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Permit D14-0281 - BOULEVARD TOWNHOMES - NEW UNIT C
BOULEVARD TOWNHOMES UNIT C 3730 SOUTHCENTER BLVD Di 4-0281 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: httD://www.TukwilaWA.Aov 0043000197 3730 SOUTHCENTER BLVD COMBOSFR PERMIT Project Name: BOULEVARD TOWNHOMES UNIT C Permit Number: D14-0281 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 A NEW 1883 SQ FT TOWNHOME WITH A 367 SQ FT ATTACHED GARAGE AND A 30 SQ FT COVERED DECK Project Valuation: $251,058.07 Fees Collected: $9,029.56 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No c Permit Center Authorized Signature: 4e• Date: I ' 0-1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and aons attached to this permit. Signature: Print Name: f'./`r✓'(, S k ia6k-F--- ILA Date: 11 301 1 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 or the Department of Community Development Director 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 Planning Division (Jaimie Reavis, Project Planner) prior to start of work under this permit. To schedule, call (206) 431-3659. 18: 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, and how landscape irrigation will be provided and paid for to ensure the plants are maintained in a healthy condition (i.e., how will the project ensure these areas remain lighted during nighttime hours, how will payment for lighting and landscape irrigation within common areas be shared among residents, etc.). 19: 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 or before the time of the inspection of exterior finishes. 20: 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. 21: The specific type of patterned pavement used to delineate the pedestrian pathway, to consist of a different color pavement, texture, and/or pattern shall be approved by the Planning Division prior to the start of work on the courtyard. Please provide information on the treatment that is proposed. Depending on the design of this area, a revision to the Public Works permit may be necessary. 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: 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. 26: 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. 27: 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. 28: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 29: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 30: All wood to remain in placed concrete shall be treated wood. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 33: 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. 34: 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. 35: 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). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. 38: 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. 39: ***MECHANICAL PERMIT CONDITIONS*** 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: 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. 42: Manufacturers installation instructions shall be available on the job site at the time of inspection. 43: 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. 44: 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. 45: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 46: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 47: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 48: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 49: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: ***PUBLIC WORKS PERMIT CONDITIONS*** 57: 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. 58: 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. 59: Any material spilled onto any street shall be cleaned up immediately. 60: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 61: 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. 62: 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. 63: 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. 64: All double check valve assemblies shall be approved by the State Department of Health. 65: 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. 66: 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. 67: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGYEFFCERT 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 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 TUK, LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.zov Combination Permit No. Jl H-04 l Project No.: Date Application Accepted ").- Date Application Expires: 2— P 4 (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 King Co Assessor's Tax No.: 0 U 143 000 I g Site Address: 312.G SOv0-1-lCeo-IQ,Q, bled 4 un t+ C) Kw; IA-1 W 9V/98 PROPERTY OWNER Name: q L 1 S6v2 Address: 2 3` p 1 Z $1 h F' — S €C. City: ge He State: td A Zip: qg o5 CONTACT PERSON — person receiving all project communication Name: O m tea TA 240 1 Address: 4 (0 L tA1C t. S► S, City: Kr =k\ctnot State: l� IA Zip: 98o33 I Phone:2Oo22c�7O0% Fax: Email: OM Ied€Orl Aa1rxOt ties . co tk-k GENERAL CONTRACTOR INFORMATION Company Name: Address: T b \J City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: 2.A N prL ►o TO h A sot) Architect Name: 10 0 'TA\ I.\ SO N Address: ' g fool z, _ A V£ 0 � City: s N O2.-cL 1� 1 N State: up q Zip: 1$ 177 Phone: zoo 5q‘,2Z88 Fax: Email: ENGINEER OF RECORD Company Name: gA a ti Y�US tJ N y t >7 2 e it, t� 1 Engineer Name: 1 S -t R....Address: / me iS 7 2 A. V 5 City: K ilu-r state: kJ 4 Zip: 98032 Phone: g2sz5/622 Z Fax: g2S2S)8 ? Email. e-oa-A. asacir(63betrgh41,SeA, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1927.095) Name: frie- Address: �a W .' 14eragoouC City: State: Zip: H:WppiicatioroWocnts-Applications on Line\2011 AppiicationslCombination Permit Application Revised 8-9-I1.doax Revised: August ton bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 103665 GenS+ruci-- a iecJ 11-0we)honne, Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement *al —7 l' floor —1 6 2°d floor® 1 S O Garage 15k. carport (01 Deck — covered a uncovered ■ 0 Total square footage 2 Z ao Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinlder 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: Q O Value of mechanical work $ 2 SO 0 • fuel type: 1 electric ❑ gas 67 furnace <100k btu 2 appliance vent __Y._ ventilation fan connected to single duct 6 thermostat wood/gas stove / water heater (electric) emergency generator other mechanical equipment PLUMBING: Value ofplumbing/gas piping work $ t, 4/00. d o 3 bathtub (or bath/shower combo) bidet 1 dishwasher floor drain "1 lavatory (bathroom sink) I sink water heater (gas) 1 lawn sprinlder system clothes washer shower water closet gas piping outlets H:V1QpliutiamWmms-ApplicationsOn L ne2011 ApplicationstCombinetion Permit Application Revised 8-9-11.docx Revised: August 2011 bit Page2of4 PUBLIC WORKS PERMIT 1NFOR. _LION — 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 ❑... R ❑ ...Letter of sewer availability provided SEPTIC SYSTEM: ❑ .. On -site septic system — for on - SUBMITTED WITH APPLICA N ❑ .. Civil Plans (Maximum Pape •ize ❑ .. Technical Information Report tone ❑ .. Bond ❑... Insurance on c system, provide 2 copies of : current septic desi RK BOXES WHICH AP ' Y): 2" X 34") age) ❑ .. Geotechnical Repo 0... Easement(s) 0 .. Maintenance PROPOSED ACTIVITIES (MA ' BOXE ` THAT APPLY): ❑ .. Right -Of -Way Use - Potential ; isturbance ❑...Co ction/Excavatio ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control C c Yards C . c Yards ❑...As: Idon Septic ❑... C k Cut ❑... Pav-+s -+'t cut El...Looped ' L. ❑ .. Permanent Water Meter S' -I " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ... Work In Flood ... Storm Drainage ❑ .. Renton Hold Harmless — (SAO) Hold Harmless — (ROW) .. Trench Excavation ..Utility Undergrounding ..Backflow Prevention - - Protection " gation " D . s estic Water ❑ .. Sewer Main Extension Public 0 - or - Private 0 ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: number of public fire hydrant(s) Name: Day Telephone: Mailing Address: WATER METER REFUND/BILLING: Name: Mailing Address: City State Zip Day Telephone: City State Zip AAAppliatiom\Fmms-Applicmous On Lioe\2011 Applicationstcombination Permit Application Revised 9-9-11.dacx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTE .PPLICABLE TO ALL PERMITS IN TH PPLICATION — j 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 OWNE AUTHORIZED AGENT: / Signature: Date: 8/2 d/ /Y Print Name: (2 P wok: Day Telephone: 2 b(Z 19 70 0 Mailing Address: VO (,/Qk .5 % S Yirtia,46/ GJh 78033 City State Zip H:MppliotionaNFotms-Applications On Line\2011 Appliutioni Combieuioo Permit Application Revised 8-9-11.doac Revised: August 2011 bit Page 4 of 4 CORRECTION Approved 0�2 4-1---b 100Z-8 Last Revised 01/01/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME BWb - ITX)m-tatIS 11 PERMIT # NIA '02-8 t Viso SovTN r 5WD. ) If you do not prowa 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 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements SOb" 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) $250 (1) 6,o . oO `WA` / . 1006o/¢,0.0 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards ZS $ / ZS Use the following table to estimate the grading plan review fee. Use the eater of the excavation. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101— 1,000 $37.00 1,001— 10,000 $49.25 10,001— 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 s1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 151 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $J 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 AppIicant's action or inaction shall be charged 25% of the Total Plan Review Fee. RECEIVED CITY OF TUKWILA OCT 272014 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ - (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee Approx. Remaining Years Pavement Overlay and Repair Rate (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. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 15` 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 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 15` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) (9) Approved 09.25.02 Last Revised 01/01/14 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 A 1 11. ADDITIONAL FEES A. B C. D. E. F. G. H. I. Total A through E Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Allentown/Foster Pt Water (Ord 2177) Allentown/Foster Pt Sewer (Ord 2177) Special Connection (TMC Title 14) Duwamish Transportation Mitigation Other Fees DUE WHEN PERMIT IS ISSUED $ (9) $ 0" se Total A through I /OM (10) (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) I installation Cascade Water Alliance RCFC 01.012014-12.312614 Total Fee 0.75 $625 . $6005� $6630 1 $1125 _ _ $1012.50 $16,137.50 1.5 $2425 = -_ . $30,025 $32,450 2 $2825 z: $48.;040 $50,865 3 $4425 / $96,080. $100,505 4 $7825 / $150,125 - $157,950 6 $12525 / • $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DEVELOPMENT PERMIT FEE R000.322.100.00.00 0.00 $3,033.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE i9$.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 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS 43 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 78.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $178.08 4-0219 UTI 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: 5z 00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS_ 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 CISYSTEMS Cash Register Receipt City of Tukwila 734S©UTHCEI TECHNOLOGY FEE" BLVD Apn:0043000197 7112.19� $161.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $161.71 DEVELOPMENT " $Z 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 PURuc WOR $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 D ELOPMENT $2,76560 PERMIT FEE R000.322.100.00.00 0.00 $2,761.10 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 ANICAL $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 PUBUC 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 CRIOVSYSTEMS Cash Register Receipt City of Tukwila 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 Less 000197 DEVELOPMENT $2,986.03 PERMIT FEE R000.322.100.00.00 0.00 $2,982.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL 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 17616 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4391 R000.322.900.04.00 0.00 $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 CA/SYSTEMS r %L4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $7,267.28 D14-0279 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 D14-0280 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $1,783.67 DEVELOPMENT $1,783.67 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,783.67 D14-0281 ' Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $1,794.72 DEVELOPMENT $1,794.72 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,794.72 D14-0282 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $1,938.37 DEVELOPMENT $1,938.37 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2934 R000.345.830.00.00 0.00 $1,938.37 $7,267.28 Date Paid: Tuesday, August 26, 2014 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9775 Printed: Tuesday, August 26, 2014 10:06 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit big -ozei PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: Ty je of Inspection: A dress: 37 30 SngCC✓n >th Date Called: Special Instructions: Jin C. Date W a e /7 /% m. Requeste . Phone No: Approved per applicable codes. u Corrections required prior to approval. COMMENTS: Inspector: /41) Date/ / 7/ / 7 REINSPECTION FEE REQUIRED. Prior to next insp ction. ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cre INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. - 01,8 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 oject: '10xll ici/otIt2'1, Tiad!-i 'ME Type of Inspe Lion: (rLA 2 J Address: 3/30 SA,r►kuuT62 Date Called: Special Instructions: r ` �/N� Date W to ! % m. p.m. Reques r: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: I ns pector:A Date:8 I /l 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 IN TION 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 11)114- 62.51 oiect: ULedernb 1;Zatioo TyRe of Ins ction: r C /Q,J6 JA)SUL Address: 373° SrryCF C' !Lib Date Cal d: Special Instructions: Date W t d: Reque er: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A C Date:Os/ ? 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 l A s 0ze 1 INS ON 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 oject: W(A /C JAi i S Type of Inspection: »1I CJ4 AI L :41. Address: 37.., SujCf 2 I&-vb Date Called: Special Instructions: 11o„ C vReque Date Wi I :m: No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Ail." Date: 5 r17 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 1b)14- azs I Project: Type of Inspection: Address: 373v c.imiceorre ate Called: Special Instructions: .VNfr n C. Date n/ / 7 a:m Reque er: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:�/� Date: 8 /_ l? 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 IDiq -dZ& 1 P oject: �+ Get/ i2D IvAk GN163 Type of Inspection: kor 1014.- iriAL- Address: 373o Sftforgarar Nab Date Called: Special Instructions: / 4) ir C. v Date Wanes is 1 i• ' �'Rf Request .. Phone No: Approved per applicable codes. L._.J Corrections required prior to approval. COMMENTS: Inspector: Amu...I Date: 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 1 J4- 0201 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 eject: L C4)L L YIeb 1 J/4c) ')S T e of Inspection: u11-1V 7 14Z Address: 3-7Sa l('.cl i re &vb Da e Called: Special Instructions: Date Wante ram„ Reques Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CAArce-atz 6AgrAere)2/_s Inspector: Ai Date: Q 1s1 ,7 ins a tion fee must REINSPECTION FEE REQUIRED. Prior to nextp be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 IVO- G2f3I Permit Inspection Request Line (206) 438f� SfL�Y Pro'ect: T e of Insp lion: Address: 3?30 SafflACraurat %A Date Calle : Special Instructions: (A5�C Date Wanted: 4 1.0 a:m m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: ! / lC 7 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 bx1- a28/ P ject: ft6 Al2D �/iJ%ichht Type of Inspection: / '2 w /AKU1.4-1-7C�V Address: 3730 SaIG 1v Da a Called: 4 Special Instructions: t ir. C ,l2 He Date Wanted: �O ` 7 wn Requester: Ph o. 22q zGil 7 266 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: i) A"'l Date: y/ 17 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 ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1/4- 02e 1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: &ULeUA12D "riWAJ 140VMS Type of Inspection: &Au— /AA0141 dlJ Address: 3730 SArn-1 & n e f3t-><h Date Called: Special Instructions: /Z tit Date Wanted: i7/ 7 a.m. Requester: Phone 2j °'06 '2Z9 24117 Approved per applicable codes. Corrections required prior to approval. COMMENTS: UUi9 SSiAr& /Ar t LATZQ0 Rp/l:`6 :Z " OK 7v 04cz lyAv' v1�1Sr,J�> /,c,�c,a�a rVl f S A 1 o11.2t�i Date: 117 A 7 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 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 oject: � � 12h 71.4.$4tkrtiel Type of Inspection: hiptiL &SJtAria.✓ Address: 3730 tni4erAPIZLP kid:. Dite Called: Special Instructions: corrn c/ Date Wanted , 7 ' y' Requester Phone No: ElApproved per applicable codes. gCorrections required prior to approval. COMMENTS: )P2trume_ via5 RANic QAJ caTe -' Millue kfilawrol.) stw ‘be kJ-so:mai m e brsc c. ze7,,% Baliwt 2" FLart&.cer Ar jn-clbril - 2. •"► ne Inspector: Date:4 G 11,7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (I) 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 414- 6.78 I Project: BDULEVAAti %rlld/V $f1S' Type of Inspection: 404 / CT Address: 3730 SWTJ EA)'P`R BLVP, Date Called: Special Instructions: Date Wanted: 7-.2ga7 a.m,, m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: AS Date: ,..2s REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD I Retain a copy with permit ION 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 oject: Typ of Inspectiov: Address: 3730 yt. ci- - giVd reled: Special Instructions: Date Wanted:am; 3 - zZ— 17 C Requueesster: 11 Phd No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: fillw-(K Pt61 R , d'ovick : , a2 pe/ eqc% sae- 6 >c pi, jo is7ws VI eivi asl ! 4 e_R d err 0 al.h-t h � ) hqry ride_ c 1 t,fktde' J %�c.) ,s 6 s1--a gig to, 1/4Q 4-6s l c. h 1 r fit //tG KQ (es- 'Q ki(ec, Ve -fl e a/Q6/em 1cP i. 144 ( Q rr crrn 44 — ✓ r Coal fGr rem bif Inspector: r...c/ Date:3 `2.2.„/ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 'cc INSPECTION RECORD Retain a copy with permit 11 —b 4 n I s ON NO. 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: �tA [e var# ' .,l T of Ins on: l'c o ` N Afied yt, ;U ff/Vd Date Called. hsC� Special Instructio: Date Wanted: 3 - 7i2 ' � 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Data --Z-Z _ / 7 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 INS ION 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 Ibitt -Nor ,2P ect: ut.EIArfu Vic+ llowie.S T p of Inspection: t<614-- id ) 81il6- Address: 313:2 Die&1 2 i Date Called: Special In ructions: ����,, e Date Wanted / /0/ 7 a.m. Requester• Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:/ Date/ /0 7 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 -o29, Pr ' ct: 1 ev ei i Icw T e of Inction: S b4g luehe AV54/14na j Address: 3730 5 & Date Call d: Special Instructions: Vida- C y Date Wanted; /Aa.m. Requester: Phone No: Approved per applicable codes. OCorrections required prior to approval. COMMENTS: ,{ f a,— 126Av eAAicatx-b ezto-ritAabg's ICG4weST Inspector: Date: 9 / /(, 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 INSPECTIS' NO. b((-o2 4 ( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 goo 1 �3670 Permit Inspection Request Line (206) 438-9350 (( f(g7 'ect; 6Wk k u&e of Ivectign: �-�i" Itvat (! 4TypPr dress: 730 sov1Ci K(Jd # ate Called: Special Instructions: f'M Date WantRd: l' frZ 7 -145 a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: (c- Date:if 2,8_r tcx 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 ECTION 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 Ptti-QZ2/ Pt,�j tt:t� i6" � II��,`"'VV Type of Inspection: Surma & ccrei Address: 37 3o S`t,�. r t3(va Date III d: t✓ 44 Special Instructions: / /`� ' i� ec{ y WG(rl f 4 -1'� (,re-5� Date Vitri. aa.m VO p Reques�stterr:1� Phone No: EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F-C `� INSPECTION RECORD Retain a copy with permit ECTION 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: //'� �� t�� K°4'`� Type jof Inspection: � COS1l4. n V �� fral Address: 3730 .Stot ..cfr 6N01 Date Ca� Special Instructions: jAce 9r �' 1 q- ,,AA ' 1N' Mal (s DateWanted:a.m. �7/(� p.m. Requester: Phone No: _ Approved per applicable codes. Ll Corrections required prior to approval. COMMENTS: P/1 Inspector: ALQ Date: v 16 C 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: '10 Type of Inspection: G ypsut,v, WV, La w. Address: � �� g � �� 3730 SO Date Call Special IInnstructions: 4 Hp.k� y. rf 7 Lk ((S Date Wanted. an(� `�.� a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: P/A Inspector: Date // ! 6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 pl`�-°mil (206) 431-3670 Project: — �'L�'&Y Typ f InspCO(tc f S1� r 1{„`g-- 1� Address: 1 3730 S�fk 6(Yd Date Called. Special Instructions: hao DateWantedy` �� a.m. i2.: p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ezc pf- cItcdr - vklo km —a- #-4-s Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rc INSPECTION RECORD Retain a copy with permit SPECTION 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 01- 2-; ( pc: tipl'�o v�K1 Type Qf Inspection: G©U�c:C S is Address: 730 uft`ck 4(va Date Called: S ecial Ins uctions: n 44 Date anted: a.m. — I R'—ir p.m. Requester: Phone No: Approved per applicable codes. Ll Corrections required prior to approval. OMMENTS: I' (� ..7-(A-ferCd r- CSC ThO'T Inspector: Date;. `( q ` (_ 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 permi 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 NY4o27 Project: ,,.��,,QA 304.6e / _ Type of Inspeccti n: r 3750 sel.t c_f `" 1 �' f e/ Date Called: SpecialA�,Instructions: 4/91 Date Wanted- a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r(h 6c( tttc`th--eAev.Qa es Qfrkd fookqD fr vh'e— ln6V' Gti r tn I 1fut‘0+ of\ 3(1 Inspector: ror. Date` 1 4 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 pry-a-4 f ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project -d (Addre 0 Type of Inspection: :Ya- bS �'''l..i, (�J JJ C ss: 17)e) l tiv c-tv 5 (1%d Date Called: ✓7 pecia1 Instructions: A44 Date Wanted , 5- 1'1 ' 0.- a.m. p.m. Requester: Phone No: Approved per applicable codes. ©Corrections required prior to approval. OMM Inspector: Date:g u REINSPECCION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ImpINSPECTION RECORD Retain a copy with permit IN ON N - 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: r a idh Tyke of in t€ Cot ,c)O � Address: / -,1 o rd uili`- 1r e �l l tl ( Date Called: Speclai Instructions: 1.04 Date nte�: `J. a .m. P.m. Reques er: Phone No: Approved per applicable codes. Q Corrections required prior to approval. ©MMENTS: roil* r b4,1(� Inspector: Date: I_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rowRetain a copy with permit INSPECTION RECORD Pr t-oz$I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro : To tot 6 14,k_ed Type of Insp do : . Lk dress: fr37�0 4o Cr. & c ad Date Called: Special Instructions: �J�/I Dot Wanted: i. S_�J a.m. p.m. Requester: 'Phone No: Approved per applicable codes. rrections required prior to approval. COMMENTS: Inspector:(........E_____ °�- zs- Is REINSPECI'ION 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 INSPE TI N 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 prK-a7A I Project: , , ," Pe}1'`ro ti I ldoko Lvl i I Type of nspec>on: rc/o f roi Ad ress: 37/o c04Gfir.6(41 4 Date Called: Special instructions: phi Date W nted: 3-((-(r a.m. p.m. Requester: Phone No: Approved per applicable codes. ©Corrections required prior to approval, oM>utENTS: erg Inspector: Date3 REINSPECT1ON FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cott to schedule reinspection. INSPECTION RECORD Retain a copy with permit P(Y-Qzbr PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pro Type of to ,ctlon: 7'Ackl3 0 5, C 3Special d � Date Called: Instructions: A_' Date Wan 3- -(3' a.m. p.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cAtc0 (sect br 62(4- inspector. Dae ( 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 P NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project (�i4.rn t. Type of 1 spect�n: 1're.. fc rest: c,, 710 5o. * 66�+ Date ed: t Instructions: ,Ut Date Wanted: .� ($ - a.m. p.m. Requester: Atone No: glApproved per applicable codes. COMMENTS Corrections required prior to approval, 1Inspecor QREINSPECT1ON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RE - RD Retain a copy with rmit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: `—r— I caw r 1 , J�- < Type of Inspection: . Q CA v v ,— c( - '— *,-,,. Address: Suite #: -7 3 0 ` C / e4 Contact Person: Special Instructions: Phone No.; Approved per applicable codes. ' I Corrections required prior to approval. COMMENTS: /-V i` ;SS 4. kr& j20,0te /t4- r S/i/ * p f oo r ,/\s-c,/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: % J�2l,,c3 Date: 3f ,7 // -2 Hrs.: 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION„RECORD Retain atcopy with peril* PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project- 771 11 V (j)-)-‘, --Type eAfri_e_ of Ins ion: Address: Suite #: 3 3d fr 1 Contact Person: Special Instructions: Phone No.: `proved per applicable codes. riCorrections required prior to approval. COMMENTS: • )i u- -61 uak lOpte-ev--ec) J 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 7s-h a q- _ Hrs.: $100.00 REINSPE ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance rtment. Call to schedule a reinspection. ty pa pe Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 b 14 02 'CS 12012 Washingtr"n lists KEnergy Code i IECC RECEIVED OF TUKWILM AuLi 16 2014 PERMIT CENTER a1_,a EVIE• ' Ceils,IRpVEDNew Occupancy: tSingl H gif lPl Gas / Heating system: Force o TukwitiPat CityN titCliSieft4 , ...1- ►i Prescri • RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM '69414 iJovoi UtutD ions given or fill in blank New Conditioned sq. ft.= uiiding ►' Addition 0 Remodel 0 Family 0 Accessory Bldg ❑ Duplex ❑ ii ❑ Electric fa Propane 0 Air ❑ Room Heaters 0 Radiant ❑ mp ❑ Existing System 0 Other. g Equipment Size (pg.4) Btuh / KW < PLANS MUST REFLECT ALL OPTIONS CHOSEN > Total number of bedrooms in building: _,_____ Other: Hydronic 0 iiA.wAA• �„",,, ..a�,.;..a r,.,,,...�_Frorr�ati hccttrlasl R402,i.1 tive C� NOTE: Energy - - credit (EC) options may affect element values O. flirt % floor area Unlimited EC option la EC option lb EC option lc se U-V Vertical 0.30 0.28 0.25 0.22 nlitnial Ilea. L /1M wr moa any A.........-..,.....,- ----... _, Wall? Below Grade Walls` Floors Stab on grade slues Ceiling Insulation Overhead attic vaultedb Above Grade interior exterior R-38 R-21 Int. thermalnb R-10 R-30 R-10 0 50 R-49 or R-38 ADV " " R-38 R-10 Full 0.50 "„ "" "" "" R21+R4ci R21+R5ci "" R-38 R-10 Full 0.50 R-49 R21+R12ci R21+R12ci "" R-38 R-10 Full 0.50 R-49 ADV laced footnote a openings me udes all windows and doors. Intermedraie tram+ng requir s headers to be msu emote 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 (a),OR R-13 bait interior with R 5 rigid continuous insulation (a). ^ i t t!i(complete sheets 3 and 4 for compliance) Target Values Proposed Values T= U-Factor 1 Toi.ai UA Equiva en co p Openings U-value Ceiling Insulation Walls Below Grade Walls Floors 0.029 Slab on grade 0.54 % floor area Vertical Overhead _ attic vauited 0.026 Above Grade 0.056 interior 0.042 exterior 0.064 15% 0.300 0.50 0.026 1 1 i Lit LGti '(Mc. SIZE: 1C3 cfm hrs / day (see pg. 5) (if box not checked, fan specked to run continuously) Fan sone < .0 or inline 4 ft frzzm 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.= 1 `C)"1 cfm Energy Credit Options 2 limits max ACH WHOLE HOUSE VENTILATION SYSTEMS Check the "whole house ventilation system" that will be used 1 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 ❑ 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 system" designed in compliance with IMC Section 403.8.10 LOCATION OF WHOLE HOUSE FAN check box if fan is connected to 24-hr timer to operate AIR LEAKAGE I 1401 (AA' 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 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 Wail Slab 3.5• Below Grade Wall Slab Below Grade llV Muiltiple slab / below '(provide additional shee average_ PROPOSED CODE ALLOWABLE type?Framing Mr/ Stil , M value* U-Value" Area UA ,' , c,n 'tc-1 2lbC v. r 1j() • 09.04' r 'jc 6t 1 1,1(( 9) i1 0 . ifi /f. ✓(4 . .051 4 . L40,0 le (length) ells (0-2 ft) .5 ft length s (2-3.5 ft) •7 ft length s (3.5-7 ft) '7 ft length ►alis (>7 ft) rade walls i to document .0 2 I Ott (1At . c . 9.7...ft. 44. v f value= ft. f value= ft. f value= ft. calculation of Total _ Jill average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: U-Value Area UA 0.026 15% flr area actual area 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 0 option la: reduce 5% { ('option 1b: reduce 15% nopbon lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential • indoor Design Temperature Outdoor Design Temp T tea"11 Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) =i Conditioned Volume (floor area X average Hoot 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 Buildino Defian Heat Load x 1.15 or 1,0 ( )=1 Btu / Hour Use 1.15 it ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 ff ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heatino Equipment Output Minimum Heating Equipment Output X 1.50 = projects shall be sized in accordance with ACCA Manual S or equiv. 70 City: (Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on • a e 5 'l e 74 I Average floor height = ft etutuJtuk 116 other fuels Btu / Hour Convert Btu/hr to electric KW: Btu + 3413 Btu / Hour electric 2'J�( l 411 Btu / Hour Btu / Hour r1 OtOt KW KW KW KW KW A(;11t.0 •.. 'rutatio''! lc, t 4 su,i tfi•!:' i.1i: :lect`>.'nici-.:' th ;iti .. 2012 Washington State Energy Code / IECC RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM 10(4 count Oat -- Applicant's name t; I ti itjlyU/J1i0 l(' ;a select applicable item from options given or fill in blank New Conditioned sq. ft.= 2 j 1 I - — , Job type: New Building 'a Addition 0 Remodel 0 Total number of Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 bedrooms in building: Heating fuel: Gas / Oil ❑ Electric fil Propane 0 Other: Heating system: Forced Air 0 Room Heaters 0 Radiant 0 Hydronic O Heat Pump ❑ Existing System 0 Other Location of Heating Equipment Size (pg.4) choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > fiance' Zone 4 Marine (wood framed twiIdings) R402.1.1 NOTE: Energy ---� credit (EC) options may affect element values Btuh 1 KW Prescriptive Comp . Openings' U-Values Ceiling Insulation Walisa Below Grade WaIIsc Floors Stab on grade 96 Soar area 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 wi thermal break R-10 R-30 R-10 EC option to 0.28 t) 50 "" "" " " "" R-38 R-10 Full EC option 1b 0.25 0.50 "" "" R21+R4c1 R21+R5ci "" R-38 R 10 Full EC option lc 0.22 0.50 R-49 A0V R-49 R21+R12ci R21+R12ci "" R-38 R-10 Full ......,.t..-:,voeJar to hp Insrr►atrad footnote a openings lnGUdes all w►ndows aria doors. m[vrr►anwuro umrmy rvya."v.. __ ..._-•---- footnote b applicable only to single Joist or ratter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous insulation (a), OR R-13 bait interior with R-5 rigid continuous insulation (cp. f'—f . r-__, _.. l "r..�..1 r w c�,...G..�lont r►mm�liance tcx�meiete sheets 3 and 4 for compliance Target Values Proposed Values I AIR LEAKAGE 1 U-rdcwl l 116/La1 VA L jW W%amt.ow. vv.".r+•.�...__ .-----,----- Openings U-value l 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 a WHOLE HOUSE VENTILATION SYSTEMS I Check the "whole house ventilation system" that will be used 53 whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6 ❑ 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 1 VIAQ 5): IMC Section 403.8.9 0 Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 cfm LOCATION OF WHOLE HOUSE FAN ('� ,mc. SIZE: r9 FAcheck box if fan is connected to 24-hr timer to operate hrs 1 day (see pg. 5) (if box not checked, fan specified to run continuously) Fan sone < .0 or 'nine 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) 160 min.= (4 cfm Energy Credit Options 2 limits max ACH 114 6CWy ON911- G b. tbveCo ijJtr Residential Construction Energy Compliance: Building heat loss calculations 1 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 Ineil�finn average PROPOSED CODE ALLOWABLE Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on-Gra Below Grade W Slab 2-3 Below Grade Wall Slab 3. Below Grade Wall Stab 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: i wv.c.a.v.. __Fram _ Adv i ings d' n' value* U-Value* Area UA f -1. C Z 7 E66 /PI ri St 1,6 , olr t.vd. .1. o 1 "f ' '').7t , ot71 , 'L4 $? (41. 74r o7` <rL it, tlt le (length) . CI- 9 Vt.44. 2t. atIs (0-2 ft) .5 ft length f value= ft s (2-3.5 ft) 5.7 ft length f value= ft s (3.6-7 ft) .7 ft length f value= ft. Walls (>7 ft) grade walls s to document calculation of Total 9 (1 1 U-Value Area UA 0.026 5% fir area actual area { 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 0 option la: reduce 5% option lb: reduce 15% ❑option le: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential rojects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp Tart' and p 70 1 Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) =I d. Conditioned Volume (floor area X average floor height) Sum of UA (heat loss of bidg) 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 Buildlna Desiaq Heat Load x 1.15 or 1.0 ( )_, Btu / Hour Use 1.15 if ducts are located In unconditioned space: Building Design Heat LoadX 1.15 Use 1.0 If ducts are located In conditioned space: Building Design Heat Load X 1.0 Maximum Heating Eauipment Output Minimum Heating Equipment OutputX 1.50 = City: I (Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on eage 5 It (i Average floor height =I Ift. Pinclult.A other fuels Btu / Hour electric 1-.41 Convert Btu/hr to electric KW Btu + 3443 141-1%,c 1 Btu / Hour Btu / Hour Btu / Hour r' t 17,1(l EMI KW KW KW KW 1..• i r rs i j? �:` �` ...ij'."ls?.� t 'J� fr1 rf 1 ;f i1ontrat`rrr 1 tires: of `.: .{t'-._'t '>It.r? 7 ., c..i.l c>Yt+, � .. ?^y v. '7 U-Value Area UA 0.026 5% fir area actual area { 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 0 option la: reduce 5% option lb: reduce 15% ❑option le: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential rojects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp Tart' and p 70 1 Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) =I d. Conditioned Volume (floor area X average floor height) Sum of UA (heat loss of bidg) 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 Buildlna Desiaq Heat Load x 1.15 or 1.0 ( )_, Btu / Hour Use 1.15 if ducts are located In unconditioned space: Building Design Heat LoadX 1.15 Use 1.0 If ducts are located In conditioned space: Building Design Heat Load X 1.0 Maximum Heating Eauipment Output Minimum Heating Equipment OutputX 1.50 = City: I (Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on eage 5 It (i Average floor height =I Ift. Pinclult.A other fuels Btu / Hour electric 1-.41 Convert Btu/hr to electric KW Btu + 3443 141-1%,c 1 Btu / Hour Btu / Hour Btu / Hour r' t 17,1(l EMI KW KW KW KW 1..• i r rs i j? �:` �` ...ij'."ls?.� t 'J� fr1 rf 1 ;f i1ontrat`rrr 1 tires: of `.: .{t'-._'t '>It.r? 7 ., c..i.l c>Yt+, � .. ?^y v. '7 33 2012 Washington State Energy Code / IECC N O RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM 14 Applicant's name )C ..: 1.:1 ) tOQr 'v at. �( It M (VAC 187+ 1331 --1`RlOvtfccim select appficable item from options given or ill/ in blank New Conditioned sq. ft.= Job type: New Building a Addition 0 Remodel 0 Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 Heating fuel: Gas / Oii ❑ Electric 51 Propane 0 Heating system: Forced Air ❑ Room Heaters 0 Radiant 0 Heat Pump 0 Existing System 0 Other: Location of Heating Equipment Size (pg.4) Btuh / KW choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > Total number of bedrooms in building: Other. Hydronic ❑ NOTE: Energy --•b�► credit (EC) options may affect element values " Zone 4 Marine (wood -framed bgs� R402.1.1 rICaiVIIFJIIVa �rvnIiFeI �,.v�.. Opening? U-Values Ceiling Insulation Walllsa Below Grade Walls` Floors Slab on grade %floor area 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.vd thermal break R-10 R-30 R-10 EC option is 0.28 0.50 "" "" "" "" "" R-38 R-10 Full EC dption ib 0.25 0.50 " " R21+R4ci R21+R5ci "" R-38 R-10 Full EC option is 0.22 • 0.50 . R-49 AOV R-49 R21+R12ci R21+R12ci " R-38 R-10 Full _ £.....r................. l aneiarc in ha lnmdated- footnote a openings includes al► awnaows ano Grows. mreirrrrvu,cw „�,", y .�.... - _._-•_-- _. botnote 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 (cr), OR R-13 belt interior with R 5 rigid continuous insulation (a). Target Values Proposed Values 1 3 and 4 for compliance V -rd4Wi 1 i V____I VA r.atu11Vsaavm"r WV"""'r..�--�� \--•--r- - -- - Openings U-value Ceiling_ Insulation Waits Below Grade Waits 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 I Check the "whole house ventilation system" that will be used [o whole house ventilation using exhaust fans (FORM # VIAQ 2): iMC Section 403.8.6 O whole house ventilation integrated with a forced -air system (FORM # ViAQ 3): IMC Section 403.8.7 O 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): IMC Section 403.8.9 0 Engineered "whole house ventilation�system° designed In compliance with iMC Section 403.8.10 U t t U t1'. M S• SIZE: r cfm check box if fan is connected to 24-hr timer to operate f I hrs / day (see pg. 5) %`� (if box not checked, fan specified to run continuously) Fan sone < .0 or inrne 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.= 1101 cfm Energy Credit Options 2 limits max ACM LOCATION OF WHOLE HOUSE FAN AiR LEAKAGE 1 .114 Residential Construction Energy Compliance: P16 ai_uuttclivt, Building heat loss calculations / Total UA Equivalent compliance Use common U-Values from Appendix A in WAC chapter 51-1 IC (listed on pg 6) or ASHRAE Handbook of Fundamentals n.,n everaae PROPOSED • CODE ALLOWABLE Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Stab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3. Below Grade Wal Slab Below Grade Mulitipie slab / below •(provide additional shee average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code -Allowable UA value: " value* 5.7 U-Value" Area UA fi. 4 .cV! ; "L.1.9' 5f . 0 . 0 9AA- .',20 Z�'r,4 �} �i1 lip t9tc ,otj1 Itil ie (length) ails (0-2 ft) .5 ft length s (2-3.5 ft) ft length s (3.5-7 ft) .7 ft length falls (>7 ft) grade walls I to document .021 41 ca r/.,( . G ¢ 10 tit- %c,, , } f value= ft. f value= ft. f value ft. calculation of Total r + � 1 t (7 U-Value Area UA 0.026 5% tir area actual area { 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 El 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 T tea"' I Design Temperature Difference = (indoor- Outdoor Design Temp) Conditioned Floor Area (ft2) =I Conditioned Volume (floor area X average floor height) = Sum of UA (heat Toss 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 Butidina Msian Heat Load x 1<15 or 1,0 ( )_ >: f Btu / Hour Use 1.15 if duds are located in unconditioned space: Building Design Heat Loa 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 :, ;t 1`?.i rleat swfing''1_,in f1 10 be,rilechnfli00.;:i :. Lor 70 2L I `rA(LotLk I(Use 22 for Design default if outdoor design temperature is not known) City: (recommended outdoor design temperatures shown on ' ae WWI) 'I) Average floor height = other fuels `(0r Btu / Hour electric Convert Btu /hr to electric KW Btu + 3413 'Th A t'/.(1 -71 '') ilk Btu / Hour Btu / Hour KW KW KW KW 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. 3 la (0.5 pt) Efficient Building Envelopi= 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 lb (1.0 pt) Efficient Building Envelope 1b: 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) J lc (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) _1 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) 1 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) J 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 .1 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) .1 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 5a (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 Yi 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 prolects: design shall 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 — - 1 IT2t) 1 1'. ...3 t6 ..4 1 11 _ ' _0 ' —'0 i It. d. .c I 24 1 14 -1 2.4 . 33 ' ih , , 24 r 24 1 2? 22 Ili 1 t ill 'I; 21 2 4 i 2 a I 2.4 24 lb , l a I 10 25 23 -,r ,_I ...L._, __ ... .-a.� ,tt 214 - 1'\t\l t)I4Pt)Kttl1) ' • t. i It/ ' KING( 04 ' I `: tit 1.1.1.,11 Dig l rttl0) 1)1 11 %tt4:R U 1 k1 ti 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 Intemationa► 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 60 75 75 90 45 45 60 60 75 75 90 90 1,05 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 9019 International Residential Code Table M1507.3.3(2) enter 'Y'for time ON INTERMITTENT WHOLE -HOUSE VENTILATION RATE FACTORS (Ef) 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; 16hrs /day) 1.5 H. 75% ( 3 hrs every 4 hrs; 18hrs /day) 1.3 el 100% ( continuously operating) 1.0 16 / ; t Residential Construction Energy Compliance: . AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1 COMPONENT CRITERIA ;, Air barrier and thermal 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 batt 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/door jambs 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 Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the 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. Fireplaces shall have gasketed doors. footnote a In addition, Inspection of log walls shall be in accordance w►ih the provisions of ICC-400. . . . . . . . . . . . . . . . . . . . . 2IN 0' FAVOR FA-•J OR OF PARCELS 'A' AND SCAN RIM-303.64 36' CMP N.297.79 8' CMP GATE VALVE 5.297.79 12' CUP 5.297.79 12' CAP TOP RISER-300.99 12" BOTTOM RISER. CMP.298.94 8" ADS NE-299.79 FOUND 5/6 REB4R ! CAP 0.46' WEST OF PROPERTY LINE WATER MARK POST FARE NYO. W/2 BOLLARDS .92' RIM- 12" CONC E-298. 6 101 4" OAP N.299..61 > aI • Ad VL191'. - u 4a (• 3711110A130914b.m., . .. e.. , • \ • 1.1 bti 9A 311.59' - FIRE NYD. W/2 BOLLARDSA T.W:-306.0 B.W.-303.0 20.00' APPARENT PRESCRIPTIVE ROW N"a 8 CB !Ip RIM-301 00 12' OAP N.297.57 12' 00 5.297.57 55Mi RIM-301.35 8" PVC E-293.32 8' PVC W.293.40 \. 8' PVC NW.293.60 •71 I 4 /A- r=1W - - - 1W --•W - - (2) WATER MMANHO EAULS IATER AULT EX. DRIVEWAY RDMH IU-306.73 36" CMP 5-298.03 12' CUP E'300.05 11 11 11 11 11 WATER CONNECTION PLAN BOULEVARD TOWN HOMES NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANG 4E W.M. CITY OF ' UKWILA, STATE OF WASHNGTON MINH PoI1-308.60 12' CUP E-300.53 12' CAP W-300.53 .10 !'f 8 0\g5 N 004 0` ERN 1 BU6 JJB6 -T0. POWER RISER PANEL • • ■ • • • • ,11 • 9 • 304 II .00 44 rt" 0 UNIT 96 FF.,2..* ♦ • 4 , ♦♦♦ ♦ ♦ • • • • • • • ♦ • • • 6" PVC ROOF DRAIN 0 1.0% MIN. Up1T •1 R1u.304 08 FF.-301.5 5' ADS iW...02.74 4,: AP' 6' PVC SS02.0% ,y. 0. 15 LF PERFORATED STUB OUT CONNECTION I O__ ri UDC° r If 7 I 0 UNIT I Jo 133 FF.-302.5 \ 4 CB RM-304.22 12' CUP E.300.72 4' ADS W-302.52 4' ADS E-300.92 - RE7AII6640 WALL . .1P1s I I -6' PVC ROOF DRAIN • 1.0% UIN. I 500 I 1` a - >o FF.-300.5.4:1 y>T I II .--- II II / ....13819._-- -__- .> / v R6A.295.31 -df)1¢_-.--_ !_Rill 12' PVC 11.2922.e1 . / T 12' PVC N.292.7e `_ /.F I e' PVC NE.293.1 A• TF- 4' PVC NE-293.7T,---- 9 F7 4 CB RBA.300.31 299.55 MNL BOXES 43.4 0 4 69 11 T II TLL7) METERS -W- - - 299.42 299.67' 9.75' 299. I TO)G) e •'296.97 R .299.30 0 2' CIP S.295.70 I NEW 20' WIDE CURB COT DRIVEWAY PER CITY STD. 4 11ES 8'0511 10300' FOCMSC TO1G) S. 1$4TH - CB RIM.300.97 6' PVC 5.299.21 12' PVC S.295.21 6' PVC N.299.26 12' PVC N.296.27 R61.300.99 8' PVC N.297.07 5" PVC 5-296.99 1_ T fi 15 LT PERFORATED STUB OUT CONNECTION. 4 ! EX. CURB AND GUTTER CB R1M.293.9e '12' PVC NE-291.31 - 12' OAP W.290.76 - 12" CAP E.290.51 - TONG) TcttD> •- EPHiO 1 WATER LEIE1B PEW CBTYPE I OVER EX 12' PPE RM.297.44 IE.293.80 1 _29i?liehtwAy R9A.293.52 8' PVC E-295.22 6' PVC W-285.32 8' PVC N.265.72 WRT1tR DisriAic.T-49/2.5 ;5 e." W iTl• TER Lnc.4r/0- 0ESi1.V.> p7= 1.J *VEt 5 to ol.9. tac Ay" 7-3e-Ay FOOLINE. PILL Cll! Ppelre* "A A REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 of Tukwila BUILDING DIVISION APPROVED NOV082O14 city of Tukwila PUBLIC Works CORRECTION LTRII_ RECEIVED AU6 01201R TUIIWILP. PUBUC WORKS C,0/1l 006 y 5 10 wl6® 20 20' EASEMENT -- 91 FAVOR OF PARCELS 'A' AND 'B' SOMH RIM-303.64 36' CMP N.297.79 6' CMP GATE VALVE S-297.79 12' CMP S-297.79 12' CMP TOP RISER-300.99 12' BOTTOM RISER CMP-295:64 8" ADS NE-299.79 FOUND 5/8 REBAR & CAP 0.45' WEST OF PROPER1Y LINE. WATER MAR( POST ARE H(D. W/2 BOLLARDS RIM. T 12' CONC E 298. 6 30' 4' CLAP N.299.61 CB RIM-301.00 12" CMP N.297.87 12' CMP S.297.67 SSMH RNA-301.35 B' PVC E-293.32 6' PVC W-293.40 8" PVC I(W-293.60 92' 4' 1,,0 r_; D4 311.59' FIRE HYD. W/2 BOLLARDS Ali • 1 SOMH R9-306.73 36' CMP S.298.03 12' CMP E.300.08 T.W..304,4 I B.W.-304. 4 PRESCRIPTIVE R0N Jed 11 1 MVv161 361tto'a 3o9.640.77< N8 ' 7'49'W I- I 7 SA E2. DRIVEWAY 4 4 CURB SANITARY SEWER CONNECTION PLAN BOULEVARD TOWN HOMES NE 1/4 OF THE SW 1/4 OF SECTION 22,.TOWNSHP 23N, RANCE 4E W.M. CITY OF TUKWILA, STATE OF WASHI4GTON SDMH RIM-308.66 12' CMP E-366.53 12' CMP W-300.53 4JA 44 ler p F9Oc. 00'0\g5 PN I- CB L - RIM•304 06 OF ADS SW. V- LW- 1-•390.71F-W-- - (2)WW/R VAULTS MANHOLES 11 a 02.74 3B6 TEL . . RISER FENDS L ,,,4 /®.j10 . Is 1 LT 1 1 :'•;1 ♦# II. UNIT , I o o, 195 FF:$024 ,00 6' PVC ROOF DRAIN 66, y 0• 11.0% MIN. uN11•4- 384 FF.-30t5 6' PVC SS • 2.0% 7' 15 LF PERFORATED STUB. OUT CONNECTION 0_ _C ems -?-' SOW = VERIFY THEMG HORIZONTAL AND VERTICAL LOCATION OF 00 SIDE SEWER CB RIM-300.31 12' CMP N.297.66 12' CMP W.297.71 12' CMP E-296.99 299.65 9.46' - W 299.42' 299.67' 9.75' 299. I j t I I 1/'ino0 102 ICI FF.-301.5 L l 6 PVC ROOF DRAIN 0 1.0% 1AIN. Jid UNIT I #0A 103 FF.-302.5 \\ iticr r 4.1 UNIT 101 `6.00 FF.-300.5 1 10 k1DC0 11000 NOG' e'O:'W 103.00' RUG)-2 ..30 C S.295.70 I. NEW 20' WIDE CURB CLOT DRIVEWAY PER pm( STD.. .4,0 S. i -_w4_- I _ 1$4TH _w_ I` 01. CURB AND GUTTER d .°• 15 LF PERFORATED SR16 OUT CONNECTION 4:1 LLRAINA / pu -r-__1 2q3 , F--" ER 1DRNEWAY --I Two INEW CB TYPE 1 OVER EX. 12' PPE RRI-297.44 IE-293.80 T -w- CB R04-304.22 12' CMP E-300.72 4' ADS W.302.52 4' ADS E-300.92 l IANRNO WALL ." CB RIM-300.97 6' PVC 5-296.21 12' PVC S.298.21 6' PVC N.299.26 12' PVC N.298.27 II CAI' RM-300.99 II 8' PVC N-297.07 9' PVC 5-296.99 pwu ,0 II .400000 N (Sewer \Icew. u-0 P,5 41- N/a7 ev re-riter-ol 'r NO ,G{rMLl r U1v (/ b'7 ✓4/Idy Vle-u/ .414 D CB 1 RIM-293.98 12' PVC NE•291.31 -- 12' OAP W260.76 - 12' CLIP E-290.51 w T(IOG1 Ca-'' R9(-266.31 12' PVC SW292.61 0- 12' PVC N-262.76 6 PVC 1.1-293.71 4" PVC NE.293.71 )SAAH R9A.2Y3.52 8' PVC E-285.22 8' PVC W.2135.32 8' PVC N.265.72 4- ,,0 -VI - ---2994711 - FIRE 92.15' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION APPROVED NOV 08 2014 amity of Tukwila PUBLIC Works CORRECTION RECEIVED AUG 012014 PUBUC TUKWORKS FWPI-ooV/ City of Tukwila Department of Community Development 1/3/2017 OMIED PAZOOKI 270 VASHON AVE RENTON, WA 98059 RE: Permit No. D14-0281 BOULEVARD TOWNHOMES UNIT C 3730 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 2/28/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/28/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D14-0281 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 To mce TA-7--00 ,71 7 0 Va5 92- os---c). thr PX-11/1' -Aa RECEIVED CITY OF TUKWILA MAR 01 2016 PERMIT CENTER Bill Rambo From: Jerry Hight Sent: Tuesday, February 09, 2016 9:13 AM To: jdhuhs@curranfirm.com' Cc: Bill Rambo; 'SNetherton@curranfirm.com' Subject: FW: Boulevard Townhomes Attachments: 16.02.08 Ltr to Hight.pdf David, Thank you for your letter requesting review of the inspection records of the two permits. I have reviewed the files and agree that work performed on the adjacent party walls clarifies that the permits were not suspended nor abandoned. I will have the two permit records amended to reflect an active status. I cannot stress the importance of maintaining an active status for all of your client's permits. If you need further assistance please contact me directly. Respectfully, Jerry E Hight MCP Building Official City of Tukwila 630o Southcenter BLVD, Suite 100 I Tukwila, WA 98188 T: 206/431-3675 J F: 206/431-3665 Jerry.Hight@TukwilaWA.gov I http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: J. David Huhs [mailto:jdhuhs@curranfirm.com] Sent: Monday, February 08, 2016 3:14 PM To: Jerry Hight Cc: Sharon Netherton Subject: Boulevard Townhomes Dear Mr. Hight: As you may recall, we discussed the above project on Friday of last week. Since we talked, my client was able to review the city's inspection records which evidence that work was not abandoned or suspended for 180 days on the project. Enclosed please find correspondence of today's date with a request that you reconsider your determination that the permits expired. You are welcome to give me a call to discuss. Sincerely, Dave J. David Huhs CURRAN LAW FIRM 555 West Smith Street, P.O. Box 140 Kent, WA 98035-0140 Phone (253) 852-2345 Fax (253) 852-2030 L4-DES( 1 r CURRANT LAW FIRM 7 253 852 2345 F 253 852 2030 F 253 859 8037 Curran Law Firm P.S. 555 West Smith Street Post Office Box 140 Kent, WA 98035-0140 curranfirm.com February 8, 2016 Jerry Hight City of Tukwila Building Division 6300 Southcenter Blvd., #100 Tukwila, WA. 98188 VIA FIRST CLASS MAIL AND VIA EMAIL Re: Boulevard Townhomes Permit Expiration Permit Nos.: D 14-0279; D14-0280; D 14-0281 Dear Mr. Hight: I represent Boulevard Town Homes, LLC with respect to the above -referenced project. My client was surprised to learn that permits D 14-0279 and D14-0281 expired in December of 2015. You informed my client that because the permits expired, they could not be extended. Respectfully, we believe that you reached this determination in error and ask for you to reconsider. On January 30, 2015, the City issued my client five permits (D14-0276, D14-0279, D14-0280, D14- 0281, D14-0282) to construct two structures comprised of five single family residential townhomess. Two of the permits relate to one of the structures, while the three permits at issue in this letter, D14-0279, D14-0280, D14-0281, relate to a second structure. The building code for the City of Tukwila incorporates the Intentional Building Code ("IBC"). See RCW 19.27.031(1). The IBC provides: Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work is authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. IBC § 105.5 (2012); see also Tukwila Mun. Code ("TMC") § 16.04.250(E). There is no dispute that my client commenced work within 180 days after issuance of the permits. Rather, the City determined that no work was performed for the residential townhomes authorized by permits D.I4-0279 and D14-0281 for 180 days following installation of the concrete slab in June of 2015. Respectfully, this determination is incorrect and is not supported by the City's building inspection records. A PROFESSIONAL SERVICE CORPORATION Serving our community since 1948. Page 2 Permits 0279, 0280, and 0281 are for three townhomes to be constructed within the same zero lot line development. The three townhomes are going to have common/shared "party walls." On September 25, 2015, an inspector from the City inspected the wall sheathing for the shared party walls that separate lot 0280 (in the middle) from neighboring lots, 0279 and 0281. The inspection record for the party walls only references permit D14-0280, but fails to recognize that the inspection was not just for the benefit of the middle lot but for the adjoining lots as well —the townhomes share the same wall that was inspected. It is unclear why the inspector only made reference to permit D14-0280 in his inspection record, which is attached for ease of reference. Nevertheless, the inspector extended 0280 through March 2016, which was 180 days after he inspected the shared party wall for the connected townhomes. My client did not abandon or suspend work for 180 days on permits 0279 and 0281. The permits should not have expired in December of 2015. The permit expiration dates for D14-0279 and D14-0281 should have also been extended in conjunction with D14-0280. Your prompt consideration and response is requested. Sincerely, CURRAN LAW FIRM P.S. 1. avid Huhs JDH/san Encl. cc: Client ,;(91-(11, City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director January 19, 2016 Siavoosh Pazooki 3726 International BLVD Tukwila, WA, 98188 Re: Expired permits D14-0279 and D14-0281 Dear Siavoosh Pazooki, We are in receipt of your January 15, 2016 letter requesting reactivation of expired permits D14-0279 and D14- 0281. Permit D14-0279 expired on December 15, 2015 and D14-0281 expired on December 20, 2015. Notice of upcoming expiration was mailed to the contact listed on the permit application. The letter(s) of expiration were mailed on 11/2/2015 and 2/4/2015. Unfortunately, the City has no recourse to reactivate an expired permit. A new permit application and permit documents will need to be submitted. However, we will do everything possible to expedite your new permit application and plan review. If you have any questions please contact me directly at 206-431-3675. Respectfully, Jerry E Hight Building Official Cc: File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 01/15/2016 Jerry E. Hight, MCP Building Official City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Re: Boulevard Town Homes, Construction Permits Permit Extension Request Permit No D14-02E179 and D14-02081 3726 International Blvd Tukwila, WA 98188 Dear Mr. Hight RECEIVED CITY OF TUKWILA JAN 15 2016 PERMIT CENTER In December of 2014, I applied and was granted 5 building permits for the above mentioned project. Due to unforeseen circumstances, personal matters, and some confusion in my part for not knowing that each permit works independent of others, two of the 5 permits were expired on 12/20/2015. We have had some activities on the remaining 3 units and for that reason they were not expired. I do not want to use any excuse for not acting timely to ask for extensions before expiration date, and acknowledging that all communication from the city have been received on time. However, the letters written and mailed by Mr. Bill Rambo on 11/02/2015 was never received by anyone at the address on file. Again, this is not a cheap excuse, as my partners and I have always responded to all communications with all the departments within the City of Tukwila and appr_eciate all the help we have receive and the good rapport we have had with all the emRloyees-of the P�blicWorks, Community Service, and other departments.IV [IV I 6a,it/6 On behalf of my partners and myself, I would like to ask you for allowing to extend these 2 permits as we are working with Mr. Rambo and other permit technicians to keep all permits currant and in effect. I appreciate your help and kindness and looking forward to working with everyone in the City of Tukwila regarding continuation of this project. Siavoosh Pazooki Member/ Manager Boulevard Town Homes, LLC Cc: Mr. Bill Rambo Permit Technician Mr. Ali Sadr and Mr. Omied Pazooki, Boulevard Town Homes, LLC City of Tukwila Department of Community Development 11/2/2015 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Permit No. D14-0281 BOULEVARD TOWNHOMES UNIT C 3730 SOUTHCENTER BLVD Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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 12/20/2015. 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 12/20/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D14-0281 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 5, 2014 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Application No. D14-0281 BOULEVARD TOWNHOMES UNIT C Dear OMIED PAZOOKI: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0281 for the work proposed BOULEVARD TOWNHOMES UNIT C at 3730 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 02/26/2015. 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, Marshall echnician File�lo: 1D14-0281 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 tappingg an�ECEIVED inspections for fireblocking. UTV OF TUKWOCT 2 7 2014ILA CORRECTION LTR# 102-6 I 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 1/2 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 D14-0281 BOULEVARD TOWNHOMES UNIT C - 3710 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'/z" 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. 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 PW 14-0064. Since each permit stands on its own please submit civil site plan C4 together with May 15, 2014 geotechnical report as reference only. 2) Provide construction cost estimate for: a. water service from the backflow to the building, b. storm drainage service from the stub to the building. Enter these amounts on page 1 of PW 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, er Marshall t Technician . D14-0281 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0281 DATE: 10/27/14 PROJECT NAME: BOULEVARD TOWNHOMES, UNIT C SITE ADDRESS: 3730 SOUTHCENTER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: L tO- ?t1 Building Division m Dry 4/6 %I/41 Public Works Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/30/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) `� Notation: i L vke 7 yl�, (II 1 l °l Flo Approved with Conditions Denied (ie: Zoning Issues) s�c�.erc fbld 01-110 , DUE DATE: 11/27/14 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0281 DATE: 08/26/14 PROJECT NAME: BOULEVARD TOWNHOMES UNIT C SITE ADDRESS: 31e SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Cov4- n2_ infic uildingDivision Fire Prevention PlanningDivision � SJS C00.2 Public Works Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required 41- Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/25/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I l� CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1! Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 16 (2`-1 t t '1 Plan ChecWPermit Number: D 14-0281 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 D Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Boulevard Townhomes, Unit C Project Address: 3730 Southcenter Blvd Contact Person: eVdirC D P,tZd eh ; Phone Number: 2 CC 2 Z ( "7 0 0 Summary of Revision: P fee{ SsZ c i2 Q a Mee c 6.,Ed ? (d e S Co v 1' e c+A- «VED C1TVOF vuKWli A l^T 9'7 fl1". PtRMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev, Received at the City of Tukwila Permit Center by: (SI _ Entered in TRAKiT on C:\Users\Jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 BRAVO CONST & DEMOLITION T LC Page 1 of 2 Horne lnicio en Espanol Contact Search L&I A-Z-Index Help My Secure L&1 Safety Claims & Insurance 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 Active. Meets current requirements. License specialties GENERAL License no. BRAVOCD875DM Effective — expiration 03/14/2013— 03/14/2015 Bond ................ American Contractors Indem CO Bond account no. 100163092 $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 A Al A LA 5 r- 1n=1o, 10 20 PLANNING APPR: i\.IE C, • No changes can he made to those plans without ammroval from the Planning Division of DCD Approved By: ' ... el °62 • Data: I��� i i D4 311.59' 4��� FIRE HYD. W/2 BOLLARDS T.W.=308.0 B.W.=304.5 pz •Z o6 - PROPOSED 4" xxii PVC FOOTING DRAIN 9 i T.W.=306.0 B.W.=303.0 a 20' EASEMENT ---J 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 11 9 2' • 3011I74' °.,05 20.00' 50%1" APPARENT PRESCRIPTIVE ROW I • • • • m • • • s• s .2 {5e 06 T.W.=304.0 92 B.W.=302.0 IXI :ion 91' x301.3' • 4`7Ix361.10'4x30G.8�0.7S•1 • WATER VAULT - -t=wW - - N88'17'49"W r 23 .00' SDMH �p9.5L RIM=308.68 SDMH x 12" CMP E=300.53 1IP RIM=308.73 12" CMP W=300.53 36" CMP S=298.03 12" CMP E=300.08 x -s°b90 �p94,A t'POSED 4" PVC - _. _ - 7/ OOTING DRAIN .s°6�6 I ST L A T NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.IUl. CITY OF TUKWILA, STATE OF WASHINGTON 9y. 1 EX. DRIVEWAY - x 380.79= W - (2) WATER VAULTS W/MANHOLES A i,) b rn CD 9.7 29 I T.W.=306.0 x - &--TEL. RISER 9oo FENCE 6PVC ROO DRAIN 0,.0%MIN. 6"PVC SSQ20% MAIL BOXES 4 _ 98.8± A . . T<UG) CB RIM=300.31 12" CMP N=297.66 12" CMP W=297.71 12" CMP E=296.99 9.46 - W - 299.42' FOGLINE T<UG) NEW 20' WIDE CURB COT DRIVEWAY PER CllY STD. 1,14TH EXISTING BUILDING POWER PANEL NEW STAMPED CONCRETE PEDESTRIAN PAD No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Psvisionc will raquiro a nP,,,v plan submittal anci rrIzy innidi-). additional plan review fees. 6" PVC RO 0 1.0% M 301.40 ECCO 300.50 88C0 ��300.40 5.8± 0 cV �{��� �p TYPE N NEW VBT 1 PE OVER EX. 12" PIPE IRIM=297.44 lE=293.80 04' F.F.,"y{ c 00.5 300.50 15 LF PERFORATED STUB OUT CONNECTION 300.2 EXI36� LUMINAIRE EX. CURB AND GUTTER TdTw' � T<UG) CB RIM=304.22 12" CMP E=300.72 4" ADS W=302.52 4" ADS E=300.92 // x �oy6 cfit -ER- CB RIM=293.96 12" PVC NE=291.31 - 12" CMP W=290.76 12" CMP E=290.51 W TWO W 1 x SO'53'57"W 100.00' RETAINING WALL x 3°°95 00.97 1` i 4 I I I. I/ / I4-‘1II I I/ / Mt; CB '-298._,_,x ti9 RIM=295.31 1fT 12" PVC SW=292.81 ti1. l �‘�% 12" PVC N=292.76 x ti° ! 7� , (I 6" INC N=293.71 X� 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 'S°°61• x 178 L 0-00t700 EXISTING GRADE 150, N A9 xy9g`I. x 151 5 ,�g'1 x 6 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: MAX. 4' HIGH WALL 10' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 CI ofVAA T ila BUILDING ►' I SION PROPOSED GRADE PROPOSED 4" PVC FOOTING DRAIN SEPARATE PERMIT REQUIRED FOR: 2Mechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION • ti93� ry9.1°",------�9,�,°+--,._.__-te.--__`• • x 293 . DRIVEWAY T G) --_- SSMH RIM=293.52 8" PVC E=285.22 8" PVC W=285.32 8' PVC N=285.72 x ry9ti11 FOGLINE W - 0554 FILE COPY SECTION A -A WALL CROSS SECTION RETAINING WALLS Building permit required when: a) Wall 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 licensed professional 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) PROPOSED BUILDING NOT . ALL UTILITIES SUCH AS POWER, GAS, AND TELECOMMUNICATION SHALL BE UNDERGROUND . COORDINATE WITH PSE TO SERVICE THE PROJECT FOR POWER, AND COMCAST FOR COMMUNICATION. - -w-2924-v PermIt-No. 01(4 - - c 2b \ ' • - n revieupproval is subject to errors and omissions. Approval of ,;"nrtion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Chi an. o a S is acknowledged: City of Tukwila BUILDING DIVISION I 6" pert pipe 3/4' washed rock ROOF DRAIN PERFORATED PIPE SECTION 0 .6 a) REVISED PER CITY - REVIEW n. Q cn Y C) U (3' a r 6 Z z J a_ W a z cc 0 O cc kb a BOULEVARD TOWN HOMES ECEIVED OCT. 3 0 2014 TUKVVii.." PUBLIC WORK NOT TO SCALE CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 272014 PERMIT CENTER ui cc z w < co (.1 0 BELLEVUE, WA 98005 cn 4.0 0 o '0 73 O. 14) a 0 0 to Lo CD O 0 cn Date/Time:8/15/2014 4:56 PM File: P:\13000s\13480\preliminary\ 13480—pgm:dwg 5 1"=10,-o" 10 20 Ci 4 '1\\ Q -HW 411 • T1UG) fi T<•Uri) W A 1 1 1 1 PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 15 7 1 C') T<UG) W W PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 15 15 iG) \• Tw- NE 1/4 OF THE SVf 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON J ►i Altair kid "RUG) T<UG> PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 4 SHRUBS ONE PER 7 LF 15 1 i PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 14 I I I 11 /I \• T<UG) bi i i W— —. -- --- W __ W --- — — .._. W LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS (II) 1 ) O i TREES: CERCIDIPHYLLUM JAPONICUM / KATSURA TREE PINUS MONTICOLA / WESTERN WHITE PINE PYRUS CALLRYANA CAPITAL' / CAPITAL ORNOMENTAL PEAR ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE ZELKOVA 2" CAL. B & B 6' - 7' HT. B & B 2" CAL B & B 2" CAL. B & B AS SHOWN AS SHOWN AS SHOWN AS SHOWN 3 2 6 2 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' AT 6' AT 6' REVIEWED FOR CODE COMPLIANCE APPROVED SHRUBS: NOV 13 2014 • ABELIA GRANDIFLORA 'EDWARD GOUCHER' / PINK ABELIA 18" - 21" 3' O.C. 14 FULL AND BUSHY •City of Tukwila DIVISION ARBUTUS UNEDO 'COMPACTA' / 18" - 21" 4' 0.C. 15 FULL AND BUSHY BUILDING COMPACT STRAWBERRY TREE .01 CISTUS HYBRIDUS / WHITE ROCKROSE 18" - 21" 4' 0.C. 20 FULL AND BUSHY :'''` NANDINA DOMESTICA 'COMPACTA' / 18" - 21" AS SHOWN 11 3 CANES MINIMUM, FULL AND BUSHY •••` RA:• ` COMPACT HEAVENLY BAMBOO RHODODENDRON 'UNIQUE' / 18" - 21" 4' 0.C. 14 FULL AND BUSHY I NO COMMON NAME 4•• VIBURNUM DAVIDII / 18" - 21" 2.5' 0.C. 19 FULL AND BUSHY l4�� DAVID'S VIBURNUM GROUNDCOVERS: //l FRAGRARIACHILOENSIS STRAWBERRY / 4" POT 14" 0.C. AS REQ'D HOLD 14" FROM BORDERS, SHRUBS, AND TREES EPIMEDIUM GRANGIFLORUM / 4" POT 12" 0.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS, AND TREES • * BISHOP'S HAT [-ri _il GAWINTERGREEN CUMBENS / 4" POT 12" 0.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS, AND TREES LIRIOPE SPICATA / 4" POT 14" 0.C. 6S REQ'D HOLD 14" FROM BORDERS, SHRUBS, AND TREES LS CREEPING LILY TURF _ RUBUS CALYCINOIDES / 4" POT 12" O.C. COVER. HOLD 12" FROM BORDERS, SHRUBS, AND TREES EVERGREEN BRAMBLE .'.....' "'. THYMUS PSEUDOLANUGINOSUS / WOOLLY THYME 4" POT 12" 0.C. COVER HOLD 12" FROM BORDERS, SHRUBS, AND TREES • :•••:';:•"•♦• •' LAWN HYDRODEED COVER LOCAL COMMERCIAL SEED MIX, SEED AT 6 Ibs RECEIVED LAWN/PLANTER EDGE 000 0 S.F.F. CELLULOSE MULCH AT 401bs / CITY OF TUKW 11, SHOVEL -CUT TRANSITION OCT 2 7 2014 CORRECTION LTR# DATED 07/15/14 CC w 0 0 CC a 0 0 m 0. a Y 0 N n co O 0 0 6 z LANDSCAPE PLANTING PLAN BOULEVARD TOWN HOMES LA PERMIT CENTER STATE OF WASHINGTON REGISTERED, LANDSCAPE AR J ECT CO 0 W co DCC Z O) (] W cC CO -.4.co J W m a; 0 co 0 0 0 0 0 18215 72ND AVENUE SOUTH N 0 U z zw tr) a -I Q �z Li- w 0 C'1•C'J p CO N N z5 <C,C1)1z O) o � z w l-'Z' LC) Lf) c� w� J L 0 Z .0 0 4-4 a) N t CJ O TERI a) X J W `w Q II 0 0 M. SEIDEL RT1PtATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 LA CA TAIL 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. LA TI La A T 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 HOLD CROWN OF ROOTBALL GRADE. PROTECT TRUNK AND LIMBS PROTECTED AT ALL TIMES. AT OR JUST ABOVE FINISH 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 REMOVE TYPE RUBBER SEASON FIGURE EIGHT; 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 faREP.AR ' 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 CONTAINER 1 GALLON CONTAINER and LARCH ( PLANE BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM. EDGE OF PLANTER AS NOTED ON PLANT LIST• or• 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. CLEAR SIDEWALK LAWN CONDITION MULCH CONDMON (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE TOPSOIL 2" MULCH LAYER FINISH GRADE LAWN SHOVEL -CUT TRANSITION 111=111 1111 � 11111_=I Er- °,. I � IIII, II1- PLANTING BED ADJACENT TO LAWN DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB MULCH AT CURB DETAIL NOT TO SCALE DATED 07/15/14 0 .6, m o. a U U, N. c co a d Z J co -J a_ W a_ U co a - �-i BOULEVARD TOWN HOMES RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTE, FF, D LANDSCAREA T W CO O W co Q W `S 03 Q = n `Z co W r --I W N co U, d a rn 0 o m o o a 0 18215 72ND AVENUE SOUTH U U z5 zLe Z(i) a J I Z Zw z5 ww C.D Z w ?; g� 0(,) O z N 0 -J E x UR M. SEIDEL CERTIFICATE NO. 706 0 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 a) a) GENERAL NOTES PLANS ARE DRAWN FOR BIDDER PE51GN OF F1 FCTRIGAL, MECHANICAL, PLUMPING AND UP THROUGH THE SHEET ROM-STAGE.00WNER... HAS FINAL APPROVAL OF ALL FINISHES. SEPARATE PERMITS REQUIRED FOR FJ F0TRIGAL, MECHANICAL, PLUMBING, ETC. NOTIFY ARCHITECT TO ANY REVISIONS BEFORE CONSTRUCTION :AND' IF ANY DISGREPANGIES : ON PLANS. CONTRACTOR TO. E. SOLELY RESPONSIBLE FOR ANY CHANGES . TO FLAN OR UNREPORTED PROPLEMS :.OF PLAN... DO NOT • SCALE DRAWING. • CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN: THE FIELD ANY VARIATIONS FROM THE DRAWING SHALL BE BROUGHT TO THE A i : I hNTION or THE . DESIGNER • OR ENGINEER ADEQUATE SHORING AND BRACING OF • ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES TO... • HAVE THE PRIOR APPROVAL OF THE ENGINEER BEDROOM WINDOWS TO HAVE MIN. 24" HEIGHT AND ion MIN. WIDTH.. 5.7 S.F. MIN. OPENING AREA SILL TO BE 44" MAX. HEIGHT OFF FLOOR. PROVIDE I" MIN. THROW DEAD BOLT LOCK AT ALL EXTERIOR,: ENTRY DOORS, VIEW PORT OBSERVE (OPTIONAL). ALL WINDOWS TO HAVE LATCHABLE LOCKS IF WITHIN IOd-O" . OF - GRADE. • SERVICE WATER PIPES TO BE INSULATED IN UNHEATED SPACES. FLOW RATES FOR PLUMBING • FIXTURES: TOILETS TO . BE 1.6 GALLONS PER FLUSH, (MAX.) LAVATORIES FAUCETS TO BE 2.5 GALLONS PER MINUTE (MAX.) . SHOWERS TO BE 2.5. GALL2N5 PER MINUTE (MAX.) FLOW RESTRIGTOR.. . SHOWER DOORS. TO BE SAFETY GLA55. INSULATE AND TAPE JOINTS OF METAL DUCTS. GAWK,. SEAL ANP WEATHER-STRIP ALL OPENINGS, INCLUDING 'ALL EXTERIOR PLATES. TO FLOOR, AND ALL. CORNER 'JOINTS AT EXTERIOR WALLS. • GLASS WITHIN 2.4" OF DOORS TO BE SAFETY S ASS. . • TAPE ALL JOINTS AND TEARS IN BAIT INSULATION. FIRE STOP, .DRAFT" STOP ANP FIRE BLOCK TO COPE. ALL WITHIN WALL OR ON 'WALL 'ACCESSORIES--- CRAP PARS, TOWEL PARS, ETC. TO BE INSTALLED AND SEALED TO PROTECT -:---STRUCTURAL , FI FMENTS FROM MOISTURE. 50 GFM FANS IN 1 BATHS. 100 CFM FANS IN KITCHENS. SMOKE DETECTORS ARE HOT WRVS WITH NO DISGONNEGTING SWITCH. FLOOR OR LANDING ON EACH SIDE or EXTERIOR DOORS, NOT MORE. THAN In LOWER THAN THRESHOL..D.. •' F HOT WATER HEATER IS NON--RIS112. CONNECTION 'AND *OVER 4' HIGH, IT ,15 TO BE STRAPPED TO RESIST EARTHQUAKE MOTION. . HEATING APPLIANCES EQUIPPED WITH LISTED SHUT OFF DEVICE. :IN CASE OF. . PILOT OR IGN1TION FAILURE. • DUCTS FOR. EXHAUST AT PRYER TO HAVE NO SHEET METAL. SCREWS. OR • . OTHER FASTENING WHICH EXTENDS INTO DUCT. DUCT TO. NOT EXCEED I4y HORIZONTALLY AND VERTICALLY. COMBUSTION AIR ' SUPPLY TO BE PROVIDED TO FURNACE ANP HOT WATER TANK IF GAS FIRED- 6 SQ. INCHES. GAS FURNACE DUCTS TO BE NO. 26 SALV. WITH NO OPEN1NGS INTO GARASE. CODE INTERNATIONAL BUILDING CODE- ?jM. ` EDITION (STRUCTURAL) • " RESIDENTIAL GODS- 2+fl1Z EDITION (NON- STRUCTURAL) 3. SIMPSON STRONG TIE CONNECTORS & ANCHOR SYSTEMS CATALOGS- 1(31,t, BUILDING DESIGN CRITERIA CONSTRUCTION TYPE V--15. GGUPANCY GROUP R3 HOP) XPOSURE CATEGORY SEISMIC ZONE 1=1.0 (SIMPLIFIED ANALYSIS) WIND SPEED 110• 01404 : •. : (SIMPLIFIED N. TRACTOR SHALL BE RESPONSIBLE FOR THE METHODS, TECHNIQUES, • EQUENGES ANP/ OR. PROCEDURES REQUIRED TO PERFORM THE WORK AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ANP IDENTIFY ALL ISCREPANCIES ..AND NOTIFY THE DESIGNER AT THE TIME THEY ARE. NOW. . ROVIPE TEMPORARY BRACING FOR STRUCTURE ANP STRUCTURAL COMPONENTS ITL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH E PLANS. VERIFY SIZE &. LOCATION OF ALL OPENINGS IN FLOOR, ROOF & WALLS WITH MECHANICAL & ELECTRICAL WORK. PREFABRICATED ITEMS TO HANDLED ANP INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE PLAN SHEET S NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED.:. THE • GONTRAGTOR S DIRECTED TQ.• REVIEW ALL ARCHITECTURAL • ANP STRUCTURAL .SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. DRAWING- S INDICATE GENERAL AND TYPICAL AILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY NDICATED • BUi ARE SIMILAR CHARACTER TO DETAILS .SHOWN, SIMILAR .DETAILS CONSTRUCTION SHALL BE USED.. 0 SEISMIC INFO cam i 2: S5 = 1.32 5I= .45 3. SITE LAG D - (GOIL PROP NOT KNOWN) 4. 95 2/3 1.O (I.32) =.88 5oi = 2/g (1.54) 5. DE5►CAN GATESOR`( D G. WOOD FRAME - SHEAR 4VALL.5 - rZARINS WALL FRAME 7. V W/ REDUND. ADDED UP FRONT 10. 51MP_FIFJ3 METHOD LOADING ROOF 15 PSF DEAD LOAD + 2.5 . PSF LIVE LOAP = 40 P5F FLOOR 10 PSF DEAD LOAP. + 40 PSF LIVE LOAP = 50 P5F CEILING 5 PSF DEAD LOAP + 10 PSF LIVE LOAD = 15 PSF PECK , .. 5 PSF DEAD LOAP. + 60 PSF LIVE LOAD = 65 P5F INTERIOR PARTITION = 7 PSF EXTERIOR PARTITION • = 10. P5F • . WOOD TRUSSES TRUSSES. TO BE DESK-'NED & APPROVED t5Y A REOISTERE2:. WASHINSTON STATE ENGINEER ANP 1=ABRIGATED . FROM ONLY THESE DESIGNS.' TRUSSES TO M STAMPED . BY THE • MANUFAc'iTURER OR I3Y A• DUALITY GONTRot.. ' AGENCY SUCH AS. THE WASHINGTON STATE TRUSS 1=A RICATORS • COUNCIL. ROOF TRUSS DESIGN. TO. :PE SUBMITTED FOR APPROVAL PRIOR To. 1=ABRIGATION. . . . •• •' • NON-- RING WALLS TO. 15E I-IELP AWAY FROM THE TRUSG . POTTOM' CHORD'`WITH .'AN APPROVED FASTENER (SUCH AS ..SIMPSON STD) TO ENSURE THAT THE TRUSS •'BOTOM CHORD WILL NOT BEAR ON. THE WALL. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK: OR HIP • TRUSSES TO THE MAIN GIRDER . TRUSS. ALL ROOF TRUSSES, . TO I3E .1=RAMED AMP TIED INTO THE FRAME WORK AND. SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES TO HAVE JOINTS WELL FITTED AND TO HAVE ALL TENSION MEMBERS WELL TIGHTENED FORE ANY LOAD .IS PLACED UPON THE .TRUSS. DIAGONAL AND SWAY BRACING. TO BE USED TO BRAGS: ALL TRUSSES. TRUSSES TO BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: . TOP CHORD ' 35. PSF OF TRIBUTARY AREA •WHOM CHORD • 10 PSF OF TRIBUTARY AREA 0 . TILE . ROOF 45 PSF TOP CHORD/ 5 PSF BOTOM CHORD- IF APPLICABLE. THE TRUSS PLANT MANUFACTURER TO BE APPROVED BY THE CITY. EACH TRUSS TO BEAR QUALITY CONTROL STAMP AS WEI I ' AS MANUFACTURER PLANT. NAME, APDR SS, DESIGN LOAP, ANP MAX. SPACING. PLYWOOD IDENTIFY AS EXTERIOR; EXPOSURE 1; HUD APPROVED. OS13 SHEATH.INS PRODUCTS OF EQUIVALENT SPAN RATINGS TO PE ALLOWED. PLYWOOD WALL AND• ROOF SHEATHING TO BE I/2" .GDX,- UNLESS OTHERWISE SPECIFIED, "OSB" OKAY. MINIMUM NAILINS TO BE •Sd C 6" O.G. @ . PANEL !.*DOES AND 12" 0.G. IN FIELD. SPAN INDEX TO BE 24/0. PLYWOOD FLOOR SHEATHING TO BE 3/4" OPX . T&4, -UNLESS OTHERWISE SPECIFIED. MINIMUM: NAILINS TO BE 10d @ 6". D.G. @ *PANEL EDGES AND ion. .0.6.. INIELD. SPAN • INDEX TO .BE 40/20. . • STAS&ER END.. LAPS'. AT R00F ANP FLOOR SHEATHINE . AL.L• EDGES OF PLYWOOD IN WALLS. TO. BE 5UPP0. RTER PLYWOOD EDGES AT FLOOR AND ROOF TO E. SUPPORTED • •AT .EDDGES 'WITH CLIPS,. PLO. CKlNS OR OTHER APPROVED METHODS. PLYWOOD EDGES.. AT WALLS TO SUPPORTED BY FRAMING; MEMBERS OR BLOGKNN• . FRAMING . . ALL WOOD IN GONTAGT . WITH CONCRETE TO BE PRESSURE TREATED. --6" MIN. CLEARANCE ' BETWEEN WOOD AND EARTH. -15" MIN. CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. -12."MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. -ALL : BUILT UP BEAMS FROM SINGLE MEMBERS TO HAVE •(3) 162 24" • O.G. 1=OR ENTIRE LENGTH OF. EAM. 0 • -ALL FASTENERS COM5INEP W/ PRESSURE. TREATED WOOD TO E HOT DIPPED .SAL. STEEL.. PER . ASTvl A153 STRUCTURAL GLUED -LAMINATED LUMBER SLUED ' LAMINATED TIMBERS-- P US -FIR LARCH (24F VA•). .(24F-VS AT ANY CANTILEVERS) 1W MICRO -LAMS, (LVL) 250 21441,, 31/�', 51/4„, 7" PARALLAMS, (PSL) 290 Ey Eb- 165 2.400 1,5oo,000 2600 1,500,000 2900 0 .2,000,000 TO BE DOUG.LAS---FIR FABRIGATEP TO THE REQUIREMENTS OF U.s. PRODUCT STANDARD P5 56. • ' . • • ' . • • : :... • 0 . LUMBER TO BE OF SUCH •GRADE TO PROVIPE NORMAL_' •WORKING STRESS VALUES of '24o0 PSI ' IN itENDING; 1100 PSI. IN TENSION; WOO PSI IN GOMPRESSIO. N PARALLEL TO GRAIN; q•50 PSI IN. COMPRESSION • PERPENIIGULAR. TO :GRAIN AND 10 PSI HgRIZONTAL SHEAR (COMBINATION . 2AF-V4). � � � � 5WATERPROOF LAMINATED MEMBERS TO BE AITG CERTIFIED. USE SLUE: CORRECTION LTR# LUMBER STRENGTH (Units in PSI) NEW rive 2005 e0VzNe (rAPLE 4A) STUDS HEM -FIR OR STUD SRADE POSTS D.F.. #2 & 13TR •E� 0 150 575 • 1,200,000 JOIST RAFTERS- 0 • 0 HFM-FIR #2• TA1LE 23' IV V-1 2X8• 150 $50 1,300,000 • • .2X10 I,300,000 DOUG, FlR-•LARCH #2 - ZXI2 I80 900 1,000,000 MAN.'S, HEADERS, LINTELS & GIRDERS-- . • A" NOMINAL PODS -FIR #2 1,349 900 .. I,60opoo ' 6" NOMINAL DOUS-FIR #2 • 150 9D0 i,30D, 0O WHEN TOP PLATE. 15 INTER. NT KFTFTEP 1)Y HEAD R, HEADER' SHALL HAVE STRAP GONNEGT0R5 TO THE • TOP PLATE EACH ENP. USE V- SIMPSON MSTA24 CONNECTORS, UNO. . ALL SHEAR' WALL SHEATHING NAILS ANP ANCHORS SHALL 15E' AS DETAILED ON THE . DRAWINGS AND A5 NOTED IN Tit SHEARWAL.L SCHEME. FLOOR AND R001=' PIAPIIRASM NAILING SHALL re Sd GOMMON @ 6" 0.6. AT .ALL SUPPORTED PANEL EDSE5. ANP Sd; ? 12". 04. AT INTERMEDIATE SPORTS. 0 BOLT HMS ANP NUTS MARINE, AGAINST .WOOD TO M PROVIDED WITH FLAT BUTT WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1 OF MASONRY OR CONCRETE TO Ft TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN. 2X THICKNESS TO I3E PROVIDED AT ENDS. AND AT ALL SUPPORT OF JOISTS AND RAFTERS, . TYPICAL SILL BOLTS TO ICE 1/2" DIAMETER AT. 4, O" 0..; MIN. EMBEDMENT (SEE PLANS -PETALS GOVERN). ALL METAL FRAMING ANCHORS. AND. HANGERS SHOWN ON DRAWING SHALL PE "STRONG TIE CONNECTORS' AS MANUFACTURED Y. SIMPSON COMPANY 0R APPROVED EQUAL. . . . NOTE: SEE DETAILS FOR UPeRADEP BOLT SIZE AND SPACING. I. ALL SOLID LUM13F-R TO E ERADED 'Y WGLICR WWFE SA ALL LIMPER SHALL HEM --FIR #2 (11F #2) OR PE1T R. ALL. %%LIP LUMPER, 5" X 5"OR . LARSER SHALL rt DOUSLAS FIR #2 (1F #2) U.N.O. . 0 Z. THROUGH DOLTS AND LAG BOLTS SHALL PE ASTM A307. PROVIDE MI4LL AALE IRON WASHER AT ALL BOLT AND LAS BOLT LOCATIONS. PROVIDED our WASHERS FOR ALL poLYS .BEARING ON. WOOD. 3. ALL NAILS SHALL PE COMMON WIRE NAILS, UNLESS EXPOSED TO THE WEATHER/ PRESERVATIVE TREATED WOOP, THEN I10T PIPPED ZING COATED. &ALVANNIZEP STFFI 4. .SHEATHING: ROOF:. -/4" '05I3 OR PAPA RATED SHEATHING WITH $d NAIL @ 6" 04. EDGE, 12" 04. FIELD U.N.O. FLOOR: Ni T&G PLYWOOD WITH' 10d NAILS @• 6" O.G. EDGE; 12" 04. FIELD. U.N.O. 5. NAILING SHALL COMPLY WITH I'0 TAME 2304.9.0 U.N.O. FOUNDATION FOUNDATION DESI6fJ IS $ASeD ON AN A55iJMEV AVERAC7E. SOIL OF r)eo PSF. XTeRI4R .PODTIN65 TO SEAR I' -G" (MIN.) P?F1aW FINISH ALL FOOfINC S• AND .SLAPS TO GEAR ON FIRM. UNp15TURBEP EAR BELOW OR6ANIG SURPAGE SOILS. . 6AGK FILL TO' $E TYtORGllSY1LY GOM1APAGTFD TO 55% MODIFI=17 P *FOUNDATION VENTS TO. NOT INTERFERE WITH DIREGT LOAD PATH OF COLUMNS. • 45 POP. FLUID PRE55lJRE. CONCRETE • CLASS AND USE A- FOOTINGS & FOUNDATIONS - B- SLABS . ON GRADE, EXT. PATIOS ANP FOUNDATION WALLS EXPOSED -TO WEATHERING' SLUMP 2500 PSI 3-4 3000 PSI 3-4 �•r REVIEWED FOR COMPLIANCE ?PROVED , . NOV 13 2014 City of Tukwila LNG DIVISION. REINFORCING STEEL REINFORCING STEEL ASTM A-615; &RAPE . 60 U.N.O. DETAILTA$RIGATE AN • PLAGE IN ACCORDANCE WITH THE LATEST EDITION OF THE A.G.I. "MANUAL OF • STANDARD PRACTICE. • *STRUCTURAL STFFI TO BE FY= 36 KSI. CONCRETE COVER OF REINFORCING 3" MIN.. CONCRETE CAST * AGAINST ANP PERMANENTLY .EXPOSED TO . EARTH. (FOOTINGS . • . • •• 2" 'MIN,. CONCRETE* VERTICAL FACES EXPOSED TO EARTH OR WEATHER. I .%/" PEAM5 AND • COLUMNS NOT EXPOSED TO EARTH OR WEATHER. •g/4" • SLA a.: AND WALLS NOT EXPOSED TO EART11 OR' WEATHER. LAP. ALL FIELD SPLICES 30 BAR DIAMETERS -WITH MIN. OF 24". BEND WALL CORNER AND FOOTLING BARS • 16" OR USE CORNER BARS AT ALL CORNERS .AND WALL INTERSECTIONS. INSULATION 1111Plg- t UNLESS NOTED OTHERWISE, INSU_ATION TO. it. AS FOLLOWS: LOCATION FLAT CEILINGS/ ATTIC /SCISSOR TR. • VAULTED CEILINGS .(SINGLE RAFTER) •EXTERIOR- WALLS .84 FELOW GRAPE WALLS BETWEEN' HOUSES & GARAGE FLOORS sOvER UNHEAT P SPACES SLAB PERIMETER HEAT DUCTS IN UNHEATED SPACES. Tank I e s s WATER. HEATERS SAS WATER HEATERS . STAIR NOTES MIN. I SULATION R-49 %MC FA1500 itett, F114 00-) R-38 R-2I R-21 R-90 R-10 *VAPOR RETARDER ON WAl I S R-S GEILIN6 TO PE PAINTED VP. ALL. OlJGTS TO HAVE TAPE &SEALED TO MEET REQUIREMENTS OF AStiRAE. STANDARD 90A-50 AND BE 50 LA$ELED. R 3 MIN. INSULATION ON I10T & GOLD WATER PIPES. •-6 =-8" CLEAR HEADROOM AT STAIRS. HANDRAIL UP 34" -- 38" RETURN ENDS, WITH . HAND GRIP OF 1 %" - 2." IN GROSS SECTION, CLEAR BETWEEN WALL AND RAILING. 3 %" O.G. SPADING MAX. FOR UPRIGHTS OF HANDRAILS OR GUARDRAILS IN STAIRS OR PECKS. FIRE BLOCKING IN STAIRS ONCE IN MIDDLE OF RUN BETVEEN STRINGERS AND ALONG RUN' BETWEEN STUDS. DOORS AND WINDOWS. RECEIVED. I• CITY OF TUKWILA'. OCT 272014 4 MINIMUM PERMIT CENTER 6. SACKS/G.Y. REMARKS 7• 5 V . 28 DAY 6TRENST11 8. 5 2 • I. AIR -ENTERTAINING AGENT (5% To 7%) TO BE USED IN ALL CONCRETE FLATWORK EXP05ED TO WEATHER. • 2. POSSOLITH .300 SERIES (40Z .PER I00#. OF GEMENT) TO BE USED . IN ALL CONCRETE. • 3: MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IRO COPE. • . • 4. • WATER- GEMENT RATIO 0.50 PER IRG TALE 2003. • 5. PROVIDE CONTINUOUS #4. BARS IN TOP , OF FOUNDATION WALLS ANP (2.) #4 IN FOOTINGS. DOWEL FOUNDATION WALLS . TO FOOTINGS WITH #4 X STEM WALL HT. - LONG 15" O.G EMBED 5" ' INTO FOOTING (U N O) NO SHEAR KEYS REQUIRED (m.o.) ALL S1:AZING TO I5E .DOUBLE GLAZING WITH MAXIMUM "U" VALUE OF ALLS SKYLIGHTS: TO BE. DOUBLE. CAL AZINS, MAXIMUM "U" VALUE OF ,!,,(J. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM . INFILTRATION OF 05 GFM PER . LINEAL 1=00T OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD .ASTM E 1.. 3.73. SITE QUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT 'FROM INFILTRATION CRITERIA. ABOVE, BUT MUST E. MADE TIC?HTLY FITTING AND WEATHER --TRIPPED OR GAU._KED. SLIPINS GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM INFILT SQUARE FOOT OF DOOR AREA. • SAFETY GLAZING LOCATIONS: INGRESS AND EGRESS DOORS. 0' SLIDING 'GLASS DOORS, SWINGING eL.ASS DOORS. SHOWER ANP BATHTUB ENCLOSURES/ WINDOWS ABOVE BATH TvBS. ' GLAZING WITHIN 24" OF A POOR. GLAZING GREATER THAN. 9 SQ. FT•. GLAZING IN GUARDRAILS. GLAZING IN STAIR WELLS ANP WITHIN V-0" OF TOP ANP POTT SLAZINS W/ BOTTOM EDGE •LESS THAN IS" ABOVE FINISH FLO MISOELLANOUS NOTES 04 h I. GUARDRAILS TO BE 36" MIN. ABOVE FINISH FLOOR. 2, HANDRAILS TO BE 34" ABOVE NOSING,. WITH NAND GRIP of I jz' 2" IN GROSS SECTION, WITH END". RETURNED.. 3. . SPADING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS . TO BE MAXIMUM • OF 3 3(6" CLEAR, SUCH THAT A SPHERE OF • 4•" DIAMETER SHALL NOT PADS THROUSH ANY OPENINS. 4. FIRE SEPARATIONS 'BETWEEN GARAGE AND DWELLING:.. INSTALL 5/S" TYPE "X". SWB ON ALL WARM WALLS ANP CEILINGS, BEAMS, POSTS, AND BEARING WALLS. 5. • BEDROOM EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR OPENINS OF 5.7 ' Sr. MIN. NET CLEAR OPENABL..E WIDTH OF 20" AND MINIMUM NET CLEAR 6. : REINFORCE WALL AND SLAB OPENINGS WITH ONE EXTRA #5 DIAGONAL PAR, 4'-0" OPENINS HEIGHT OF 24", MAXIMUM EINI5Ht=D GILL HEIGHT OF 44" . APOVE FLOOR. LONG AT EAGI't CORNER. 0. SLUE. BACKING USED FOR TUB OR SHOWER ENCLOSURES TO BE WATER INSTALL A. 7. 5/5" DIAMETER ANCHOR .POLLS @4 D.G. (U.N.O.) .'S WITHIN I2" .OF SISi ANT BUT NGT• TO PE INSTAL L Ei� OVER VAPOR ARRIEf?. OR ON THE SILL.. ENP. & NOT LESS THAN. 7 BOLT DIAMETERS FROM ENDS/ SPLICES, MIN. 2 PER GEILINC�. PANEL. 7" F..MBED INSTALL 3'' X 3" X ��." PLATE WASHERS P. 7. � SHOWERS : TO BE. ;EQUIPPED WITH FLOW CONTROL. DEVICES MAX. 2.5 GPM. 8. WATER HEATERS TO BE LABELED AS COMPUTING WITH NAEGA 1557. , 8. ALL INSERTS AND FASTENING DEVICES SUCH .AS TIES, BOLTS, CONDUITS, ETC. 5: • • . EXIT DOORS TO BE OPERABLE FROM INSIDE. BUT A NIGHT LATCH, DEAD SHALL BE PROPERLY LOG,ATED ANP SECURED IN POSITION BEFORE GONGRETL. IS • ,BOLT SECURITY CHAIN MAX. 48 ABOVE F.F. GAN PROVIDED. PLACED: EMBEDMENT OF ALUMINUM ALLOY MATERIALS SMALL BE APPROVED BY THE IO- •EXTERIOR .OPENINGS EXPOSED - TO THE WEATHER TO BE FLASHED IN SUCH ENC. INEERPRIOR TO CONSTRUCTION • - • A MANNER AS. TO MAKE THEM WATERPROOF. II.. ROOF FLASHING TO COMPLY WITH IRG IOU- 12.' RECESSED LIGHT FIXTURES TO BE TYPE 1G RATED PER WSEG . 13. EXHAUST DUCTS SHALL BE ULI9I LISTED "DUCT", INSULATED TO R-S IN UNCONDITIONED SPADE • ANP TERMINATE AT LEAST 36" AWAY FROM ANY OPENINS. 14.. PROVIPE FLASHING AT TOP OF ALL WINDOWS. • • j5. SMOKE DETECTORS TO BE INTERCONNECTED AND BATTERY BAG- SUP. 16. Duct and Air Leakage tests needs to be performed. 17. .Provide arbon monoxide alarm per'R-315. tdo• *i. _, --c. o f [MG. ngt 9. SEE PLANS AN7 DETAILS BY OTHERS FOR 'PLUMING LOCATIONS & DIMENSIONS ANP OTHER CONCRETE CONSTRUCTION REQUIREMENTS. 0 10. ALL WOOD FORMS USED IN THE •GROUND OR BETWEEN FOUNDATION SILLS ANP THE GROUND. SHALL. LSE: REMOVED PRIOR TO BAGKFILLINS. • . II. CONCRETE AT CONSTRUCTION JOINTS SHALL HAVE . BEEN INTENTIONALLY ROUGHENED ANP CLEARED OF ALL LOOSE CONCRETE AND DEBRIS. GONSTRUG.ITION JOINTS NOT SHOWN ON Tt-IESE DRAWINGS. SHALL BE APPROVED BY THE .ENGINEER Pi?.IOR TO.GONSTRUGTION. • C V. �a µits ©t Aut t.N wc�. Luotokums t� 1 ur4.1�iuz s 18.. • P r o v i d A(IJL. e.��'�i: ! , Lt.UIt * 'tO' A.b('• i aril (» JAULt . I9. i d e n t i. •f t1, et too t(&l. G. `t'• tf is milt, W. t09,L (I 1eQ`4' ID e _ ti vivo Ma is .4-.0000030 e r !MG. 2OItoR -h, iMial Z o-azr.3 mow .. • • 9 r led 1111.91P LkGkOC TWA olatIft t‘) CANS orM -J`buoil4,0 h 1077.0 gitb° it as" OD° G ft% °Ott Ot4 (61 6-t, [9' tN9 Ng. to' -ttt) e..M24., -91-001 rttYxit- Seat ( ).;0'143) I to aft_ to' maima umtz--iktimai mt65f, u 0 MUL -0 _II ?too c; ?ft MO Leka. It 1°1_4114. Mt) /9..tryi6Owis 410 m e mob 4,00 ftwg, 'Z. I MI% eas/diatittAS 1-0 — - U(AtOt4 14-t9R. SO Ft- ertXvOIDUces teig tia:411, Oil V 0 51ALt5 %oft 4 nctf GL eiti.15. '30c) V•Y fDO‘u0- ti4 -6:04 -CulE::(0.14t0 490405. ti woo uis). („i!) (11\lts,) t(L0K, •624E; stiAtocitt ekNx to 6kocces.A. (mu. m.0%4) 4ei-sft It 1610sF', 2,10)clz1 1..ittt •ext'P 14.54) (bo t-kt /41+10 t: um's Ito Pr 114 rtiXte-S — .4r14,111-6,761-1- Iss`x,toi =golsr: 'et9t4j NotiWlI D trt413 • ifai6 SF: DO: 110---_tht OA_ to 3 . fliwttn • . . • CArrirt : • • • - P.,•rrTt • • • . : . • I • ••• = 0•WW'IT1010%nii Merrgn ()21 0 •-•: • :•: WILI$c 1510 401/1g...:*3k0 400 00 FT C)1, FT: ego 1atLot • '..';',••••,•• • • iifiuuttloti.!(+ . • • ,,„ „ . • ,111KW1 PropertiTyixt t Ming Number *L' Plat Stock • (sc.; PtatLotlUnitNumber I •Civartereciaon-Townehip-Ran9e. i! • LAND DATA • . . Use /4a1 If Vacant •Higturat & Seat, Use /.10 Improved Present Use Base Land Value SqFt Base Land WWI 1% Bair! Land Vilk4bilPitated Sale Land Valved Date MULTI -FAMILY OW14-UNG = PRESENT USE angle Favey(Res UsetZone) 0 84.030 100 8/25/2013 *SD LaDd WU* Tax Year 2014 Land S4Ft Acres 10,31X) 024 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING DIVISION Percentage Unusable rinbulldabra.: „No • Restricthre Size Shape 140 • ffi evrAik, sewedsooc•vu ?out/ Read ACCees • It • •Paddng Surface RECEIVED • CITY OF TUKWILA OCT 2 7 2014 COMMENTS 2 i g 41 t•-.)4\ 47-f'"' - 4.' C5 44300-01-04a 1=- z jr:j• cu Oz 8 < $*1 De (4*/ 6 CD 0) ~SHEET -a .............. ki •`It r.;.1 ‘,* f.(adt,'• Ann 1.1011111•11116.1.1•11*.l•-• 4••••••:•••••••ti.mworwootwom....... tAku4 (-toot. - 12115' (01.tlitto4 't=-6-Att g1.1\-•t-) co2b1,(0.1 .1•••••••••,,momm•m••••••••••••••••••11.1*.1•••••• •21 It WOIA 17.6 11111..11. tor.w. tzerivoit, • Ot'sY3 " 0 • ri n • . „ • tti\NO- QM • 11 0 etwa. bko,Ist (1,17‘.,tau 610-) At131134117/44.Mr443131,07 •titiT::6gA , . „ , . . ,......... • ?„,,,4•1+1,. 11 1•1,1'.!" • INPER irrillan UMW •ftlna own= tam Omit e •••••*•rastrte.......n.p. ,..immanmp.. _AM miA; 4(414'4%7- tect4449 tto two •• SW. tataaws........1.1.manaystr, etstattl.stat..1.111.1111. 01414. • I trt 10 2. • kewt-Ou ftem ----- war 11 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING 'DIVISION Stl-fiNtcgi.k atitrue?.. Y111 via. &441-t146) X...9.2...1/41M- I bi RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER (s) I 8 21 0 Vii i 0$4>6-40-402:0 z 0 r.warEET"a 4 F. 0 e tvom .9%11 Loov.,) g142106. v#74),A111) gl,Pco*. 9PM.0‘ lt(i0 0 Otsitt a i 1c094e, °2124-,40 f(c41; eov, 4,1 1 I SI 11111111111111 1111111111111111111111111 1 Isla lctsaZ Atott 4 ,os11•101%1 11, I *WM, orrn.mtero.,,,,,,••••••• • • • „ , . • , 1 71 01\11•1" vet jp, 011 `. ................ MAIN Allild11111101111111111111r t. cr4 . ''' • Ditiotaxt;:., 1'0(4. -IL. Wi3V01AALI Oc,(tDs. FaxiS ed 121-12). ol 1)(9) Vg _ 10 r 4... ;Aga._ . tfrA2- 3 „4 ralk tot) Riot LLativcs REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING DIVISION — — , 0710*. ... , . .... • ... " . ....... . . • (r-fol,30 fRok RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER e:44-4twit, c2, GMET. 1 COMMENTS . II 2 i ij A 44 A ....e....31" --zt: vc-:-Z----- 05 Z . gisco-40-con z 0 'SHEET w+� Ism _�._ L cst tax== ' LU uJ Z (r) .. 8 VI z ''' i 5 '7'1 „.i z)-4 NO. DATE 1 0 GA ‘houtotto stag Asti uktyiklxvi MMd .flCottg erg. talk, . ,Gtztn6- ost 100 ettolit-ka uNter i)qua4-.; cA'ptiA0 4?4,71414.k5- opt s Le\iiktioK1 --ati.76-___.a..wfosictio-diR0ot(1441! , ............................. OEPEwU.. NorEs: -CONSTRUCTION TO COMPLY WITH THE WA STATE ENERSY - COPE °WM:.EDITION. -HEATINS SYSTEM CHOSEN TO MAINTAIN . 70%f=. AT 3 -c" ABOVE FINISHED FLOOR. . -II.V.AG. EQUIPMENT SHALL NOT _ EXCEED_ .J50%_ OF... DESIGN.. LOAD. -&IZINS IN HEATED AREAS TO #3E INsULATEP DOUBLE CLASS ANP TO F.E LASED wIT11 AN .APPROVED TESTED U-V, E. -Do NOT SCALE DRAWINSS; DIMENSIONS SOVERN. 111E CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. THE PRAWINSS SCALES ARE , - INPICATEP TO PROVIDE VISUAL PROPORTION AND SHOULD' i)E` VERIFIED WITH SIMILAR DRAWING ANP LISTED DIMENSIONS. -MERE CONSTRUCTION .DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART Cr TIME WORK, THE DETAILS SHALL FE TIME SAME AS FOR OTHER SIMILAR WORK. THE CONTRACTOR SHALL; ASsIME CONSISTENT CONSTRUCTION PRACTICES OCCt RRINS IN AREAS WHERE PETALS DO NOT INDICATE SPECIFIC MATERIALS OR PROCEDURES. -POST ADDRESS CLEARLY READABLE FROM ROADWAY. NUMI5ERS SHALL CONTRAST FROM THE PACKSROUND. -EtOV HARDWIRED SMOKE DETECTORS ARE REQUIRED AS PER (If56 2Otc) INSTALL WITH INTEGRATED PATTERY FACKW. -INTEGRATED WHOLE 11OI.15E FAN VENTED TO OUTSIDE ON A 24-HOUR CLOCK IS REQUIRED. THE CONTRACTOR SHALL. VERIFY ALL POOR AND WINDOW ROUSH OPENINS DIMENSIONS WITH THE DOOR AND WINDOW MAiUACTILER. ALL FRAMINS ANCHORS, HOLD DOWNS AND SHEAR WALLS SHALL 1 E INSPECTED PRIOR TO COVERING. -A 3O" t3'Y OPENINS WIDTH (30" MIN.) CONCRETE STOOP IS REQUIRED OUTSIDE ALL EXIT DOORS. A 3" MIN. CONCRETE APRON IS ALSO REQUIRED AT SARASE DOORS. - HERE SHALL F)E A FLOOR OR A LANPINS ON EAaI. SIPE OF A POOR. A POOR MAY OPEN AT THE TOP STEP. OF A I9JSHT OF STAIRS, PROVIDED THE POOR DOES NOT SWING OVER THE 1.jp4,p�. TOP STEP. A POOR MAY OPEN AT A LANDING THAT 16 NOT MORE THAN 7.75" LOWER THAN THE FLOOR LEVEL, PROVIDED THE POOR DOES NOT SWINS OVER THE LANDINS. WHEN DOORS OPEN OVER LANDINSS, DOORS IN ANY POSITION HALL NOT REDUCE THE LANDINS LEN&Tf I TO LESS THAN ; 12„ cric-X0 5663 REVIEWED FOR. CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION D RECEIVED CITY OF TUKWILA OCT 27 2014 _..__PERMIT_.CENTE.R -. ),(3cgtiAkt(a titttr et7u ut-x) ko&tii- (MT • Salta owtt /071 5r, I jtV7 s . etitt66Cf: /Ma-. 321 C =. Cru2tNqK 21 l 1 Ito Ofkee. aasezif4 C5,1 tGSr.YCS-'.ti`i to a g Net • REVIEWED FOR ODE COMPLIANCE APPROVED ..,__._.. NOV 13 2014 City of Tukwila BUILDING DIVISIO Loa 09tt .w40wgagikego (tilTomt" t'a01.4zstex., Awl 2I s } UNte ticimo 5 aims w/bMovtA. r0 WiViztoc tb 40\it at OAS I ekat 01 tilk1 Miati IIIS .." Li irtiat eto isoup,t, kidt, umis asam _.NOS . M : (Nit .... rto- etou OAP.. tiNtH b; " .0 • i • -+ a... r am, RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER fro kuov z 0 N z rftiSHEET~ KWhole Nouse Fan {1J 1LITY RM) Kona! f l akt Inc KK125 1.4 Sone Rating .7g 1"' VV.6. on a 2.4 hr. clock. Vent to exterior. Kitchen STD Fan MOO 1.4 %NE RATIN& cfm min. exhaust fan per manufacturers specs. Vent to exterior. All 'at h Fan: BAN a 90 C" M @ 2.5" W.S. Vent to exterior. Egress: 'edroom sash, s i Ifs up 44" max. A.F.F. with min. 20' wide X 2.4" high opening and 5.75 sq. ft. Smoke detectors to be 110V hardwired with integrated battery backup. Direct Vent Fireplace: --Sas only heat source. -U.L. approved & labeled. --InstalI per manufacturer specs. -Provide glass doors. -- .. 50" type "X" for 1-hour f ire rating, wrap inside of box & underside of lid prior to installing unit. Tub & Shower Note: -To comply with IRG Wits -Waterproof backing up 70' min. above drain inlet. Do not apply vapor retarder under wonderboard. -Al I plumbing faucets to have a 2.5 - &PM f low rest i.ctor. -Safety glass on all glass enclosures. Direct Vent Fireplace: -&as only heat source.. --U ... approved & labeled: -Instal I per manufacturer specs: --Provide grass doors. �1N . 5/g>" type "X' for 1-hour fir. e rating, wrap inside of box & underside of lid prior to installing unit. Fu nace/ Water neater: -St e e I 11.W.T. to comp I y w i t h A4111 0: A :Sty .and labeled. To be equipped with a pressure relief line plumbed to outside & seismic straps for horizontal forces. -Insulate ITINV.T. with R:16 wrap & sit on RHO ridged when placed on concrete. -MAC- above floor ducting to be 24 guage. --HVA6 unit to comply with WSEC & :::labeled with a performance rating." Alll I pilots, burners & switches to 8 Protect mechanical from impact with a wheel stop or bollard when located in garage: -6ut out for furnace plenum, i f applicable. Verify.size ...and location. *Non recirculating hot and cold water pipes located in unconditioned space shall be insulated; to R-S min. :(W E.& 503) arage Fire. Separat ion: --garage/ residence corrrnon wall to be .. fire -resistive construction by 'the use of 1/in&:Vile: all support wal Is, post and beams. -Place 5/Pd' type awrk on ce l i ing of garage when heated living is located above -A self -closing, tight fitting solid core wood door I /P" thick : or a self -closing, tight fitting door with a`20 minute rating. shall be used: 4" concrete slab over compacted fill slope to front. 3" O gms etf{ts pry tNCti-Ntt 1 0 iffttikh ...(.0_-1.... :::: 0J- . etie4; (Otte eettgai4 I f4 O..mm.. H nao REVIEWED FOR CODE COMPLIANCE APPROVED. NOV 13 2014 City of Tukwila ILDING DIVISION r OCT 2 7.2014 • PERMIT CENTER nor s'001111111111111111111M1111111111111111111111111111•11111111 • f 1. `RECEIVED. CITY OF TUKWILA. ., il':i+`:i»i!`,?'.;er`��">:»z;�i°',,.,_.s.'Y<<:'»�.`a.:.. �._:"i;rF'<�="�`�'«:2�• i.�"sad.�,�-.:+�"r�3''f ;'^}`.#;,:«h�° ARw/Vi SGFtDI,LE-- 61W FRAMING MARK s(2) 5tfATti1NG OW4EATriff4S, 2X ftf LNO: 17 NAI* (ITT NAME; (4 I2" Oa WE PLATE NAILING *(5) ROOT To TCP PLATE, FLOOR TO TOP RAT & SILL ELATE *(0)*(6) stt PLATE 3" x 3" x Y4 pWA1ORS W/ Y.LPWArLE Lops wAEteR6 FV 6a ei EVX9) I 7/I(a., Sd ®6 PG. (d j2 O. l6d (6 PL. 4 K �„ LNG 0 48 PL. 23D fir 5W 2 7/Ib" QS$ Sd 4" Oa1bd ®12., ©� LTP4 0 24" P.G. Sir a X Kr tON6 0 41 OL. 350 ' F1f - *5W7/ b" Sd 3" ©G. LTP4 0 IS oG LTP4 0 I8" O. 5/g,': Q X LONG 0 50" 4 ........ ©L. ..... .._ : 455 RP *5W 4 7/I6" /700 I©d 0 3" PG. LTP4 0 10 , L.TP4 0 16" 04. SL /'N6 - 24 .00. RR J= * `.�" 5 „ 7/ C !4d �9 Z o&. LTP4 0 12" LTP4 0 IZ" PL. 5/6" a X 10" LDNe @ IS" 04. 725 E'LP *SW G 7 ! SIiE Od /Y' 04. LTP4 @ 12oe, LTP4 0 12" 04. 5LONE, 0 le PL. 110 * 5 W 7 Vie °5P pffii Lod o �" 04. LTP4 0 roc LTP4 . @ �" oc. 5/8" a x 10" LONG 0 I21 OA_ Imo, PLF *5W 7 _ 10d ®2" PL. LTP4 0 Sbe..LTP4 0 S" 0L. Sir X (0" LONG 0 9' o.. 145o t - * 3X MATERIAL 'AT ALL Ali" IN& EXES, 3X PLATE IP FLOOR NOT rep IF OSO SHEATHRNIO RIMS GONTNN, OJER 2X PLATE & 6PIJGES AT CENTER . Cr RIM + ISr WITH NAIL 64140s 1 1�4i EAV L St PSON OR E VL LOCATE M U2OWN AT EAG41 EN? or StiEARWA L MO: INSTALL PER MANJW.TI,RF,R REGAN+ VATIONS FOR FOUNDATION MIN. ENIP Pt5TANGE & EMPEPMENr, DEEPEN FOUN ATION A5 MP. Z. Ga151TAJGT GRffE WALL. SANE AS alEARWAL (SW) Ate. & GAttz ETV 64N5IRU6116N 60m A5(6M MOW 5t--:Ak'�NALL RE(RUIRE6 3x OR (2)-2X FO VATION SILL RATE 4. TIVEACEPRla & COMER AS WORN 5 COMMON NALS, Uvo. Sd---O.I3}" X 2 W", 10d= O.I425" X 3",'.1icfr-O 144," X 3 WI, 10i: OW" X 3 , 10d 5u z= 0.14S" X 3 j". O. INSTALL. 11I CUPS ON ALL. TRUSSES/ RAFTERS, A35S 0 2 4" PL. ON &LIES & RIM %Iota (OR %'LP ti..0) TO TOP PLATE (5LL PLATE F IWA11ON) INC: Wte i 515ELIFIEP SPk 4NG IS LESS THAN 24" oL, INSTALL. A S AT R0 6CU2 MO! TO 9N TOP PLATE, Ay INSTALL HI OR HZ 5 ON ALL rRI$6ES/ RAFTERS LTP4, LTP5 OR LS50 CAN IE SLOSTITIFE12 FOR A35. GONIsEGTION PER 5hesON STR N& TIE OR EQLIAI.. T MIN. 3x OR (2)-2X 51195 LAMINATE' W/ (2)4d ® 0" 04. Ar AI VTTINS PAt L NHS. 8. MOOR oars SHALL I!E Empeppep L EAsT 7 " INTO CONCRETE; TITRE '4iALL PE A MIN. Of 2. MOLTS PER PIECE, WITH 1 DOLT LOCATED NOr MORE THAN (2" OR L GG THAN 1 oar PAVERS FROM EACH QV OF THE PIECE. 2X MIN. PRE55JE TWATFP LNO. etEET NAILING atALL NOT PEW-TAATE PAST FU Al wITYt SLIPPAGE NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above. top of foundation wall near location of power panel.) IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. FOUNVATIQt1 NOTES: -CONCRETE TO tE. 5x1/2. SACK: FG- IWO PSI IP 2$ PAYS. -REINFORGINE; 61M_ TO rya AGT M A- }5 GCE kd OR teTTER. -FoonNS6 TO REST 6N 2000 PPF UTISTURPEP 5 - - AS P. -MINIMUM CONCRETE, GO'VF_RASE Or STEEL TO It 3" CLEAR OO TOM OF FOOTIl { 1/2" CLEAR ® OUrsl1 t OF WALLS 3/4" CLEAR }INS OF WALLS. ALL LEER IN C 4tACT w/ GaslaRZTZ TO PE . PRESSURE TREATED -MINIX SOLID $LOOCINS OVER %WORTS, -FCW7ATION WALLS S 'tALL HAVE TWO #4 PEWS IN THE TOP O" OF THE WALL, WITH A MIN. 1" SEPARATION PTWN . THE PARS AID A MIN. 3,/4" G'F GENENTIOJS /1AM kt100 Obit effaer post REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISlON ebBts was (s 8x5 WV. ... ts- � uvoEostitoft �aou�t�l I�artstt�a fo&Mt��tn�n k%Uowit�__. ►s ro Kmite-1occioiftatt- Ategio. Lt • .ECE CITY. OF T OCT 2 PERMIT •C $0 m i DATE Otte. acti UI iIt' 5t F hoot (S tliffsmst traAtiwt umit V D""• UKWILA 2014 ENTER i ZXlOn71a-- , \ %to. ert Ito US Jam. tiN •Jom trb _...� t • mseammg 111 -� _:Y4 -C#)t tt gtM s oLd CCC 'i& 2$t45 were ti21,4 Ate.............. 61-) tY(7. *NI nowt. c 9\-1:eAvtt- Mhwitotlfhtliat4 i,uo%, (ohkitoi- ;. PEVIEWE CODAPPRE CO MVEI D C NOV 1.3 2014 City of TO/lit BUILDING DIV 7iPsAwets qoaw �Um- ID 11. t."`" 7 "K. UO4 L. a. totilm Okts 0%4 to( ot�rn► ;to� mot€ n. 44/ 1c , -31 40s 2,3 4 0* u: Vote Irk tritvt.Jst cI h nM t NiAtd Mot ulattur,.) M�s2e t� Stu+p tit tu5 Mtn C ,. (45 txc2.. ut ost tort 2O. MI5 RECEIVED • CITY OF TU.KWILA OCT 2 7 2014 PERMIT CENTER . 1 f i M g .--- Z • 4 (' "� „�. ,. �wnrsuuns.... ..................,�.,m,..e.,c.,,�..+x, .N........,..,.,.v«r,....w,�u..,„,o.,,s.,.,.�„e...... _ ..... Y (12).?laZ 14VINtv 'a V. v Jolt ., y r n-d 3� `yet:. N r4 2�28.1i. Ktm uJ WW2 1 1.c$` 0 Uti4 (/)21( UM. v (0440 REVIEWED fOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila: BUILDING DIVISION u ut 01 tSt (V) I- CAA, 0 OM 111P alb 8 of Jstc 12-42614- 42) t)o tioct ONO r�•RR�+r�r�rrrrrrrr .'l MtC. a 40•4 a too, Attyrr Az-0(4NA. 'ccx�y -ny� RECEIVED CITY OF TUKW'LA • OCT 272014 PERMIT CENTER IOW z 0 44 0 (r) 0t31 OC Ecv CS(7.411 n o 1 o R h TRUSS AND Roor NOTES: MALL . GARRY MANUFACTURERS STAMP. -SHALL € INSTALLED AND PRACEP PER MANUFAGTURRS SPECIFICATIONS. --SHALL NOT r3E FIELD ALTERED WITTI UT PRIORMILANO PF.PARTMENT AND ENGINEERING APPROVAL. -- TICA 0/TRUSSES WITH MIN. Off 2X0 #Z. ti.F. AT 24" 0.6. U.N.D. AT ALLSIKER MUSS LOGATfr NS PR VIPE FILL PEARINS At:ft-6u FORT to @Rpm TRUSS DIPS ATTIC VENTING /1505.3. VENTING ON 1/300. -VENTS USEP AIR TYPIG& {3) 2" a BIRD f5LDGK6 AT OVER -JAW S" ROOF JACKS OR CONTINUEUS RIDCE VENT. SEE ROOF LAMING PLAN. -ALL VENTING f5ASED ON NET GLEARANGE OF 75%. 'ih�SV.i�::'z3:Y lv ,'.Ci•�LItit�,.'i £flk (1g0rof: Walk- 1111/11,4A1V4fkaat O440 i 00111, 1 8 q1 ,,Fi 2. 44,z A „.,). 't- c .z, 00:0-0-coA \ t1 e...01#43go. Ottzipm, etusi, City of Tultw%Ia . . BUILOINOOft DIVISION »!, UANCE 114 ;�c.... *1` ukwI1a %.,iLDING DIVISIO REVIEWED FOR CODE COMPLIANCE APPROVED NOV• 13 2014 4t VS shy (MU -row 4040. Vtts 1\00 City 4G TukBUILDINwila f' RECEIVED CITY OF TUKWILA OCT'2 7 2014 PERMIT CENTER cn a a w 3/4" CLR. 4'-0" MIN. TYPE "X" GWB 999 SP2x4 TOP PLATES LAP LICE 48" w/ (1 ) 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 34"(OR EQUAL) APA RATED T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" O.C. 0 EDGES & SOLID BLK'G 10" O.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING O SUPPORTS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING NON -COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d O 16" O.C. TO JOIST & (2) 16d EA. STUD )4"(OR EQUAL) APA RATED— T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" 0.C. CO EDGES & SOLID BLK'G 10" O.C. IN FIELD FLOOR JOISTS PER r'LAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING 0 SUPPORTS NON -COMBUSTION FIRESTOP FIRMLY SECURED SHEAR WALL PER STRUCTURAL E 1G/FEN OSPACE 3x4 HF#2 STUDS t' 16" 0.C. 0 GROUND FLOOR OF 3 LEVEL BUILDING 4" CONC. SLAB FLOOR — OVER GRANULAR FILL ..a e 11 11 .IIIj =11= /4" CLR. 4'-0" MIN. TYPE "X" GWB is ._-!ronvor.trir.„.2117,1117 24" %" TYPE 'X' G.W.B. EACH SIDE OF '1Rl!SS NAIL w[ 6d COOLERS 0 4 O.C. (EDGES & FIELD) -EXTEND UP TO ROOF 'SHEATHING, 1" MINERAL WOOL FIRE BLOCK CONT. AT CLG. MECH. FASTEN TO FRAMING ate � tud iiiktidsievt4G SictP 'tams rtt 6J%JUUC eto eec(o)T 1146• PAPAPET IS NOT REQUIRED WHEN THE ROOF IS COVERED WITH \k--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 .e> (1219MM) ON EACH SIDE OF THE WALL OR WALLS, OR ONE LAYER OF in (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 S r OF THE W * ALLS. (2) LAYER %"TYPE 'X' G.W.B. ACOUSTICAL SEALANT GA FILE NO. WP 3810 1 LAYERS %" TYPE 'X' GWB EA. SIDE 1 LAYER %" TYPE 'X' GWB EA. SIDE PENETRATIONS OF THE RATED PARTY WALL SHALL COMPLY WITH I AND ELECTRICAL PENS ATIONS SHALL COMPLY ftg —RIM JOISTS OR BEAM PER ENGINEERING T-- (2LAYER %"TYPE 'X' G.W.B. 0 CEILING PENETRATIONS OF THE RATED ARTY WALL SHALL COMPLY WITH DIA AND ELECTRICAL NETRATIONS SHALL COMPLY WITH R •jpjsi 1 LAYER %" TYPE 'X' GWB EA. SIDE 1 LAYERS %" TYPE 'X' GWB EA. SIDE RIM JOISTS OR BEAM PER ENGINEERING C7 (2) LAYER %" TYPE 'X' G.W.B. 0 CEILING 1 LAYERS %" 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 -, u 43/4l i UL U305 Fire Rating STC Sound Test System Thickness petalled Description Quick Description STUDIO ;USG Design Studio I UL U305 - Fire Resistant Assembly, Fire Rated Asse pwolu res mots -mg 'tqw, I(,y r L cActdi • •.y-• • ••- ••: . ��� fir...:• .',-..��-�� ����•• �� ���i��i•�r•.—',� •.. ••�. • ... • _ . .. •ate._ .. .. ... ._ ll t fOfkZtilkkAA StC S D. L-TL11-173 I tA 111.14 inC- - ►• 5/8" bly, Fire Rtt... Gypsum Board - 5/8 in. thick gypsum board applied vertically or horizontally. • SHEETROCK Brand UltraLight Firecode X Gypsum Panels e.hct4 O tkWi foestw to Stab tfs awA (0,41,0%914o. :a eitiru4 keukcr ttzak. tleia4c �al Vey Ctowl kP-} UI't C tiktim. avt27 %tit, toto, f-2E, iMs16c0 to(2- CM-12v, fimog; Jou.rt N6 64,0 tp-dt,. oth qw(ekuc;rfscE. riootectioc, ei it•mt,c(tv VA-m.0 t WM • 511wkit, (Alt& ( 1 I R WA' ISNA-''TZfpc Diu Ofz..)"t\ • ilmw scw IF 1101 J 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 less 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. ithos =vCt, Stk' LEoNs ?Alia ON1� 2x4 MUD SILL W/ %" 0 A.B. 48" O.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" 0.C. ON SEPARATE PLATES 1" APART W/ 6d COATED NAILS, 1%" LONG, 0.0915" SHANK, Y4" HEADS, 7" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES, HORIZ. BRACING REQUIRED AT MID HEIGHT. (LOAD BEARING) 10" STEM WALL .+y :!i:i'sw: a, r'• GYPSUM WALLBOARD, WOOD STUDS One layer Bien type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 11/a" long, 0.0915" shank, 1/0 heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid height. (LOAD. BEARING) NOTE: STEPPED FOUNDATION WALLS 1 HR PARTY WALL WP 337a %alp fig% C-544k+ o ` --A-41 440. SCALE: 3/4" = 1'-0" TYP. (2) 1 HR. WALLS {i -AsiN00 ci mu, o nth I t2 10,5 t Acstuai 45,41 littw wist, Acctsmati X X '+ter .rl Thickness:....... 91 " Approx.Weight 8 psf Fire Test . See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-62, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated NOTCH TOP CHORD OF TRUSS TO ALLOW 2x4 OUTLOOK TO BE CONT. 2)(4 OUTLOOKS 0 48" 0.C. EACH(2) d GALV. 6 OUTLOOK 2)( BARGE BOARD PER ELEV. 2)(2 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 / 2,Tiv STUDS © 16" O.C. (R-21 INSUL.) --.0111111 TYPICAL ROOF SYSTEM: ROOFING PER PLAN / 15 FELT /16" O.S.B "OR" 1/2" APA RATED SHTH'G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R-j,41) 45' M 299 (2) 16d NAILS FROM TRUSS TOP CHORD TO SWAY BRACE (4) 16d NAILS SWAY BRACE TO BLOCKING 999— A35F 0 SWAY BRACE TO DBL. TOP PLATE SOLID BLOCKING AT EACH SWAY BRACE 8d 0 4" O.C. SHEATHING TO BLOCK R-21 INSULATION PER W.S.E.C. 16D 0 8" O.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.O.) PER PLAN 56666614- FINISH PER ELEVATION/ 15# BLDG. PAPER OR AIR INFILTRATION BARRIER/ 7/16" OSB SHEATHING OR PER SHEARWALL SCHEDULE/ 2X6 STUDS 0 16" O.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'-0" RAKE / SAVE DETAIL SCALE: 3/4" = 1'-0"CANTILEVER DETAIL 12 NSEE PLA rthrintSuME 1/2" G.W.B. WHERE FRM'G © 24" O.C. 1/2" G.W.B. WHERE FRM'G 0 16" O.C. (1) .SIMPS. H1 FRAMIN ANCHORS 0 24" O.C. (TYP 0 EACH TRUSS) (2)2x6 TOP PLATES -LAP w/SPLI(10)16DCES " MIN. &NAIL c TYPICAL ROOF SYSTEM: ROOFING PER PLAN / 15 FELT 7/16" O.S.B "OR" 1/2" APA RATED SHTH'G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R-40 INSULATION BAFFLE (CARDBOARD) EXTEND 12" ABV. INSUL. 1" MIN. CLEAR AIRSPACE (3)8d 0 EACH TRUSS NAIL ROOF SHEATHING TO BLOCKING w/ 8d NAILS 0 6" 0.C. 2X VENTED & SCREENED EAVE BLOCKING, (3) 2" 0 HOLES PER BLOCK CONT. METAL GUTTER 26 GA. TYP. FASCIA PER ELEVATION SEE PLAN 3/4" T&G PLYWOOD SHEATHING GLUED AND NAILED W/ 10d NAILS © 6" O.C. EDGES, 10" 0.C. FIELD WALL CONST. PER PLAN *R-30 BATT INSULATION OVER UNHEATED SPACE SEE ELEVATIONS FOR SIDING SPECS. OVER 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7/16" OSB SHEATHING PER SHEARWALL SCHEDULE / 2X6 STUDS 0 16" O.C. tom. TO.m fkk14 at- o, l �a�,�A oiZ 4�Ssfot, Wukoltd kitkwtd %mg, Y ;./ RIM JOIST PER PLAN kkat FLOOR JOISTS & CONSTRUCTION PER PLAN !FINISH PER ELEVATION / 115# BLDG. PAPER OR 'AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS 0 16" 0.C. R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB cit ' 2"x24" RIGID R-10 INSUL— MIL. BLACK V.B. — ti i 'fit&t0 (• to Helv 4" MIN. GRANDULAR (FILL FTG. TO REST ON UNDIST.- SOIL w/ 1ePSF BEARING MIN 16d016"O.C.OR SHEAR WALL SCHEDULE It --EDGE NAIL TO PLATE E--EDGE NAIL TO RIM -+F--- JOINT 18" RUN PLYWOOD SHEATHING BEARING WALL PER PLAN 2x P.T. MUD SILL w/ 5/8" DIA.x10" A.B. 0 36" �.G. w/ .Vix,12" 1rfg-owASHER 4-3/8" min. & 12 max. 'EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. 4" CONC. SLAB —6 MIL. BLACK V.B. 1 8" MIN • .4 4" MIN. GRANDULAR FILL (2) #4 R/F BARS CONT. FTG. TO REST ON UNDIST. SOIL w/ PSF BEARING MIN. SCALE: 3/4" = 1'-0" CONT. STRIP FOOTING DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 FROM TOP PLATE CONT. OVs PLATES TO CENTER OF RIM JOIST ADD ADDITIONAL RIM JOIST WHEN FLOOR JOISTS ARE PARALLEL W/ EXTERIOR WALL FRAMING & FOUNDATION DIM. City. of Tukwila JUILDING DIVISION EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. (244 CONT. 1;0 TOP FINISH GRADE 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE 4" DIA. PERF. PIPE/PEA RAVEL FILL/WRAP w/ FILTER FABRIC EXPANSION JOINT DRIVEWAY PAVING SLOPE AWAY FROM FND. WALL CONTINUOUS FOOTIN 4" CONCRETE SLAB THICKENED 0 8" EDGE COMPACTED FILL 0511- RECEIVED CITY OF TUKWIL9 PERMIT CENTER 5663 RE STATE OFV,I;3:11. FOUND. © GARAGE DOOR 4 FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 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 - FOUND. PLAN FTG. TO REST ON UNDIST. SOIL w/ltr,tiaip PSF BEARING 'MIN.' • • 18" FRAMING 8c FOUNDATION DIM. EA. END JOINT 'sc CORNER EMBED BOLTS 7" MIN. INTO CONC. (244 CONT. 0 TOP FINISH GRADE 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE co aco FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. SCALE: 3/4" = 1*-0-TYP. EXT. WALL DETAIL SCALE: 1,-0-FOUND © GARAGE <1.7 (n= 2 .44 °Ea ItkolL1 D<P4- 4 s SNJ r"SHEET~ PER PLAN !Ay / • 0 (3) #4 EVENLY SPACED TOP AND BOTTOM OF FOOTING 4" CONC. SLAB 4 A( , • - , • 4 . • (3) #4 EVENLY SPACED TOP AND BOTTOM OF FOOTING ,•n+wae rozv-•••7 ! meµ• PLACE FLOOR JOISTS DIRECTLY ON TOP OF HEADER HEADER PER PLAN (1) HGLBA BEAM SEATS FOR FULL LENGTH HEADER #3 TIES 0 4" O.C. FOR TOP & BOTTOM 18" OF CONC. WALL- THE BALANCE OF LENGTH 10" 0.C. #6 DOWELS 0 12' O.C. ALTERNATE SIDES FOR HOOK 10" `M r.rarr . 7,7 4W 0 /t,;(r fahA #4 0 12" O.C. ALT. TOP & BOTTOM SCALE: NTS = 1'-0" GARAGE CONC. 4 3" CLEAR I 1'-on WALL AT FRONT SHEARWALL PER PLAN 2X CONT. BLK'G EDGE NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER W/ (2)- 16d EACH STUD tteAt iN Lieu of i Coot ot. 0e6, - use., stickii4) giaGat rd. ID DBL PLATE AS REQ'D NAILING PER SHEARWALL SCHEDULE, TYP. JOINT OF SHEATHING CONT. ABOVE/ BELOW NO JOINT ® PLATE TO RIM SHEARWALL PER PLAN a*• Immo INTERIOR SHEATHING AS REQUIRED PLACE MST STRAP TIES HOLDOWN PER PLAN EDGE NAIL PER SW SCHEDULE 3/4" T & G PLYWOOD SUBFLOOR PER GENERAL NOTES *WHEN FLOOR JOISTS ARE PARALLEL TO EXT. WALL PLACE (2) 2X AT EXT. WALL CONT. 2X BLK'G SIMPSON FASTENER PER SW SCHEDULE (A35 © INT./ LTP4 ® EXT. WHEN INT. AND EXT. ISHEA11NG IS REQUIRED) FLOOR JOIST OR BLK'G 2 JOIST BAYS FLOOR JOIST OR BLK'G SHEARWALL PER PLAN 1'4 © titoc toltweitt4s FLOOR SHEATHING to( to A, "0.1 A35 CO 16" O.C. BLK'G/ JOIST TO TOP PLATE SCALE: 3/4" = 1'-o"CONNECTION AT LOWER ROOF 2 SCALE: 3/4" =1'-o"SHEAR TRANSFER DETAIL 3 SCALE: 3/4" = 1'-0" I N TE R I 0 R SW 4 SW PER PLAN DBL STUDS- C ti wU. 10d 0 4" O.C. MST PER PLAN (10) 16d NAILS WALL FRAMING PER PLAN (y-) llak Nam. 11111111 •5 (2) SIMP. .,+ `> ONE EACH SIDE OF DBL JOIST OR BEAM PER PLAN SCALE: 3/4" =1'-0„ SW STRAPS AT CANT. 5 PLYWOOD SHEAR PANEL 16d NAILS FULL HEIGHT OF STUDS SAME SPACIN AS EDGE NAIL PER SW SCHEDULE SECTION © PLYWOOD UttW elitcAt) EDGE NAIL PER SW SCHEDULE DBL 2X VIEUIIED FOR E COMPLIANCE APPROVED NOV 13 2014 BUILDING DIVISION SCALE: 3/4" = 1'-0-DBL STUDS © PANEL EDGE 6 t1 d'12 2o`tkttN. Cl �, ,. _f. 0.) 41 lot wf 1 3 t)1kL li%itO Qttik) tt. 65)J0.001/4). C� q'b•G z 0 2X4CONT. TOP RAIL pq((CLEAR CEDAR BEVEL 0 SHED RAIN) 3/4" PLYWOOD w/ WEATHERPROOF MEMBRANE SLOPE 1/4" IN 1'-0" FOR DRAINAGE 2 X 2 CEDAR BALUSTERS SPACED TO PREVENT PASSAGE OF 4" SPHERE 1 X 3 CONTINUOUS CEDAR - TOP & BOTT. 4 X 4 CLEAR CEDAR BOTTOM RAIL 4 X 4 CLR CEDAR POSTS ® 6' 0/C (MAX). BOLT TO A SINGLE DECK JOIST ON BOTH SIDES OF POST W/ 1 /2" 0 X 8" LONG BOLTS. (2 EA. POST) 10 C' 3/4" PLYWOOD w/ WEATHERPROOF MEMBRANE SLOPE 1 /4" IN 1'- FOR DRAINAGE 2 X DECK FRAMING P.T. 2 X SOLID BLK'G ALL DECK . MATERIAL(S) TO CONFORM WITH I.B.C. ALL JOISTS HANGERS COMBINED W/ PRESSURE TREATED WOOD TO BE HDG GALV. W/ FASTENERS GALV. PER ASTM A153 If 3/4" PLYWOOD w/ WEATHERPROOF MEMBRANE SLOPE 1/4" IN 1'-0" FOR DRAINAGE 1 DECK JOISTS SOLID 2X BLOCKING B/W JOISTS REQ'D WHEN DECK SURFACE EXCEEDS 30" ABOVE FIN. GRADE 5663 -EGI •: • IYC JO��� ,STAT£OF • HIN TON rI SCALE: NTS = i'-o" DECK RAILING DETAIL SCALE: NTS = 1'-0" CANT DECK DETAIL SCALE: NTS = 1'-0" CANT DECK SECTION V1 «Zt6to tl4uu haujeit eo4c . Cu D'N ekg46E, 41.- tauBEARING WAL PER L N Ti Itt' kg A c;e Site N 2x P.T. MUD SILL w/ 55 8" DIA.x10" A.B. 36" O.C. w/ ?-'`0j 'i y4VWASHER y 4-3/8 min. & 12 max. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. 4" CONC. SLAB 6 MIL. BLACK V. stO fiOtb UNSULJ. mieM cr- 4" MIN. GRANDULAR 3u FILL (2) #4 R/F BARS CONT. FTG. TO REST ON UNDIST. SOIL w/ tC 0 PSF BEARING N. EXPANSION JOINT DRIVEWAY PAVING - SLOPE AWAY FROM FND. WALL i .5. 4 • CONTINUOUS FOOTING • 4" CONCRETE SLAB THICKENED ® 8" EDGE P 4• - • 1''•..•.0 . i4.. 7 7 fi r. 19 OMI?ACTED FILL &LI 0) A+ tioNON. WATER HEATER 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER HEATER AND ACHORED TO THE WALL RAISED PLATFORM w/ WATER HEATER SECURELY MOUNTED FINISH FLOOR 2x STUDS f" x 2 T" SCREWS 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER HEATER AND ACHORED TO THE WALL II CO ABOVE TREAD NOS )1.0" MIN/ TREAD 0 0 Ix w z oo CO PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS w/ .4 OR MORE RISERS AS PER I.B.C. 1006.9 OPEN RAIL PICKETTES MAX. CLR. 3-15/16" PEP I.B.C. 509.3 1/2" G 2NOTE: FIREBLOCKING REQUIRED ALONG STRINGER BETWEEN EACH STUD II CD A35 ® EA. SIDE OF EACH STRINGER 1/2" GWB 2X4 SOLID FIREBLOCKING 0 MIDPOINT OF EACH RUN & TOP/BOT. (3� 2X12 STRINGERS O.C... MAX... 16d08"0.C. 2X4 THRUST BLOCK SOLID BLOCKING RECEIVED.__ CITY OF TUKWI OCT 272014 PERMIT CENTER SHEET TITLE z LU rin A O z c 0 SHEET I I �1— 4 SCALE: 3/4" = 1'-0" FOOTING DETAIL ktgkf& footwb FOUND. © GARAGE DOOR 8 SCALE: 3/4" =1'-0" W. H . SEISMIC STRAPS CALE: 3 4" = 1' /f IR SECTION 10