVC S=296.99 ti 'S°�6 x CO -P EXISTING GRADE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NMI Revisions will require a new plan submittal end may include additional plan review fees. j ti 'L915 x 11-1 N. � --75-57 19.- �� ----- x 293 . DRIVEWAY T G) SSMH RIM=293.52 8" PVC E=285.22 8" PVC W=285.32 8' PVC N=285.72 FOGLINE - -w- 11 xti9ti' 31- Permit No. --"-29z"-7 ► - - - 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: 114- cn MAX. 4' HIGH WALL PROPOSED 4" PVC FOOTING DRAIN REQUIRED FORT ❑ Mechanical @Ctt'icat ❑ Plumbing • Gas Piping (j of Tukwila ifir.1.1-'"NG DIVISION FIL COPY PROPOSED GRADE ECTION A - :•, RETAINING WALLS Building permit required when: a) WaII height exceeds 4 feet from bottom of footing, b) Wall retains a surcharge horizontally within 4 feet of the wall, c) The site contains or is adjacent to a sensitive area, including steep slopes, as defined in TMC 18.45. When a building permit is required: 1) Design by a Washington licensedprofessional engineer required for following walls over 4 feet with a surcharge: a) Concrete retaining wall. b) Modular block or masonry wall. c) Stone/rockeries wall. Planning Departments additional requirements: a) Exposed wall is greater than 3' high. (TMC 18.06.800) b) Wall will be located on the property line or on adjacent property. (TMC 18.06.800) NOTE: 1. ALL UTILITIES SUCH AS POWER, GAS, AND TELECOMMUNICATION SHALL BE UNDERGROUND 2. COORDINATE WITH PSE TO SERVICE THE PROJECT FOR POWER, AND COMCAST FOR COMMUNICATION. 76 Plan revie y approval is subject to errors and omissions. con piction documents does not authorize the violation of aH Grit 'code or ordinance. Receipt of approved Field C • . :nd acknowledged: By: Date: City of Tukwila BUILDING DIVISION 0 cc REVISED PER 0. Y c) 0 0 0 z z J a_ z cc c J BOULEVARD TOWN HOMES PROPOSED BUILDING REVIEWED FOR fP DE COMPLIANCE APPROVED DEC 12 2014 j.1 Cof Tukwila BUILDISNG DIVISION filter fabr " perf pipe 11/2" • 3/4* washed rock ROOF DRAIN PERFORATED PIPE SECTION NOT TO SCALE CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER W■ LAO o o) itto Q so. 131 O C1I m u_ 0 En c 0 N 0 d c co co c v 0 0 0 d 0 0 0 W z LU Q O z N co w N c.0 N Job Number 0 c� to w 0 0 42. X a Ho,_0" 0 5 10 20 4 4 ; . 4 / j / g. �I 4a. 4 � I TIUG) w T<UG) W • /7 PERIMETER LANDSCAPE TYPE 1 TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 15 Two W PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 15 15 NE 1/4 OF THE SVI/ 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITsf OF TUKWILA, STATE OF WASHINGTON J T<UG) T<UG} PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 4 SHRUBS ONE PER 7 LF 15 30 W PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 14 I I I {( 0I 1 �' 'f 11 L. W--- — — --- W LANDSCAPE PLANT MATERIAL LEGEND SYMBOL 01. Ls BOTANICAL / COMMON NAMES TREES: KATSURA TREE WESTERN WHITE PINE CAPITAL ORNOMENTAL PEAR ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE ZELKOVA SHRUBS: PINK ABEUA COMPACT STRNNBERRY TREE CISTUS HYBRIDUS / WHITE ROCKROSE NANDINA DOMESTICA 'COMPACTA' / COMPACT HEAVENLY BAMBOO RHODODENDRON 'UNIQUE' / NO COMMON NAME DAVID'S VIBURNUM GROUNDCOVERS: BEACH STRAWBERRY EPIMEDIUM GRANGIFLORUM / BISHOP'S HAT GAULTHERIA PROCUMBENS / WINTERGREEN CREEPING LILY TURF EVERGREEN BRAMBLE WOOLLY THYME LAWN LAWN/PLANTER EDGE SIZE CONDMON SPACING QUANTITY REMARKS 2" CAL. 6' — 7' HT. 2" CAL 18" — 21" AS SHOWN AS SHOWN AS SHOWN AS SHOWN 3' 0.C. 4' 0.C. AS SHOWN 4' 0.C. 2.5' 0.C. 3 2 6 2 14 15 20 11 14 19 4" POT 14" 0.C. AS REQ'D HYDRODEED COVER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN —CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE 8c GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' RILL AND BUSHY FULL AND BUSHY FULL AND BUSHY 3 CANES MINIMUM. FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY HOLD 14* FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 14" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12* FROM BORDERS, SHRUBS, AND TREES LOCAL COMMERCIAL SEED MIX, SEED AT 6 lbs /1,000 S.F. CELLULOSE MULCH AT 40Ibs / 1,000 S.F. SHOVEL —CUT TRANSMON CORRECTION PER CITY COMMENT LETTER #1, DATED 07/15/14 a. LANDSCAPE PLANTING PLAN BOULEVARD TOWN HOMES REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTERED LANDSCAPE AR CT M. SEIDEL RTI ATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 1-0 Lf) CC Z Cr) 44C La co co o co 0 LLI co o Lum LLI Job Number 0 UJ Date/Time:12/20/2013 9:30 AM Fiile: P:\ 13000s\ 13480\preliminary\ 13480—pl.dwg LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. . PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC. TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND 3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10 FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE .IiiREPAR PLANTIN • BED NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LESS THAN 1 GALLON CONTAMER 1 GALLON CONTANER and LARGER ( PLANTS) BEFORE M!IUCH) ( PLANED BEFORE NIILCH GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM. EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL SPACING . AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM 7-EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE FINISH GRADE AT 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL DRAWINGS (WALK SIMILAR) 1" MAX. 2" MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. -$444.4.44411111 CLEAR \j�ai LAWN CONDMON MULCH CONDITION SIDEWALK (CURB SIMILAR) PLANTER SECTION DETAIL i0 0 COMMENT LETTER #1, DATED w 0 0 08/07/141 AMS 0 0 0 z NOT TO SCALE TOPSOIL 2" MULCH LAYER FINISH GRADE LAWN SHOVEL -CUT TRANSITION 11I-111 =1111I 11111111 H 0 1 PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB co J W z J BOULEVARD TOWN HOMES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTEI LANDSCAPE tC A F .IR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 Cli W op CC Z Q J co iI W O —J W N m w 0 cn L. 0 0 0 0 m 0 L. a K) .N 0 0 Cq NCD COONN rnCID 00 Job Number 0 co T 0 0 Cn 0 —J 4- B X J w 0 w 0 0 0 V) Date/Time:12/20/2013 9:30 AM File:P:\13000s\ 13480\preliminary\13480—pl.dwg GENERAL NOTES PLANS ARE PRAWN FOR PIDDER DESIGN OF FI FCTRIGAL, MECHANICAL, FLUMPINS AND UP THROUGH THE SHEET ROM-.6TAAE:- ONNER_. HAS FINAL APPROVAL or ALL FINISHES. SEPARATE PERMITS REQUIRED FOR F1 FGTRIGAL, MECHANICAL, PLUMPING, ETG. • NOTIFY ARGHITTGT TO ANY REVISIONS t3EFORE CONSTRUCTION :AND' 11^ ANY DISCREPANCIES : ON PLANS. GONTRAGTOR•T0. PE- SOLELY RESPONSIBLE FOR ANY G.HANSES .TO PLAN OR UNREPORTED' PROBLEMS ..OF PLAN.'. p0 NOT • SCALE DRAWINGS. • CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN: THE FIELD ANY VARIATIONS FROM THE DRAWINGS SHALL ICE BROUGHT TO THE Alit NTIO\i Of THE . DESIGNER • OR ENGINEER ADEQUATE SHARING AND PRACINS OF. ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL 'E PROVIDED. ANY PROPOSED FIELD CHANCES TO', . • HAVE THE PRIOR APPROVAL OF THE ENGINEER. PEPROOM WINDOWS TO HAVE MIN. 2-4" HEIGHT AND ion MIN. WIDTH. 5.7 S.F. MIN. OPENING AREA SILL TO BE 44" MAX. HEIGHT OFF FLOOR. PROVIDE 1' MIN. THROW DEAD BOLT LOCK AT ALL EXTERIOR: ENTRY POOR' 6, VIEW PORT OBSERVE (OPTIONAL). ALL' WINDOWS TO •HAVE LAT6hAftLE LOCKS IF WITHIN I d-O" OF . GRAPE. SERVICE WATER PIPES TO 13E INSULATED IN UNHEATED SPACES. FLOW RATES FOR PLUMBING • EIKTURES: TOILETS TO . PE 1.$ GALLONS PER FLUSH. (MAX.) LAVATORIES FAUCETS TO BE 2.5 GALLONS PER MINUTE (MAX.) SHOWERS To 13E 25. SALONS PER MINUTE (MAX.) FLOW RESTRIGTOR.. SHOWER DOORS' TO ICE SAFETY GLASS, INSULATE ANP TAPE JOINTS OF METAL DUCTS. GAUI...K; SEAL ANP WEATHER-STRIP ALL OPENINGS, INCLUDING *ALL EXTERIOR . PLATES. TO FLOOR, AND ALL CORNER 'JOINTS AT EXTERIOR WALLS, • GLASS WITHIN 24" OF DOORS TO 15E SAFETY SASS. : • TAPE ALL JOINTS AND TEARS IN I3ATT INSULATION. FIRE STOP, DRAFT STOP AND FIRE BLOCK TO CODE.' ALL WITHIN WALL OR ON 'WALL 'AGGESSORIES-- GRAB BARS, TOWEL BARS, ETG. TO t3E INSTALLED AND SEALED TO PROf"EGT--STRRUGTURAL FI FMENTS FROM MOISTUI`:E. 50 GFM FANS IN 15ATHS. 100 CM FANS 'IN KITCHENS. SMOKE PETECTOSS ARE HOT WIRED WITH NO DISGONNEGTING SWITCH. FLOOR OR LANDING ON E_ ACH SIDE Of. EXTERIOR DOORS, NOT MORE. THAN I" LOWER THAN THRESHOLD.. • . IF HOT WATER HEATER IS NON--R SID. GONNEGTION AND .OVER 4' HIGH, IT , IS TO BE STRAPPEP TO RESIST EARTHQUAKE MOTION. • . HEATING APPLIANCES EQUIPPED WITH LISTED SHUT. OFF DEVICE: 'IN CASE DF. PLOT OR IGNITION FAILURE. DUCTS FOR. EXHAUST AT PRYER TO HAVE NO SHEET METAL SCREWS. OR OTHER FASTENING? WHICH EXTENDS INTO DUCT. DUCT TO NOT EXCEED 14' NORIZONTAl 1 Y AND VERTICALLY. . GOMIUSTION AIR .SUPPLY TO I PROVIDED TO rURNAGE . AND HOr WATER TANK IF GAS FIRE - 4 SQ. INCHES. GAS FURNACE DUCTS TO BE NO. 2( SA...V. WIT NO OPENINGS INTO GARAGE. 111 CODE INTERNATIONAL PUILDINS GORE-- t2L. EDIT ION (STRUCTURAL) ." RESIDENTIAL GODS- %i EDITION (NON- STRUCTURAL) S IMPSON STRONG TIE GONNEGTORS & ANCHOR SYSTEMS 6ATAL066- BUILDING DESIGN CRITERIA GONSTRUGTION TYPE V-I: �GGUPANGY GROUP. R3 HOD) XPosuRE CATEGORY SEISMIC ZONE 1=1.0 (SIMPLIFIED ANALYSIS) WIND SPEED Rd.OL- ilM : (SIMPLIFIED • TRACTOR SHALL.. E. RESPONSIPLE FOR THE METHODS, TECHNIQUES, SEQUENCES AND/ OR. PROCEDURES REQUIRED TO PERFORM THE WORK AND SHALL VERIFY ALL DIMENSIONS AND GoNDITIONS IN THE FIELD ANP IDENTIFY ALL ISGREPANGIEE ..AND NOTIFY THE DESIGNER AT TI1E TIME THEY ARE. NOTED. 'ROVIPE TEMPORARY BRACING FOR, STRUCTURE AND STRUUGTURAL COMPONENTS { ITL ALL FINAL GONNEGTIONS HAVE BEEN GOMPLETEP IN AGGORDANGE WITH E PLANS. VERIFY SIZE &. LOCATION Or ALL OPENINGS IN FLOOR, ROOF & WALLS WITH MECHANICAL & EI FCTRIGAL WORK. PREFABRICATED ITEMS TO BE HANDLED ANP INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE PLAN SHEET S . NOT INTENDED TO SHOW ALL ITEMS TO BE GONSTRUGTEP.... THE CONTRACTOR 6 DIRECTED TO. REVIEW ALL ARGHITEGTURAL • ANP STRUCTURAL .SHEETS FOR �PITIONAL CONSTRUCTION ITEMS. DRAWINGS INDICATE GENERAL AND TYPICAL ► AILS OF CONSTRUCTION. WHEN CONDITIONS ARE NOT SPECIFICALLY INDICATE D •'UT ARE SIMILAR 6l-1ARA -TER TO DETAILS SHOWN, SIMILAR P AILS CONSTRUCTION SHALL BE USED. S15M1C1NO US GROUP. 1 2: S5 •=. 1.32 S►.= .45 . . SITE GLASG I7 (SOIL PROP NOT KNOWN) • . - 4. 69.5 % . f .p (1.32) 158 • . SiD= % (1.54 ) 5. PES 1SN CATEGORY P �. WOOP 1=RAME * SHEAR WALLS - r)EAR I NCB WALL 1=RAME. 7. V = : W/ REDUNP. APPE 7 UP ffRONT • Ge = Ss / R - .55 / (I2) = .I7 W (1.5) / 1.4= .1845W 9-.R--O 10. SIMPLIFIED MEhOi7 SLUED • LAMINAT P TIMIPERS-- POUS-FIR LARCH (24F V4)- .(2AF VS AT ANY CANTILEVERS) MICRO -LAMS, (LVL) : 5V", 7" PARALLAMS, (PSI._.) LOADING ROOF 15 PSF DEAD LOAD . + 25 .PSF LIVE LOAD = 40 PSF FLOOR 10 PSF DEAD LOAD . + 40 PSF LIVE LOAD = . 50 PSF' CEILING 5 PSF DEAD LOAD + 10 PSF LIVE LOAP = I5 PSF DECK 5 P5F DEAD LOAP. + (0 PSF LIVE LOAP = PSF INTERIOR PARTITION = . .7 PSF EXTERIOR PARTITION = 10. PSF . WOOD TRUSSES TRUSSES.. TO BE DEES IeNED & APPROVED BY A RI GIST• WASHINSTON STATE ENGINEER ANP 1=AaRIGATED . FROM. ONLY THESE • DESIGNS.' TRUSSES TO �.�'TAMPED ''Y THE •MANUFAC,TURER OR 15Y A. ; UALITY CONTROL • AGENCY SUCH AS. THE WASHINGTON STATE TRUSS FABRICATORS.• GOUNGIL. ROOF .TRUSS DESIGN TO :tE .SUBMITTED I"0R APPROVAL PRIOR TO. FABRICATION. : • ' • NOIV-PE*INC WALLS TO 6E HELP AWAY FROM Ili TRUSS.601TOM GttORD'rNlTli AN API' ED FASTENER (_ _SUGht A5SIMPSDN 5T6) TO ENSURE THAT THE �'DOTTGM Ghlo� WILL - 'NOT PEAR ON THE WALL. APPROVED 1iANOERS TO 6E USED AT ALL. GONNEGTIONS OF RAFTERS, JA6tC' OR HIP'TRUSSES TO THE MAIN ORDER TRUE. ALL ROOF TRUSSES . TO I3E .FRAMED AND TIED INTO THE FRAME WORK AND. SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART of THE WHOLE I UWL.DINS. ROOF TRUSSES TO HAVE JOINTS WELL FITTED AND TO HAVE ALL TENSION MEMBERS WELL TISHTENED - PEFORE ANY LOAD Is PLACED UPON THE TRUSS. DIAGONAL 'AND SWAY %RAGING. TO 15E USED TO BRAGS ALL TRUSSES. TRUSSES TO re DESIGNED FOR UNIFORM LOA121NG AS FOLLOWS: • TOP CHORD ' 35. PSF OF TRIPL TARP AREA WTTOM CHORD • 10 P5F Of TRIPUTARY AREA TILE . ROOF • 45 PSF TOP 6HORP/ 5 PSF POTTOM GH - iF APPLIGAPLE. • • THE TRUSS PLANT MANUFACTURER TO ItE APPROVED BY THE G1TY. EACH TRUSS TO BEAR QUALITY CONTROL STAMP AS WFI I As MANUFACTURER PLANT. NAME, ADDRSS, DESIGN LOAD, ANP MAX. SPACING. PLYWOOD IDENTIFY AS .EXTERIOR; EXPOSURE I; HUD APPROVED. 06P. SHEATHING PRODUCTS OP EQUIVALENT SPAN RATINGS TO re ALD. PLYWOODLOWE.WALL A.ND • ROOF • SHEATHING TO PE 1 /2" GDX, - UNLESS • OTHERWISE SPEGrIEP, "OS" OKAY. MINIMUM NAILING TO ICE -Sd G" 0.G. l . PANEL EDSES AND 12" O.G. IN FIELD. SPAN INDEX TO .BE 2. /0. PLYWOOD FLOOR SHEATHING To BE 3/4" GDX . T&e, -UNLESS OTHERWISE SI EDIFIED. MINIMUM: NAILING TO E 10d 6'f 0.6. Q .PANEL . EDGES AND I d' . O.G.. IN .FIELD. SPAN INDEX TO '.ICE 40/24.. • - . • .. . STAGGER END.. LAPS'• AT ROOF ' ANP :FLOOR SHEATHING. • • ALL. I ED&ES OF PLYWOOD IN WALLS TO PE SUPPORTED. PLYWOOD EDGES :AT FLOOR AND ROOF TO I3E. SUPPORTED ` ATEDGEG ' W ITH GLIP6, . BLOCKING OR OTHER APPROVED mart -tops. PLYWOOD EDGES.. AT WALLS TO SUPPORTED ;PY FRAMING;. MEMI'ERS OR LOGKIN. • . FRAMING ALL WOOD IN CONTACT . WITH CONCRETE TO BE PRESSURE TREATED. -6" MIN. CLEARANCE . BETWEEN WOOD AND EARTH. -18." MIN. CLEARANCE PETWEEN FLOOR JOISTS ANP EARTH. -12." MIN. CLEARANCE. BETWEEN FLOOR BEAMS AND EARTH. -ALL I)UILT UP' BEAMS FROM SINGLE MEMI ERS TO HAVE '(3) IOD 2.4" ' 0.6. FOR ENTIRE LENGTH OF. f►EAM. . • -ALL FASTENERS GOMPINEP W/ PRESSURE TREATED WooP TO PE. HOT DIPPED • GALV. STEEL PER . ASTM STRUCTURAL GLUED -LAMINATED LUMBER ee E �5 21ao 1,500,000 290 290 2400 1,500,000 2900 • . 2,000,000 TO BE DOUS.L.AS---FIR FArRIGATED TO THE REqUlREME.1\T5 PRODUCT STANDARD PS 5(O. • ' LUMI3E.t 'TO BE OF SUCH GRADE TO PROVIDE NORMAL. .WORKING STRESS VALUES :Of '2400 PSI. IN -BENDING; 1100 PSI. IN TENSION; 00 PSI IN COMPRESSION PARALLEL T"O GRAIN; 450 PSI IN. COMPRESSION . PERPENP1CULAR. TO -GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F-V4). LAMINATED MEMBERS 'TO BE AITG CERTIFIED. USE WATERPROOF GLUE. CORRECTION! LTR# • OF U.S. LUMBER STRNGTh (Unsts in PSI) NEWNvs 2005 SoVErzNs (raei..E 4A) STUPS- riEM-FIz OR snp SRAPE POSTS-D.F. #2 & PrR I~b 150 • 576 . 1,200,000 JOIST RAFTERS-- . 11EM-FIR #2 • TALE 2-3 IV V-1 • . SM. - 150 850 .1,300700 . upI 0 50 • 1,300,000 DaUc : FIR-71. ARGl-1 #2. 2X12 • I8a • 900 kk20,000 PEAMS; HEADERS, LINEL6 & GIRPERS-- • 4" NOMINAL' DO1X'-FIR #2 • , 180 900 -I,40o,000 6„ NOMINAL DDUU-FIR #2 • 150 900 1,300,000 WHEN TOP PLATE IS INTERRUPTED 15Y HEADER, HEADER. SHALL HAVE STRAP CONNECTORS To THE TOP PLATE EACH END. USE 51MP6DN MSTA24 6ONNE61-0R6; UNO • All SHEAR' WALL SHEATHING NAILS AND ANCHORS SHALL. re: AS DETAILED ON TI1E DRAWING. AND AS NOTED IN THE SHEARWALL SGHI PULE. FLOOR AND ROOF' DIAPHRAGM NAILING SHALL 8d G4MMON @ 4" O.G. AT ALL SUPPORTED PANEL EDSES. AND 8d . @ 12". O.G. AT INTERMEDIATE SUPPORTS. DOLT HEADS AND NUTS MARINO AGAINST WOOD TO E PROVIDED WITH RAT BUTT WASHERS. WOOD SEARING ON OR INSTALLED WITHIN In OF MASONRY OR CONCRETE TO E TREATED WITH AN APPROVED PRESERVATIVE. . SOLID LLOGKING OF NOT LESS THAN 2X THICKNESS TO PE PROVIDED AT ENDS. AND AT ALL 6IPPORT OF JOSTS AND RAFTERS, . TYPIGAL SILL BOLTS TO PE 1/2" DIAMETER AT • 4'. O' O.G., MIN. 7" EMpEDMENT (sEE PLANS -DETAILS GOVERN). ALL METAL .I`RAMINS ANCHORS AND. HANS RG SHOWN ON DRAWING sH LL PE "STRONG TIE CONNECTORS" AS MANUFACTURED PY. SIMPSON COMPANY OR APPROVED NOTE: SEE PETALS FOR U'G-RADEI7 POI...T SIZE AND SPACING. 1. ALL SOLID Min TO PE GRADED f5Y WLLIP OR WWSA ALL LUvIrER 6IH1AL.L-rE DIEM -FIZZ. #2 ( #2) OR PEETTER. ALL. %UP LIMPER, 5" •X 5" OR : LARSER SHALL E DOUSLAS FIR #2 (PF #2) U.N.O. . 2. THROUSH ILLTS ANP LAG DOLTS SHALL ASTM A307. PROVIDE MALLEAi1LE IRON WASHER AT ALL BOLT AND L.AO BOLT LOCATIONS. PROVIDED CUr WASHERS FOR ALL DOLTS .FEARING 4N. WOOD. ALL NAILS SMALL PE COMMON WIRE NAILS, UNLESS , EXPOSED TO THE WEATHER/ PRESERVATIVE TREATED WOOD, THEN HOT . PIPPED ZING COATED. GALVANIZED STEEL 4. £11 ATHING: ROOF: - %' 'OS OR •APA RAftll S1-1EATi1ING . WITH 8d NAILS @ (1' 0L-. EDGE, 12" O.G. FIELD U.N.D. FLOOR: �/" T8& PLYWOOD WITH. IOd NAILS @' (0 O.C. POE; 12." OG. FEW U.N.O. 5. NAILING sum_ COMPLY WITH I G TAME 2304.9 o U.N.O. FOUNDATION FOUNDATION DESIGN -is BASED ON AN ASSUMED AVERAGE - SOIL SEARING OF 1,W PSF. : . • EXTERIOR .FOOTINGS TO' BEAR 1' --6" (MIN.) BELOW FINISH GRADE.. . ALL. FOOTINS• AND .SLABS TO HEAR ON FIRM. UNPIs1UIPI D EARTH I EL0W ORGANIC - SURFACE SOILS. • 'AGK FILL. TO. PE THOROUSiLY GOMPAGTED TO 95% MODIFIEP PROCTOR. *FOUNDATION VENTS TO NOT INTERFERE WITH DIRECT LOAD PATH OF . RECEIVED COLUMNS. CITY OF.TUKWILA 45 PCF. FLUID PRESSURE. • - CONCRETE CLASS ANP USE A- FOOTINGS & FOUNDATIONS • - P- SLAPS . ON SRAM, EXT. PATIOS WAND FOUNDATION WALLS EXPOSED -TO WEATHERING OCT. 2 7 2014 2. 3. 4: PERMIT CENTER 5- • MINIMUM 6. SLUMP SACKS/G.Y. REMARKS 7. 25a00 Psi 3-4 • . 5 V. 28 PAY STRENOMI • REINFORCING STEEL REINFORGIN6 5T'PFt ASTM A-615: ODE 60 U.N.O. DETAIL,PA6RIGRTE AN • PLAGE IN AG(GRDRNGE WITH THE. LATEST rPITION OF THE A.G.I. "MANUAL OF •STANDARD PRAGTIGE. *STRUCTURAL.STFFI TO PE fY= RSI. CONCRETE COVER OF REINFORCING 3" 'MIN.. CONCRETE GAST AGAINST ANP PERMANENTLY .EXPOSED TO EARTH. (FOOTINGS . 2." 'MIN.. G0. NGRETt VERTICAL FACES EXPOSED TO EARTH OR WEATHER. I .W BEAMS AND • COLUMNS NOT" EXPOSED TO EARTH OR WEATHER. g/"' • . -SLA1- AND WALL 6 NOT EXPOSED TO EARTH OR' WEATHER. LAP- ALL. FIELD SPLICES 30 'AR DIAMETERS 'WITH. MIN. OF 2.4". BEND WALL CORNER AND rooms BARS - I6" OR USE CORNER BARS AT ALL CORNERS .AND WALL INTERSECTIONS. INSULATION ic 9- ev� mint trod ,5 UNLESS NOTED. OTHERWISE, INSU._ATI0N TO ft.As FOLLOWS: FLAT CEILINGS/ ATTIC /SCISSOR TR. VAULTED CEILINGS . (SINSLE RAFTER) EXTERIOR WALLS .& I ELOW SRAM WALLS BETWEEN HOUSES & GARAGE FLooRs' OVER UNHEATED SPACES SLA' PERIMETER HEAT DUCTS IN UNHEATED WAGES Tank 1 ess WATER. HEATERS • gri14.0- LOCATION MIN. I sIATION R--49 +I s j R . 30 -) R28 R-30 - R-10 *VAPOR RETARDER ON WALLS CEILING TO BE PAINTED V.B. ALL DUCTS TO HAVE TAPE & SEALED TO MEET REQUIREMENTS OF ASHRAE. STANDARD 90A-50 AND 15E SO LA'ELED. R 3 MIN. INSULATION ON HOT & GOLD . WATER PIPES. . GAS WATER HEATERS STAIR NOTES CLEAR HEADROOM AT STAIRS. ' HANDRAIL UP 34" 35" RETURN ENDS, WITH. HAND GRIP OF 1 Y/' - 2" IN GROSS SECTION, CLEAR reTWEEN WALL AND RAILING. 3 IV 0.G. SPAGINS MAX.. FOR UPRIGHTS OF HANDRAILS OR GUARDRAILS IN STAIRS OR DECKS. FIRE 13LOGKINS IN STARS- - ONCE iN MIDDL.E OF RUN PETWEEN STRINGERS AND ALONG RUN • BETWEEN STUDS. DOORS- AND WI N.DOWS. . ALL SLAZINS TO BE . DOODLE . SL..AZING WITH MAXIMUM "U" VALUE OF ALLS . SKYLIGHTS: TO 15E. POUT LE. SLAZLNG, MAXIMUM "LJ" VALUE or 0 . FACTORY BWINDOWS WNDOWS TO BE GONSTRUGTED TO PERMIT MAXIMUM . INFILTRATION OF 05 GFMPER .LINEAL FOOT of OPERABLE SASH PERIMETER AS TESTED PY STANDARD .ASTM E 253.73. SITE BUILT ANP MILL WORK SHOP I UILT WOODEN :SASH ARE EXEMPT 'FROM INFILTRATION CRITERIA. ABOVE, r2Ur MUST BE MADE TiC�HTLY FITTING AND WEATHER-STRIPPED OR CAULKED. SLIDING G DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM INFILTRATION SQUARE FOOT OF POOR AREA. . SAFETY GLAZING LOCATIONS: INGRESS AND EGRESS DOORS. SLIDING GLAss DOORS, SWINGING GLASS DOORS. SHOWER AND BATHTUP EN6L05URE5/ WINDOWS ABOVE PATH GLAZING WITHIN 2.4" OF A POOR. SLAZINS GREATER THAN 9 SQ. GLAZING IN GUARDRAILS. SLAZINS IN STAIR WELLS AND WITHIN 5'--o" 01= TOP ANP I30T1- GLAZING W/ BOTTOM EDGE LESS TwAN 15" ABOVE FINISH FLo EVIEVUED FO' E COMPLIAN APPROVED DEC 12 2014 ty of Tukwila o ING IDIVI 566 MISCELLANEOUS NOTES a 41. 1. GUARDRAILS TO PE 36" MIN. APOVE FINISH FLOOR. I. AIR -ENTERTAINING AOENT (5% TO 7%) TO f5E USED IN ALL GONGRETE FLATWORK 2.. • HANDRAILS TO PE 34" ABOVE NOSING, WITH HAND GRIP OF I W - 2" IN EXPOSED TO WEATHER.. ("Ross SECTION, WITH ENL RETURNED.. 2. POSSOLITH .300 SERIES (40Z PER I00# OF GEMENT) TO ICE USED IN ALL 3. . SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE MAXIMUM • CONCRETE. 3. MIX MAY PE •DESIGNED IN ACCORDANCE WITH THE PROVISIONS of THE IRO CODE. 4. • WATER- GEMENT RATIO 0.50 PER IRO TALE 2003, 5. PROVIDE' CONTINUOUS #4 BARS IN TOP ,or FOUNDATION WALLS AND (2) #4 IN FOOTINGS. DOWEL FOUNDATION WALLS . TO FOOTINGS WITH #4 X STEM WALL HT. 5.7• 5F MIN. NET GUAR OPENAI WIDTH OF 2d' AND MINIMUM NET CLEAR LONG C� IS" .0.6. EMBED 5" ' INTO FOOTING {U.N.O.} NO SHEAR KEYS REQUIRED (m.o.)� OPENING HEIGHT OF 2ll" MAXIMUM FINISHI=D SILL. HEIGHT OF 44" .ABOVE FLOOR. �.: REINFORCE WALL AND SLAB OPENINGS WITH ONE EXTRA #5 DIAGONAL 'BAR, � d LONG AT EACH CORNER. .6. GLUE ..�AGKING USED FOR TUB OR SHOWER ENG�S TO BE WATER �T'ANT � BUT NOT- TO PE INSTALLED OVER VAPOR BARRIER OR ON THE 7. �/8' DfAMt=T'ER ANCHOR . I3OLT5 C.? CIS". O.G. (U.N.O.) INSTALL A.P.'S WITHIN 12" � RE51GEILINC�. - SILL. ENDS & NOT LESS THAN . 7 BOLT I DIAMETERS FROM ENDS/ SPLICES, MIN. 2 PER 7. SHOWERS: TO BE. EQUIPPED WITH FLOW CONTROL DEVICES MAX. 2.5 GPM. PANEL. 7 EMBED INSTALL 3 X. 3 X /a PLATE WASHERS (TYP.) g. • WATER HEATERS TO 'E L� AS COMPUTING WITH NAEGA lS 7. S. -ALL INSERTS AND i=ASTENINC� DEVICES SUCH .AS TIES, BOLTS, CONDUITS, ETG. 9> - ' . EXIT DOORS TO PE. OPENAALE FROM INSIDE. PUT A NIGHT LATCH, DEAD SHALL PE PROPERLY LOG.ATE.D ANP SECURED IN POSITION BEFORE CONCRETE IS , BOLT SE:GURITY CHAIN MAX.. �S" ABOVE F.F. •GAN ICE PROVIDED. PLACED: EMBEDMENT OF ALUMINUM ALLOY MATERIALS SHALL BE APPROVED Y THE 10. EY,TERIDIR •OPENINGS EXPOSED TO THE WEATHER TO BE FLASHED IN SUCH ENGINEERPRIOR TO GONSTRUGTlDN. - - . � � t . 9. SEE PLANS ANP PETALS BY OTHERS FOR PLUMING LOCATIONS &. 12I4ENSIONS A MANNER AS' .TO MAKE THEM WATERPROOF. - - H. ROOF FLASHING TO COMPLY WITH IRO UT- �Z Ze ANP OTHER CONCRETE CONSTRUCTION REQUIREMENTS. 12REGE55F.D LIGHT FIXTURES TO TYPE IG RATED PER WSE 10. ALL WOW. FORMS USED IN THE •GROU. ND OR• BETWEEN FOUNDATION SILLS AND 13. EXHAUST" DUCTS SHALL It U 191 LISTED :'DUCT", INSULATED TO R--S IN THE.GROUND. SHALL . PE REMOVED PRIOR TO BAGKFlL.LING. . UNGONDITIONIwD SPACE • ANP TERMINATE At LEAST 36" AWAY FROM ANY OPENING. 11: CONCRETE AT CONSTRUCTION JOINTS SHALL HAVE BEEN INTENTIONALLY . f�:0UG11ENED AND GLEARED OF ALL LOOSE CONCRETE AND DEBRIS. GONsTRUG.ITION 14. PROVIDE FLASHING AT TOP OF ALL WINDOWS. - 15. SMOKE DIrTEGTORS TO %E INTERCONNECTED AND BATTERY BACKUP. JOINTS NOT' SHOWN ON THESE DRAWINGS .SHALL BE APPROVED 'Y THE. ENC�INEEfZ I I,. Duct and Air Leakage tests needs to be p e r formed. PRIOR TO CONSTRUCTION t 17. Provide carbon monoxide al arm per . R-315• I '. •Provide exhaust and outdoor. air per Sec. 403 of !MG. woo . PSI 3-4 /,k r jp µ41S ©�° AtA, a. LUlAti tf..G5 e qtf(U' {.Uki1'JAtes cur' fit. � 4' Act tS / r� f 45C GJI k''It`1 l) 0 ' c 'Alms ' i toL o " pfi Arno - -•SaC� of 3 64 " CLEAR, SUCH THAT A SPHERE OF' 4 DIAMETER SHALL NOT ., PASS THROUGH ANY OPENINS. 4. FIRE SEPARATIONS .PETWEEN SARASE AND DWELLING:. INSTALL. 5/8" TYPE "X". SWI5 ON ALL WARM WALLS ANP CEILINGS, MAMS, POSTS, AND ' TEARING WALLS. 5. ' . BEDROOM EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR .OPENING a(A, , WO t % 'i itDJKuL 5 19 Identify dryer duct I e n g t h per SDA.�.S of �9 IM t 2. In. *itacuutt5 lviMno 'ro(2k UV "to-)lAlo. mSraO(Lf gomiammfmoK -Lb tittA05 Aga cs G Of 000'o Its s60. 04M1 Ct14/. Elm. Aa stored li7 iMeUM �N 4 Cat Saar E SHEET TITLE S� 2).. o. 0 -iit -ate z (in z -MU on h-zcv 66,!I ezio.¢ o r z 1' -SHEET i 0 r • Nutt.:.._. AM fp_ t' G Krt lo93.o gs,t224) it'osuw. e. ,' WOOS. te& ` Retc,Itt et- ~ 4 i ti 1 ................... . IN tot L to' stm As Ftzt staLM —10 t Sft13 VAL ualtsed R¢Lit. LR. ,pktuN,:: -0 _11 WHO c : /9 a L1 mA 04692 Rak S ft Oces te2,15 mob filovt, 12ltrt itAs UVII V; All t -:_2-,14 a wow yo Sure.' Io` Wti,14, IYM slo0 Me: insti/tWilat ckW'u ems• (sv. at.6) r?I tttsf eht am? : e sit: t - tici/..044,fitcytts +,0)4 `. t s b't-1.6'xt&1 w (01 itA4 zr. sf. ut96:s Mot* 7-% cf, Iti• ttttvl 4.right>,• 0`'$tss.ngfgi.iiii r��ti���a�• DATA ;'High 8e i Ctse A If Vatx i . Wigs & CUse As tmpd Pr;y+ Base nd vet, 3ase Lan�t.Vetue: %SateLana Value) BaseV 1 se Land Value Tax Year • .:'Uind. �. ;Acres • N 3s: pp ►1� muLTI:FAMLY DiVELUNG USE ,........:.. Single Farr (Res Use/Zone). 1 3 • 2014 10,300 0.24 <. 017 (s) COMMENTS *- 2 i A 0 T'& g -g- Ci 7•tkv4 FLU' Plat,Sloak1klino:Nu Z... r P1ar Nun; Quartet`-SecUonTrtp-Range. S3.W 2O FT & LES. 'lee Unusable No .. Road Acosie Partdng . . REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER s UNIT_:::: 0 • u1/4)Em $ZW iis 4112 ti ot‘ r fi Kgps I..s a w.... a'y out mat, fazt etum tkcic,L*; 0.17 6gks rimtsA &pre. CfsiE.:. 1 ....(i� `AY 1 _ . 40 ..�� Nord IN AM 11111 NOM Elm _..:.1)0 c REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2014 City of Tulwila BUILDING DIVISION RECEIVED. CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER 0 1J LU L N 4.3 I 8 0 i ()Vi A z 1 tf") '921 tr) I r gi•1040 6 121M +0 I ti IS a TrOelkLoz lis V 14 _1)11 WW1 -064 '101.111110 1 soel 1 0 1k., 11 ' " • Po,f.%41;.•,' Nit 1171)94- M 1** •••••110% • sole oterital resilistog vrt,itc; CAA Uits fM%W. Cettorb #' 11 i* loftA ° \ 11 0 oti- C.0 riwtst+ &RAPE • o ft*. IN t)(*2) fiLv,, $iviko tttotkoo t 4.tst 6gif‘o M9,1)121 .7 (ticro6. 121)1). 0` lx.) I. x 10 btfamt‹. gtitke., ei tit, e 412,i‘'sfq1k. Ott ritogt 194-. Extst, LL___Hatios •" • • • " - — • • •;• •• • ...—.. • liAtl 414,1 REVIEWED FOR CODE COMPLIANCE APPROVED. DEC 1 2 2014 City. of Tukwila BUILDING DIVISION On (rfoot) ttqk Ut4S. OCT 2 7 201PERMIT CENTER IQCt, ft cz . Gtaer COMMENTS 2 0I .. AI .--- ....-2_,........,_ (::$ Z '141409-44-con . . .... . . ......... . . n. , . • • ,L.• -I, • `, • • - , • • • • µ , • , • ^ • a , • , • , • - - • • , • , , • • + • KittO '1062 jG1 .:: 0)ti _ ok -_ M141 t -.:eertato .. taOrt 'gam Art_ 41L os( (oki tZolis-10 1111111If11111111111111111111Ir11111111•111111111111 MJVr...::.. tkoki-e-A, (,1(0 vq/ oci‘? Uezi: k?Aik5. DP s 401 tVi tb A�hou� �1P�x fr_CAV-It titAutficotied 12111 t V1t. #27p4,ot. eENERAL NOTES: CONSTRUCTION TO COMPLY WITH THE WA STATE ENERSY \ - CODE tOttEDITION. -f IEATINS SYSTEM CHOSEN TO MAINTAIN . 70%F. AT 31-0" ABOVE FINISID FLOOR .. EQUIPMENT MALL NOT -. EXCEED_ .I50%. OF DESIGN... LOAD. -tLAZIN& IN HEATED AREAS TO ICE INSLLATED DOME ELASS ANP TO 15E LAAELED wlTi-f AN APPROVED TESTED U-VALL E. -D0 NOT %ALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY Ate ALL DISCREPANCIES. THE DRAWING- S SCALES ARE INDICATED TO PROVIDE VISA PROPORTION AND SHOW f5E VERIFIED WITH SIMILAR DRAWINGS ANP LISTED DIMENSIONS. -WI1ERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART Cr THE WORK, THE DETAILS SHALL F3E THE GAME AS FOR OTHER SIMILAR WORK. THE CONTRACTOR SHALL; ASSUME CONSISTENT CONSTRUCTION PRACTICES OCCURRING IN AREAS WHERE PETALS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES. -POST ADDRESS CLEARLY READA15LE FROM ROADWAY. NUMPERS SHALL CONTRAST FROM THE BACKGROUND. -WV HARDWIRED SMOKE DETECTORS ARE REgUIRED AS PER (115C 2Otc) INSTALL WITH INTEGRATED BATTERY fACKtr. -INTEGRATED WHOLE HOUSE FAN VEN i kV TO OUTSIDE ON A 24-HOt CLOCK IS RFLUIRED. THE CONTRACTOR SHALL VERIFY ALL POOR ANP WINPOW IZOUSH-OPENtN& DIMENSIONS WITH THE POOR ANP WINDOW MANUFACTURER. -ALL FRAMING ANCHORS, HOLD DOWNS AND SHEAR WALLS SHALL it .INSPECTED PRIOR TO COVERING. -A 36" I3Y- GI'ENINS WIDTH (36" MIN.) CONCRETE STOOP IS REgUIRED OUTSIDE ALL EXIT DOORS. A 3, MIN. CONCRETE APRON IS ALSO REgUIRED AT GARAGE DOORS. THERE SHALL BE A FLOOR OR A LANDING ON EACt't. SIPE OF A POOR. A POOR MAY OPEN AT THE TOP STEP: OF A FLIGHT OF STAIRS, PROVIDED THE POOR DOES NOT SWING OVER TME TOP STEP. A POOR MAY OPEN AT A LAWNS THAT 1S NOT MORE THAN 7.75" LOWER THAN THE FLOOR LEVEL, PROOFS THE POOR POES NOT SWING OVER THE LANDING. VVI- EN DOORS OPEN OVER LANPIN&G, DOORS IN ANY POSITION MALL NOT RE1 U E THE LANDING LEN&TH TO LESS THAN : 12„ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 2014 - ..._._. _PERMIT CENTER .: • u5tAim i V 0 Z i O0 a =,�° 4.1 - .0 5...-1 t.4.1 -+- O z pea*-0:1-04,3 0 CI-40) CY-4 d N g co t-- 41 C.) < r QZN <N Za 0 m� ‘1 �SHEETN komtv (Mc 'toll st etme st *tea- 9)11 0,,iulatocp6A,i7 is WM /.,/ 0.146 (AS% MtQC% ji (461erst ireia t q-activg42 (V2), GoZt 11tc tin( S tirkke0 1115 S . 7 tiikq ::loI fllce D ttat (AU UNietS CATICd w/1 off • WiMbot thi) ONAkOi NtA61 e.0 -1: 1 J Coe .fo&(*M OP. t2 cotztv il\Vb atwi • t ga, ED FOR PLIANCE OWED 2 :201.4 RECEIVED • C1TY OF TUKWILA OCT 2.7 2014 PERMIT CENTER • i i uJ coo 0" CIO czE8cki CYt. ~SHEET— ;t:«� gca4„ds.fal rt 3aVgaTi'4'XYiaSaCk" e+ 1 ^x W . • Y6 Who 1 e Mouse Fan (UTILITY RIM) Kona! f I ak t Inc. KK125 1.4 Sone Rating 75- GSM 1'¢' W.S. rl on a 2 . hr. clock. Vent to exterior. Kitchen STOVE Fan KK100' 1.4 SONE RATING 100 cfm min. exhaust fan per' manufacturers specs. Vent to exterior. Al I 'ath Fan: BAN 4 90 CA=M .25" W 6. Vent to exterior. Egress: 'edroom sash, si 1 Is up 44" max. A.FF. with min. 20" wide X 24" high opening and 5.75 sq. ft. Smoke detectors to be 110V hardwired with integrated battery backup. Direct Vent Fireplace: --Sas only heat source. —UL. approved & labeled. --Install per manufacturer specs. —Provide glass doors. 5/8" type "(,, for 1—hour fire rating, wrap inside of box & underside of lid prior to installing unit. Tub & Shower Note: —To comply with IRG 20tt —Waterproof backing up 70" mim above drain inlet. Po not apply vapor retarder under wonderboard. All plumbing faucets to have a 2 -- SPM flow rest r i.ctor. —Safety glass on all glass enclosures. Direct Vent fireplace: - as only heat source. ..: approved & labeled. I- nstall per manufacturer specs. --Provide grass doors.: �W. 5/? type '' " for 1-hour f i re rating, wrap inside of box & underside of lid prior to installing unit. Furnace/ Water heater —St e e l tt:W T. to comp ly w i t h A i1RAE SO —A :0,O. and labeled. to be equipped with ' a pressure relief line plumbed to outside & seismic:. straps for horizontal forces Insulate;rl.WT. with R-16 wrap & sit on R- 1O ridged when placed on concrete. --MVA& above floor ducting to be 24 garage: —tIVA6 unit to comply with W6E6 & labeled with a performance rating. -Al l pi lots, burners & switches to S" -Protect mechanical from impact with a wheel stop or bollard when located in garage. -hut out for furnace plenum, if applicable. Verify size and .locat:ion. *Non recirculating hot and cold water pipes located in unconditioned space shal;I be insulated to 1 ; min. .Z, 50 Sarage Fire Separat ion: - a r age/ residence con on wa l I to be fire —resistive construction by the use of S.W.: al I support wal Is, post and beams. -PI ace 501 type "X" &' . ? on cell:is ng of garage when heated living is located above. —A self --closing, tight fitting solid core wood door 1-3/S" thick or a `.self -closing, tight fitting door with a 20 mini"ute rating shall be used: rt 4" concrete slab over compacted fill slope to front 3 f ' O kytss toyss�- 1341 • eCLUMI4 • cZiv rr t 1LI REVEEWED FOR. ODE COMP _LANCE APPROVED ;DEC 12 eNU4,0, RECEIVED CITY OF TUKWILA OCT 2 7.2014. PERMIT CENTER. HEET� .. r 4::V } 5I•EARWALL Sabi. =- GnP FRAMING 'ROOF ALowA!'h' LO&S MARL s(2) SITAT I6 rN 2X ttr. UNO: -1P-Ailifs6 EP6E ALINE, 0 12" Oa P*(5X9) " t5Aee PLATE NAILING *(5) ROOF ro ra' F 1 ATE, FLOOR TO ToP PLATE & SI . HATE 4) SLL PLATE 3" x 3" X y; 46) maims w/ WASteRS (PIMP NALUN6 ITSFS SW 1 7/10" 05rs $d 0 OH 0.4. li.d 0 12." 04. 16d til le" OL. 5/$" a x Id' l.ON& 0 48" IJL. 230 F'C.F SW 2 7 j " 0c4t. Sd @ 4" 04. iGd ®I't" PL. LTP4 0 24" OL. 55/8" t let LOE,. 3 O -PL.F *SW 3 7 j" txb Sd 3" ©L LTP4 0i8"o4 t2T'4 ®I$" PG. 5/S Cr X LONE; CO "O', ' O.G. 455 PLP ' SW 4 7/le f lOd 0 3" OL. LTP4 0 16 c LTP4 0 le OA 5/8" a X 10" LONG 0 241 0L. F'LF *SW 5 7/1" (4d J 2" OA LTP4 LTP4 0 12-4G LTP4 0 I2" OA - LONG l� IS DL. 725 PL.F *SW 6 7 ,8d 0 V' oc. LTP4 0 roc,roc,LTP4 0 !2" oL. 5/8" a x Id' LoN6 @ IG" OL. 9Iv FIT *SW % Vie 495'5 rig IOd ®3" OL. 0 ac LTP4 0 S PG. 5/f" a X Id' Late 0 12104. UV PLF *SW 5 7t 10d 0 2" OL. LTP4 0 8et..L�TT'4 @ 8" O.G. 5/S" a X Id' ON Lae @ l 0L. 1450 RIF * 3X MATERIAL AT ALL AwITIN6 EDS6E5; 3x PLATE 0 FLOOR NOT RE.09 IF o5b StEATHIN6 RUNS CONTIN. OVER 2X FLATE & 1.1C 5 AT CENTER OF RIM OST WITH EPEE NAIL . MOOR TES/HCLPONNS %AMON UN0 SEE FOOTNOTES STRAP *(I) t 1 P6W *(I) =rCST RS (2) STU,DS MIN -J6d .5 -ihL //0-7)cq eft I. SI % 6R EquAL. LOCATE M U7 Y 4 AT EACH ENP OF sit ARWALL U O: INSTALL PER MANL AGT'I,RI~-R RE OMCVATIONS FOR F6UVATICtI MIN. DP DISTANCE & EMPEDNOW, DEEPEN F LN7ATIC4 A5 2 GO7NSTWIGT CRIPPLE WALL SAW Aga alEARWALL (SW) ApfNE. & &A *J GONSTRUGTICN SAME A5 51 tAft WLL RE4UIRES 3X OR (2)-2X FOUNDATION SILL PLATE 4. THREICEP RCP & &,aFtER A` yRE� {� /} X ,J�fJ �Q. X Fy' 1//, q/ �/��j (y���� F�Q Ga* I�. usio (%d�0.11" X F "' 1Od= 014f1" ", 2d=0.I4 " % i4, Pt 0. •" X 3 W 16d �+IW RR O.{45" X 3 jr". { INSTALL to CUPS ON ALL TRUSSES/ RAKERS, A35S lltf 24" 04. ON &AN !$ & RIM JOIST (OR SOLD pit(e) TO TOP PLATE (SILL I LATE ® FOUVATIGN) LINO: WHEN LfFED SPA IN& I5 LES✓ THIN u" 04. INsrAI L AWS AT ROOF SCUP !In, TO 5W TOP PLATE. AV WALL tit fJR M2.5 GN Al rRu / RJIFTt S. LTPk, LTF5 OR LS J CAN t SIt5nTITED FOR A35 GONNEOTION PER sWSON sTRONS TIE OR FAUAL_ 7. MN. 3X GR (2}-2X STIP5 LAMINATE? W/ (24-10d r� 6" 04 AT AJVflNS PAWL EPEES ANGt fOR I3GLT5 SHALL. rE EMPEPVEP® LET 7 " INTO CONCRETE; IMRE Si1ALL PE A MIN. OF 2 p0J5 PER PIECE, wart 1 'CL.T LOGATI NOi- MORE THAN 12" OR MSS THAN 7 f &T PIAIt TFRS FRE7tv1 X41 DV OF TIT PlEGE. 2X MIN. PRESSIRE TREATED 114 9. St-EET VALVE? stmt. Nor I:EMI RATE PAST FLUSH WITH ARIWE NEC 250.52 Grounding Electrodes. 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 Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) to IDENTIFY LOT LINES 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. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. i FOU VATIQN NOTE: -60I4GR TO fle 5,cI/2 aAGK; PC.= 254O PSI @ 2 ' PAYS. -{ EINFIJRGINS STF_EL TO to AGTM .A -op ERAI7. AO OR WftR. -FOOT1NSS TO REST ON 2000 PS UNP1STUR SOIL Ate. -MINIMIvI CONCRETE. COvERASE OF 51ttL TO pE Vt CLEAR g? PP04"1 GM Or MOWS 11/2" CLEAR fill r51 Or WALLS 3/4" CLEAR @ INsve.GF WAI..LG. ALL UNPIER IN C NCAGT w/ CONCRETE TO IE PRESSURE MAIM --PROVMPE %UP fLOGICINS OVER SUPPORTS, -FaIVATION WILL /ILL HAVE TWO #4 REIN6R6 IN lit TOP 0" OF Try WALL, Willi A MIN. I" SEPARATION PETMEN TIT PARS ANP A MIN..3/4" OF aNENTIOUS /I7 0411.000 IsifWitgo ..*t. Tos UrJft Mier fat 414t a ckN etrok SUbbriititAettAta ratig -otwils ,k4 Iter)09. etv4e46toliec, t roc thAIDA. - lq ikEstalstttf. fo At4stwe, i7,10_ COD cvc/ke? Us" umit I — REVIEWED FOR 6 PE cor PLIAb10E Wit; APPROVED )EC 12 2014 City of Tukwila E UI LDINC D1VISi9 RECEIVED :ITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER uJ (r) kA 'ill! A' °z z CD z CY-4 IIIIIMMMIIYb V LIZ 0‹ CD [L "SHEET"- • ' a) Too - Use Jt;t. 1otst 6;L 4/ O i Tot ..._.,......Zvi:: .. ......... v some. .... _MINI, i\KA AL.- tit .gi) est, itiPsoults us/ RIMA`U44 Ti /t 1,1Ett ID OM4. �4Ku M,. f7attw ir usc4 w elotfirA 7 611* 1,10 8 %Most 4q/ Oc011 -lot 44 s 1 1 *10 tKto • {EGG. 614) (),fkt tO`(2 4•. 0 M�s�te 60 SAC+p �� e 415 to Clem (it) ixczuB .. "1 +CtyofT FOR • 2LIANCE EC 2014 jkwila OIVlSION RECEIVED. CITY OF TUKWILA OCT. 2 7 2014 PERMIT CENTER • t 1 •••.....*••••••••••••••••••••........s,..140.to nallIIIIIMONAMINIMONSI 16 fl;)1A Nrit ISMS • •ti PC 42) 1-)0 4WO fOlt ita61 kv.ti Vo °NV tat, cgatftig2 t4ktrovol)c tit t (2) ttp, Wt. • ot eiNt (2-4a.ou- 446 fact' 4 vo (2.)tu1si(114114 fto CO Ott,,r 60tr: +Og, Mt e vt110-4. a. sn lyitc ..tott 1640.4 la Mit- 11#1.-0[11N10G. 4-0 fqj 440,1t1W, 4. lEVIEWED FOR CODE COMPLIANCE • APP1OVED DEC 2 2014 City of Tukwila 1311 ILDIN 3 DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 204 •PERMIT CENTER imar -vow 011204-00-022)* • • .„..„..„ . • „.„ MU% ANP _Focf Nor: CARRY MANTA6TURER6 5TAMP. -S1-1/5a. f7E INSTALLED AND PRA6E2 PER MANUFA6TIFERS GPWIFIGATIONS. • • 1 • •--SHAU... NOT PE FIELP ALTEREP WITHOUT PRIOR fkiLDINO PEPARTM5IT AN.P ENeINEERINO APFROVAL. OfiRtroSES Willi MIN. OF 20 #2 II.F. AT /4" O.G. U.N.O. -AT ALL etwER TRUSS Lo6A-rieNs PROVIDE ru.i. MARINO tVLLTI-STtP 5uPPoRr &IRPER TRUSS ENDS -Arri6 VENTING /1505, VENTING oN oot2. USED ARE TYPI6AL (') 2" a NRP LOCKS AT OVEMANe, V' a IWOr JA0C6 OR 6ONTINUOUS RPSE VENT. SEE ROOF PRAWNS PLAN. -ALL VENTINS WED ON NET GLEARANGE OF 75%. 7.* 4:a<A 10- tataitt.WM51 • . It r 14E454 to -41`14 oe t) t2 c. 1,01L, 4rvatAti Q. tI t-IMMC C°3?-0X1tor #th �+WO, altto% Wttv Artot5e, Oicesm. fttus - tt Ok tt (z) tk ofrittif: it\wo 141'N.(1:1 OS% Oa iiitallill11.11111 NOM I • . 0110111.101.01. 1)oti:uJvotoJt • 11,10141,*01; Mtliao GOO . .. Atetoek.T. „„. 111AVT • IMMPZINIIINIM.1111111111411111 OW* 4t.411.• aver 434 1 'EVIE DE CI APP DEC City o ILDIN •. Lot,t)4.. D FOR MPLIANCE OVED 2 2014 Tukwila • DIVISION RECEIVED CITY OF TUKWILA OCT 2 7 2014 ERMIT CENTER uj liJ ILI (Si) 8 th F2 2 k..... ci z offec-44-coo 0 HEET~ 3/4" CLR> ,3/4" CLR. 4'-0" MIN. TYPE "X" GWB 4'-0"; MIN. TYPE "X" GWB rn w w SEE ELEVATIONS SP2x4 TOP PLATES LAP LICE 48" w/ (10) 16d 2x4 HF#2 STUDS 0 16"O.C. R-11 SOUND BATTS, UNFACED FASTEN TO STUDS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING NON —COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d 0 16" O.C. TO JOIST & (2) 16d EA. STUD %"(OR EQUAL) APA RATED T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" O.C. ® EDGES & SOLID BLK'G 10" 0.C. IN FIELD FLOOR JOISTS PER PLAN ----' DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING ® SUPPORTS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING NON —COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d 0 16" O.C. TO JOIST & (2) 16d EA. STUD 34"(OR EQUAL) APA RATEC T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" 0.C. 0 EDGES & SOLID BLK'G 10" O.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING 0 SUPPORTS NON —COMBUSTION FIRESTOP FIRMLY SECURED SHEAR WALL PER STRUCTURAL ENIG�EE INGSPACE 3x4 HF 2 STUDS 0 16" 0.C. 0 GROUND FLOOR OF 3 LEVEL BUILDING 4" CONC. SLAB FLOOR — OVER GRANULAR FILL 3%" TYPE 'X' G.W.B. EACH SIDE OF 'CRUSS NAIL w/ 6d COOLERS a' 4 O.C. (EDGES & FIELD) —EXTEND UP TO ROOF SHEATHING 1` 1" MINERAL WOOL FIRE BLOCK CONT. AT CLG. MECH. FASTEN TO FRAMING NOt: pill, kti Stt?thIG AT Sft#10 afits etb 660000 Uc Stk �a�b• PAPAPET IS NOT REQUIRED WHEN THE ROOF IS COVERED WITH MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE MATERIALS OR APPROVED FIRE —RETARDANT —TREATED WOOD FOR A DISTANCE OF 4 FEET (1219MM) ON EACH SIDE OF THE WALL OR WALLS, OR ONE LAYER OF I" (15.9MM) TYPE X GYPSUM BOARD IS INSTALLED DIRECTLY BENEATH THE ROOF DECKING OR SHEATHING FOR A DISTANCE OF 4 FEET (1219 MM) ON EACH SIDE OF THE WALL OR WALLS. (2) LAYER 3%"TYPE 'X' G.W.B. ACOUSTICAL SEALANT GA FILE NO. WP 3810 1 LAYERS 3%" TYPE 'X' GWB EA. SIDE 1 LAYER 3%" TYPE 'X' GWB EA. SIDE PENETRATIONS OF THE RATED PARTY WALL SHALL COMPLY WITH AND ELECTRICAL PENETRATIONS SHALL COMPLY k RIM JOISTS OR BEAM PER ENGINEERING (2) LAYER %"TYPE 'X' G.W.B. CEILING PENETRATIONS OF THE RATED ARTY WALL SHALL COMPLY WITH o'l.TRAND ELECTRICAL ENE ATIONS SHALL COMPLY WITH R Soti 1 LAYER 3X" TYPE 'X' GWB EA. SIDE 1 LAYERS 3%" TYPE 'X' GWB EA. SIDE RIM JOISTS OR BEAM PER ENGINEERING (2) LAYER %" TYPE 'X' G.W.B. 0 CEILING 1 LAYERS 3%" TYPE 'X' GWB EA. SIDE 1 LAYER %" TYPE 'X' GWB EA. SIDE PENETRATIONS OF THE RATED ARTY WALL SHALL COMPLY WITH 2-AND ELECTRICAL NE ATIONS SHALL COMPLY WITH R USG Design di' . - ' esis 43/411 UL U305 Fire Rating STC Sound Test System Thickness Detailed Description Quick DescLiption 1 hour 00 weillw rad Yei)A 50..g(USI Fire Rated Assembly, Fire Rtt... RAL-TL11-173 1141t1A��2 AW-STMSTATA 5/8" Gypsum Board - 5/8 in. thick gypsum board applied vertically or horizontally. • SHEET - 0 K :.... . I r : Li , ht Fare X G , sum P tI tig sly to StMo aI ¢f5 1304J. (0310%sruic). kc kzlkck:+st Tiot0f, tl�ie1T CAI Vrtky (UM kr'a Opt, tivici - tileavii? xl 00 lit 5tut? IOW eto k2-2E_ ItOettv to(LJOit•rt Dirt*�Witt orprogo rpztw. Ott *tkekusfAtE. apti lNs��c�fuEmost �luau . � �� 1 H WA' � L S �bDIO;�� "T'W1 00S. Sfc dos ��CZ, 5M' Licwtioos 4�TUl. tlNlts, 2x4 MUD SILL W/ 36" 0 A.B. 48" 0.C. P.56 FIRE MANUAL GYP SYSTEMS GA FILE WP 3370 1 LAYER %" "X" GWB APPLY PARALLEL/ OR RIGHT ANGLE TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART W/ 6d COATED NAILS, 1743" LONG, 0.0915" SHANK, Y." HEADS, 7" 0.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES, HORIZ. BRACING REQUIRED AT MID HEIGHT. (LOAD BEARING) 10" STEM WALL SCW 116 ftol Oust SOUND TRANSMISSION 1207.2 Air -borne sound & 1207.3 Structure -borne sound 1207.2 Walls, partitions and floor/ceiling assemblies separating dwelling units from each other or from public or service areas shall have a sound transmission & impact insulation class (STC) of not Tess than 50 (45 if field tested) for air -borne noise when tested in accordance with ASTM E 90 or Floor/ceiling assemblies between dwelling units or 1207.3 ...when tested in accordance with ASTM E 492. GYP _ M WALLBOARD, WOOD STUDS One layer s/a" type X gypsum .. ,. oard or gypsum veneer base applied parallel or at'right` angles to each side of double r • 2 x 4 wood studs 16" o.c. an separate plates 1" apart with 6d coated nails, 17/a" long, ' shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bra ` _ _ •...._ ed at mid height. (LOAD - BEARING) NOTE: STEPPED FOUNDATION WALLS WP 3370 %CND fie% VitW Q 16--Al '. -As•Wxf (}c()cj. Q010a__.. 146 u4/ Sttr 1 HR PARTY WALL OA 'le Pas ;Its of $AGE' AC5t1A6N th'SID Thickness:_..- 91h" --- Approx. Weight 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Estimated Sound Test: SCALE: 3/4" = 1'-0" TYP. (2) 1 HR. WALLS NDTCH TOP CHORD OF TRUSS TO ALLOW 2x4 OUTLOOK TO BE CONT. 2X4 OUTLOOKS 0 48" O.C. (2) EACH 6OUTLOOKd GALV. ® 2X BARGE BOARD PER ELEV. 2X2 BLOCKING BETWEEN OUTLOOKS RAKE PLATE OR GABLE END TRUSS 16d TOENAIL 0 8" O.C. OR A35 0 16" O.C. FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 21710 STUDS ® 16" O.C. (R-21 INSUL.) xD TYPICAL ROOF SYSTEM: ROOFING PER PLAN / 15 FELT 7/16" 0.S.B "OR" 1/2" APA RATED SHTH'G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R ,41) 45' M 999 (2) 16d NAILS FROM TRUSS TOP CHORD TO SWAY BRACE (4) 16d NAILS SWAY BRACE TO 299 BLOCKING A35F ® SWAY BRACE TO DBL. TOP PLATE SOLID BLOCKING AT EACH SWAY BRACE 8d 0 4" 0.C. SHEATHING TO BLOCK R-21 INSULATION PER W.S.E.C. 16D 0 8" 0.C. SOLE PLATE NAILING EXCEPT AS NOTED ON SHEARWALL SCHEDULE 3/4" O.S.B. T & G / FLOOR FRAMING GLUED, NAILED & 1NSUL. PER W.S.E.C. (R-30 U.N.0.) PER PLAN FINISH PER ELEVATION/ 15# BLDG. PAPER OR AIR INFILTRATION BARRIER/ 7/16" OSB SHEATHING OR PER SHEARWALL SCHEDULE/ 2X6 STUDS 0 16" 0.C. 2x RIM JOIST PER PLAN R 30 INSULATION WITH 1" MIN. AIR SPACE 3/8" P.W. SOFFIT OR BETTER 1" CONT. NON— CORROSIVE VENT SCALE: 3/4" = 1'-O"RAKE/ EAVE DETAIL SCALE: 3/4" = 11-0" CANTILEVER DETAIL 12 NSEE PLA 1/2" G.W.B. WHERE FRM'G ® 24" 0.C. 1/2" G.W.B. WHERE FRM'G ® 16" O.C. SEE PLAN TYPICAL ROOF SYSTEM: ROOFING PER PLAN / 15 FELT 7/16" 0.S.B "OR" 1/2" APA RATED SHTH'G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R— INSULATION BAFFLE (CARDBOARD) EXTEND 12" ABV. INSUL. 1" MIN. CLEAR AIRSPACE (3)8d ® EACH TRUSS NAIL ROOF SHEATHING TO BLOCKING w/ 8d NAILS ® 6" 0.C. 2X VENTED & SCREENED EAVE BLOCKING, (3) 2" 0 HOLES PER BLOCK ----CONT. METAL GUTTER 26 GA. TYP. (1) SIMPS. H1 FRAMIN ' f ANCHORS ® 24" 0.C. !(TYP CO EACH TRUSS) I(2)2x6 TOP PLATES —LAP i SPLICES 48" MIN. & NAIL w/ (10)16D 3/4" T&G PLYWOOD SHEATHING GLUED AND NAILED W/ 10d NAILS CO 6" 0.C. EDGES, 10" 0.C. HELD WALL CONST. PER PLAN w *R-30 BATT INSULATION OVER UNHEATED SPACE I'Z� FLOOR 'JOI STS & CONSTRUCTION PER PLAN RIM JOIST PER PLAN !FINISH PER ELEVATION / 15# BLDG. PAPER OR IAIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS ® 16" O.C. IR-21 INSULATION PER W.S.E.C. 4" CONC. SLAB gilt 2"x24" RIGID R-10 INSUL. 6 MIL. BLACK V.B. '1kvo f• 1© •tet kiesemg cutob 4" MIN. GRANDULAR FILL FTG. TO REST ON UNDIST. SOIL w/ CO2PSF BEARING MIN. SCALE: 3/4" = FASCIA PER ELEVATION SEE ELEVATIONS FOR SIDING SPECS. OVER 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7/16" OSB SHEATHING PER SHEARWALL SCHEDULE / 2X6 STUDS ® 16" 0.C. TO‘M k oleA WE tir . } 16 d 0 16 " O. C. O R SHEAR WALL SCHEDULE EDGE NAIL TO PLATE EDGE NAIL TO RIM JOINT RUN PLYWOOD SHEATHING FROM TOP PLATE CONT. OVER PLATES TO CENTER OF RIM JOIST ADD ADDITIONAL RIM JOIST WHEN FLOOR JOISTS ARE PARALLEL W/ EXTERIOR WALL FRAMING & FOUNDATION DIM. BEARING WALL PER PLAN EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. 4" CONC. SLAB • 8" MIN. .44 4" MIN. GRANDULAR FILL FTG. TO REST ON UNDIST. SOIL w/ PSF BEARING MIN. SCALE: 3/4" = 11-0" CONT. STRIP FOOTING DETAIL 5 4-3/8" min. & 12" max. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. FINISH GRADE 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE ce 4" DIA. PERF. PIPE/PEA RAVEL FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. EXT. WALL DETAIL co — Roo EXPANSION JOINT DRIVEWAY PAVING SLOPE AWAY FROM FND. WALL CODE COMPLIANCE APPROVED DEC 12 2014 4" CONCRETE kL.AB City Of Thit‘sVila CONTINUOUS FOOTING :r1=1111.r --COMPACTED FILL II 18' RECEIVED CITY OF TUKWILA PERMIT CENTER ON FOUND. @ GARAGE DOOR 4 FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS 16" 0.C. R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB 4" MIN. GRANDULAR FILL 6 MIL. BLACK V.B. — STEM WALL AND FTG. AS PER DETAILS ABOVE FOUND. SIZE AS PER FTG. TO REST ON UNDIST. SOIL w/ 7,6Wto PSF BEARING "MIN. FRAMING & FOUNDATION DIM. EA. END JOtNT & CORNER EMBED BOLTS 7" MIN. INTO CONC. FINISH GRADE & (1)#4 R/F BAR HORIZ. © 10" 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE co FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. Lll (r) 8 .§4.0 DE g tutb14 1111) °"tmi EZ Cl< —11 -z _C) t4 4 s c.C\ ~SHEET (/14//i( © titoCa toitim INTERIOR SHEATHING AS REQUIRED ?Lim > FLOOR SHEATHING SHEARWALL PER PLAN 2X CONT. BLK'G DBL PLATE AS REQ'D PLACE MST STRAP TIES HOEDOWN PER PLAN FLOOR JOIST OR BLK'G 2 JOIST BAYS to( to it a �t�Q.ti ' 1 EDGE NAILS PER PLAN -. EDGE NAIL PER SW SCHEDULE PER PLAN PLACE FLOOR JOISTS DIRECTLY ON TOP of HEADER 1 ROOF SHEATHING PER PLAN NAILING PER SHEARWALL " -f1 SCHEDULE, TYP. ! 3/4 T & G PLYWOOD SUBFLOOR PER GENERAL NOTES - - - "_,,u" i���__ f - - " 16d 0 O.C. 6" L _ � :iiI:i "1 _ � HEADER PER PLAN 1 JOINT OF SHEATHING CONT. 1 I ! � *WHEN FLOOR JOISTS ARE PARALLEL TO EXT. WALL /���//�//� /• /, /�/. //��/ �.,, i.�1 �/ /�/ l �/ "�/ � FLOOR JOIST OR BLK G , i TO TOP PLATE `LEG �� :ill �Jj�(� 6M ROOF FRAMING PER PLAN 2X LEDGER W/ �= i CONT. BLK'G (1) HGLBA BEAM '�\Q41• 'ice /, ,;4114 (2)- 16d EACH STUD toot SHEARWALL 2X SHEARWALL PER PLAN • SEATS FOR FULL LENGTH HEADER flA ,: t(1 Lw i oI / st SIMPSON FASTENER ',109 ' lug ifai- . 0(404 - U ' itikilf kcal.- Of ri. ti PER PLAN PER SW SCHEDULE (A35 0 INT./ L1P4 CP EXT, WHEN INT. Ittr PI t y AND EXT. ISHEAl1NG IS REQUIRED) #3 TIES 0 4" O.C. FOR TOP &BOTTOM 18 OF CONC. WALL- THE SCALE: 3/4" = 1'-0"CONNECTION AT LOWER ROOF 2 SCALE: 3/4" - 1'-0"SHEAR TRANSFER DETAIL 3 SCALE: 3/4" = V-0"INTERIOR SW 4. . SW PER PLAN DBL STUDS Cat wu. 10d '., 4" 0.C. " ; �1r— , 6A-.) tiad, NtgAA. y� • BALANCE OF LENGTH 10" O,C,,..,,,,..,_.....„6\,... (3) #4 EVENLY SPACED TOP el...V:ft: it) IA. AND BOTTOM OF FOOTING PLYWOOD SHEAR PANEL z co � #6 DOWELS 12' O.C. ALTERNATE SIDES EDGE SCHEDULE NAIL PER SW MST PER PLAN L P, " 1 ! I l l l i .�•. 4" CONC. SLAB FOR HOOK 10" • ' • < .. 16d NAILS FULL HEIGHT - -���� Ve OF STUDS SAME SPACIN ---- DBL 2X STUDS _ _ (10} 16d NAILS 11rw��{r� i.� i. V' 1'. �t G+i +,—. ,— ^ r/ (2) SIMP.ONE OF DBL M 5 Ito EACH SIDE JOIST OR BEAM PER PLAN ' AS EDGE NAIL PER SW SCHEDULE ww nrrM•c„M+...i.rpp (3) #4 EVENLY SPACED TOP k ;.v..k.wre.. r-,-a a,, ,.,Rcreve ►tra zzi'�m^.ev a r�ss+c�i AND BOTTOM OF FOOTING C2�� 0 1'_0" SEC110N {� PLYWOOD VL 12(C4t, CODE BUILDING REVIEWED FOR COMPLIANCE APPROVED DEC 12 2014 City of Tukwila DIVISION _ �° 1 2 tads r S Ii 0 O.C. ALT. TOP • 3„ J CLEAR WALL FRAMING PER PLAN . #4 12" & BOTTOM SCALE: NTS =1'-0"GARAGE CONC. ' WALL AT FRONT 1 SCALE: 3/4" =1'-0„ SW STRAPS AT CANT. 5 SCALE: 3/4" =1'-0"DBL STUDS © PANEL EDGE 6 (eit Al VEVA, --- ed p� 2 WAIL `jC_'.-- 2 X 4 CONT. TOP RAILetz _ 11 n�� „ 3/4 PLYWOOD _w/ WEATHERPROOF �� s MEMBRANE SLOPE 1/4" IN 1 --0 FOR DRAINAGE �� , a _ .— + , i - tl ,. 3/4" PLYWOOD w/ WEATHERPROOF '_ " MEMBRANE SLOPE 1/4"IN 1 0 FOR DRAINAGE REQ'D DECK SURFACE EXCEEDS ABOVE FIN. WHEN 30 GRADE CERAIN)DAR BEVEL T(CLEAROSHEDC z b I 2 X 2 CEDAR BALUSTERS SPACED TO PREVENT PASSAGE OF 4 SPHERE 1 X 3 CONTINUOUS t\ UN ()"1 L. Q . ttu �' fa thitaktd tt MtIJ. ` a 5 icsc(c. ft - Ut , 9Veo. eim, bum. X — TOP & BOTT.( CEDAR 4 X 4 CLEAR CEDAR DECK JOISTS �, ,. 2 X DECK FRAMING BOTTOM RAIL �; 5663 -EGI 1 I . `� 4 X 4 CLR CEDAR POSTS Q. 6' 0/C (MAX). BOLT TO A SINGLE DECK �► P.T. 2 X SOLID BLK G • SOLID 2X BLOCKING A B/W JOISTS . y ',Si'ATEOF III ...10 FdltdGT0�1 k , �;'MO 1 JOIST ON BOTH SIDES OF POST ° ALL DECK . MATERIAL(S)•0 I W/ BOLTS. 1/2 0 X $ LONG . (2 EA, POST) ALL W/ BE GALV. TO CONFORM WITH I.B.C. JOISTS HANGERS COMBINED PRESSURE TREATED. WOOD TO HDG GALV. W/ FASTENERS . PER ASTM A153 .in 3/4" PLYWOOD w/.WEATHERPROOF MEM FOR® DRAINAGE RANE PE 1/4" IN 1'-0" o " N �� �, °�...„...„,--- SCALE: NTS = 1'-0" DECK RAILING DETAIL B • SCALE: NTS = 1'-0" CANT DECK DETAIL A SCALE: NTS = 1'-0" CANT DECK SECTION I 7 tztoo 1141utd f (pave ka,uepfi tiO. tad eN Oteit6e, t pa. ID 1 BEARING WAL ER L n OPEN RAIL PICKETTES MAX. CLR. 3-15/16" PROVIDE CONTINUOUS I.B.C. 509OR.3 F... PERK io WATER HEATER rr����, `��1 2x P.T. MUD SILL w/ 5 8" DIA.x10" A.B. G� 36" O.C, w/• ' j" .yeWASHER y . 4--3 8 min. & 12 max. � EA. END JOINT & CORNER EMBED 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER HANDRAIL Fw/ M o STAIRWAYS 4 OR 12I Q _ w HEATER AND ACHORED TO THE WALL o MORE RISERS A5 PER A35 EA. o z LB.C. 1006.9 �` EACH 0 E OF STRINGER EXPANSION JOINT DRIVEWAY PAVING- 4" CONCRETE 4�� J SLOPE AWAY FROM FND. WALL --, THICKENED SLAB 8"EDGE z o z 1 /2 ,/ " G " Vte BOLTS 7"MIN. INTO CONC. 4" CONC. SLAB ¢ w RAISED PLATFORM WATER HEATER .. ', • T , �;�::., :' : �_,,;" r •, •::.• .: c ; ' .. .•y .' ; ; , , • , « "s•'„',•..,: a A co 1 / 7 � 2� NOTE: 1 2 GWB / w/ i f I SECURELY MOUNTED ^ ^ - 1 =11=11= I II = , "•.'.:•'• ,'` ��` � e .:'•• �'i•• . _. __, -II=i t 0 ' MPACTE 1�- _ FILL `Q �` i ?' FIREBLOCKING REQUIRED 6 MIL. BLACK V. ------ - - FINISH FLOOR ALONG STRINGER ABOVE 1 vE BETWEEN EACH STUD z I •• I• �'�,�; :•1 ,-• ..• II • • r� 2X4 SOLID FIREBLOCKING CO � MIDPOINT OF EACH RUN 0 /BOT. :�, •` �. _ —:11= J _.� , 1Iq 1,, - , , • rri; , 0 - __ ,_., _, _ --11r-';11 " __.._ 1� ^'I _----- ----_ .._ .. ___.. _.._ .-.____.. -- -. ._ _.._...----.. _.. _...._ ... ..._ ......- ------ .._ — .11— - = =� ' I __ _. _ ... -.. __..._. e,, (31 2X12 STRINGERS O.C. MAX..-------- z 'n w yr � /1. ..__...____-_16' - CITY__OF_-T-UKWI RECEIVED LA CONTINUOUS FOOTING 2 f►). {� - _ _ - - t 1,'� II ,,1 2x STUDS f" x 2i" SCREWS _ • ... ,,+.. 4' MIN.... GRANDULAR -. 7 _S i ,. � � FILL 16d C� 8" O.C. (2) #4 R/F BARS CONT. n�'' 2X4 THRUST BLOCK OCT 2 7 FTG. TO REST ON UNDIST.0. BLOCKING 2014 IMOSOLID 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER PERMIT ° a" µ CENTS: SOIL w/ • 11914 BEARING 0 PSF N. LAI HEATER AND ACHORED TO THE WALL. SCALE: 3/4" = 1'-0" 1 i :: w FOOTING DETAIL 11 514eK fOrftlikVa FOUND. ©GARAGE DOOR 8 SCALE: 3/4" = 1'-0" W. H . SEISMIC STRAPS g SCALE: 3/4" = 1'-0" STAIR SECTION 10 W J F-- W (r) L d. z z 0 V J l z �' Ec0 11-1 a• W � LIG. lZ O < N O— LD 0 9 co co c3 ^'SHEET'