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Permit D14-0280 - BOULEVARD TOWNHOMES - NEW UNIT B
BOULEVERD TOWNHOMES UNIT B 3732 SOUTHCENTER BLVD 014-0280 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0043000197 3732 SOUTHCENTER BLVD COMBOSFR PERMIT Project Name: BOULEVARD TOWNHOMES UNIT B Permit Number: D14-0280 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 1874 SQ FT TOWNHOME WITH A 360 SQ FT ATTACHED GARAGE. PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. Project Valuation: $248,676.48 Fees Collected: $8,975.03 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 Permit Center Authorized Signature: L 1 Date: 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,;nd agre-•, s attached to this permit. 144 por, .y/OIT11,31rio," Signature: Print Name: Date: ,3e)// 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 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: Schedule and attend a Preconstruction Meeting with the Planning Division, prior to start of work under this permit. To schedule, call Jaimie Reavis, project planner at (206) 431-3659. 13: 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. 14: 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. 15: A soils inspection is required after amending the soil, but before any plants are installed 16: 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 17: 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. 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: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 57: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 58: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 59: ***PUBLIC WORKS PERMIF CONDITIONS*** 60: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 61: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 62: Any material spilled onto any street shall be cleaned up immediately. 63: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 64: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 65: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 66: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 67: All double check valve assemblies shall be approved by the State Department of Health. 68: It shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a State Department of Health approved double check detector valve assembly. This shall be done prior to the Final Inspection. 69: Since the hownhome must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 70: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 8004 GROUNDWORK 5250 ILLUMINATION 5060 LANDSCAPE IRRIGATION 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 4043 SI-E.I.F.S 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUK. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://i,vww.TukwilaWA.gov Combination Permit No. b i. 14—Q?-06 Project No.: O Date Application Accepted: (V�" 1,14 Date Application Expires: (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: O O Li 3 0 0 0( g 1 Site Address: 3 -12 6 Soo+h r` C (l �e Q, b\ i d (u n 14- a) U 1 I , W was PROPERTY OWNER Name: �L1 5RD2 Address: Zi0 t 28Th ptv� S� City: g c% e v& State: td Fl Zip: ggoo5 CONTACT PERSON - person receiving all project communication Name: 0 (Yl ,c a C2 00 1 Address: Lit 0 LAKi s- S ` V. >> City: kit \c-`cA`,‘ck State:L.)A Zip: 18033 I Phone: ZO�,2QJ 2g7OFax: Email: O M i edco r i poi 0 M.QS . Co Ni GENERAL CONTRACTOR INFORMATION Company Name: Address: -\ ' b City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: 20w orL. J`7 TO\,14Sotil Architect Name: 2 0 0 --3-0 S© 13 Address: r b 0 \ 2. 2p Ru 0 City: s 0,2_._ u is 3 State: 0 (A_ Zip: eisi7 Phone: zooS% 6" 2 Z 8 ej Fax: Email: ENGINEER OF RECORD Company Name: Kral2Utiaos.lil Nytnet a_ Engineer Name: f L. 1 s � - Address: f8ZiS 7Z1''D AUi— S City: K iNT State: 0 4 Zip: 703 2 Phone: ,23 Z5 / 6 2 Z Z Fax: q2S 2 S l g-79 2. Email: asadr-p jarfh4vse_n, <-QVA LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: I /v! 4 ) C -E, --- Address: City: / e--C- State: Zip: H:WpplicationsWorms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION - Valuation of project (contractor's bid price): $ (0 0'10 Scope of work (please provide detailed information): G on S`hr U G+" a n .e LJ ?�oi,_w 11 O rvi Q. DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 3 CO 0 l' floor 1 -1 `t 2nd floor -1y 0 Garage IA carport ■ 3 6 0 Deck - covered ■ uncovered ■ Total square footage Z z 33 N Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES - INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: O Q Value of mechanical work $ 2 60 0 fuel type: J electric ❑ gas (rJ furnace <100k btu a appliance vent y ventilation fan connected to single duct 6 thermostat wood/gas stove f water heater (electric) emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 3 bathtub (or bath/shower combo) bidet 1 clothes washer I dishwasher floor drain shower Li lavatory (bathroom sink) i sink Li water closet water heater (gas) I lawn sprinkler system gas piping outlets �yoo. 00 H:\Applications\Ponns-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 s PUBLIC WORKS PERMIT INFORL_ _ i ION — 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 0 ...Water District 4125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑...Valley View ❑...Renton ❑ .. Sewer use certificate ❑... Highline 0 ...Letter of sewer availability provided SEPTIC SYSTEM: ❑ .. On -site septic system — for on - SUBMITTED WITH APPLICA ❑ .. Civil Plans (Maximum Pape ❑ .. Technical Information Report ❑ .. Bond ❑... Insurance tic system, provide 2 copies of current septic desi ARK BOXES WHICH AP Y): 2" X 34") ainage) ❑ .. Geotechnical Repo ❑... Easement(s) ❑ .. Maintenance Age PROPOSED ACTIVITIES (MA ' BOXE THAT APPLY): ❑ .. Right -Of -Way Use - Potential 1 isturbance ❑...Con ction/Excavatio ❑ .. Total Cut C . c Yards 11... Work In Flood ❑ .. Total Fill C c Yards 1� ...Storm Drainage El.. Sanitary Side Sewer 0... A � . don Septic ❑ .. Cap or Remove Utilities 0... Cur. Cut 0 .. Frontage Improvements ❑...Pave -nt Cut ❑ .. Traffic Control 0...Looped e Li ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size " ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public 0 - or - Private 0 0 .. Renton le a a?•roved by Ki g County Health Department. Right -of -Way... ❑ ..Trench Excavation ..Utility Undergrounding .. Backflow Prevention - re Protection gation D.• estic Water .Hold Harmless — (SAO) .Hold Harmless — (ROW) or- Non Right -of -Way.. ❑ ❑ .. Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Mailing Address: City WATER METER REFUND/BILLING: Name: Mailing Address: Day Telephone: State Zip Day Telephone: City State Zip 14:1Applications\Forms-Applications On Line\2011 Applications\ Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTE kPPLICABLE TO ALL PERMITS IN II IPPLICATION — 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: 8/2v/ /Y v Print Name: 'it(/il] 42C'I t Mailing Address: WO (t9kGE. Si • S • 1/3 Day Telephone: 266, 2 2...c1 70 0 f irk/aid AiI4 7.8033 City State Zip H:Wpplications\Ponns-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.doct Revised: August 2011 bh Page 4 of 4 l BULLETIN A2 CORRECTION Approved 09.25.02 LTR# f 1 Last Revised 01/01/14 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME a.Ub) .110L.N64 Oh41-S IA k i r ' PERMIT # b i ts( -Q 2 0 °� 373z Seuntco.44>0- oil> If you do not provide contractor bids or an engineer's estimate wi h 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 $250 (1) 0o ( w j *we% l 510 ¢500 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards 1 I z $ 1(L Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1s' 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 1 s' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees i (4) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3G 2 (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. PIOCEIVKD CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER Ji+O2.�O 6. Permit Issuance/Inspection Fee (B+C+D) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees I $ (6) 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 1B 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 15 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or rnore $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) Approved 09.25.02 Last Revised 01/01/14 2 $ (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary' * Refer to the Water Meter Fees in Bulletin A 1 Total A through E S (9) 11. ADDITIONAL FEES A Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish ;alb /3" H. Transportation Mitigation $ I. Other Fees $ f e 88 Total A throu DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ /0/3 (10) 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) I4�stallation \ Cascade Water Alliance RCFC 01.01.2014-12.31a614 — Total Fee 0.75 $625 "`,-,,.. $600'5- $6630 1 $1125 �--...„ $-1.55-,012.50 $16,137.50 1.5 $2425 ><i$30,025 $32,450 2 $2825 $ 40 $50,865 3 $4425 $96,08 \ $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 Dein Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $36,647.59 D14-0276 Address: 3728 SOUTHCENTER BLVD Apn: 0043000197 $7,693.56 DEVELOPMENT $3,037.60 PERMIT FEE R000.322.100.00.00 0.00 $3,033.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,598.00 FIRE R304.345.852.00.00 0.00 $1,200.00 PARK R104.345.851.00.00 0.00 $1,398.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,438.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $178.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $178.08 D14-0279 Address: 3734 SOUTHCENTER BLVD Apn: 0043000197 $7,112.19 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,463.88 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $100.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $100.00 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 1 of 3 CPSYSTEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $36,647.59 D14-0279 Address: 3734 SOUTHCENTER BLVD Apn: 0043000197 $7,112.19 TECHNOLOGY FEE $161.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $161.71 D14-0280 Address: 3732 SOUTHCENTER BLVD Apn: 0043000197 $7,191.36 DEVELOPMENT $2,748.60 PERMIT FEE R000.322.100.00.00 0.00 $2,744.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,488.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $112.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $112.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $164.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $164.88 D14-0281 Address: 3730 SOUTHCENTER BLVD Apn: 0043000197 $7,234.84 DEVELOPMENT $2,765.60 PERMIT FEE R000.322.100.00.00 0.00 $2,761.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,513.88 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 r Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $36,647.59 D14-0281 Address: 3730 SOUTHCENTER BLVD Apn: 0043000197 $7,234.84 PUBLIC WORKS $1,513.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $125.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $125.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $166.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.36 D14-0282 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $7,415.64 DEVELOPMENT $2,986.60 PERMIT FEE R000.322.100.00.00 0.00 $2,982.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,463.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $100.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $100.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $176.16 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R4391 $176.16 $36,647.59 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 3 of 3 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I 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 CRWSYSTEMS f INS ` TION NO. PERMIT NO. CITY OF TU.KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit Project: get, vk411 b -revidtirems Type of Inspection: 15 to Hz/ J6- / kL Address: 373Z . 4e & i! Date Called: Special Instructions: Date Wan ed: Requ er: Phone No: 14 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date:45/2/1 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 biz/ - °me Pr ect: ati ►i 1, 1 �1 'h'1 S Ty of Inspection: V[.�/YVI 3%Jcr - rAAL- Address: 373 Z. ,.rre ✓r &Vb Date Called: Speciallnstructions:r Date ted: -- Requ ster: Phone No: 10 Approved 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. INSPECTION RECORD Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Uzi -a ° P oject: ✓ J 'reivij'A eS Type of Inspection: )WM4,1AnC4L Date Called: <JAZ- Address: 3'73Z Sa✓P40607. Special Instructions: IT-rr 4) �Ls Date Wa ezi 17 P.m. Request : Phone No: Approved 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. INSPECTION RECORD Retain a copy with permit "Dg-1- OTC% 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: IJ �l /a/Ay-nines Its TyRe of Ins ection: 1Eca✓r�coebtk )I J Jt Address: 3?3 2 Sam-)C T ✓b Date Cal ed: Special Instructions: vA) rr Date Wa e : 2/ I -7 `.7.7 p.m. Request Phone No: jApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ,ill -©260 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P oject: 6e4)Lateilei) %lfW, 'vl1Gg Type of Inspection: 'rg64/ L' e ?" Address: 3 732 ,,,Jr-iye =v &v Date Called: Special Instructions: (AirB Date Wante e 2/ /7 Request r: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: bitAl Date:(2 Ci 2-1A 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 INSP TION 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: e. l eb 174)-4,4 /1vM & Type of Inspection: £L4 Z i Ai& Address: Date Called: Special Instructions: AJ U Date Wannte : b y i � m. Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspd"ction, 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 3 �.i-=►�.,a',i'A?_ S)-it9ta-�P /tea Trr Project: T e of Ins p coon: Address: Date Call d: Special Instructions: U,i n Q Date Wanted: di 13 17 La:�' p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Insimi pector: A,t_t 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 CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P�ro'ect: a. Vi j ikAai ec Type f Inspection: WAu._ ),vcv e,./ Address: , Date Called: Special Instructions: j� Date Wanted. �� .r: Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:A-1,41-� Date: 4 47 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: Type of Inspection: Address: F' Q f� a�-�/V77'IC�o 1&1f Date Called: Special Instructions: ff� OD (Ai fr D Date Wante q % % 7 a.m. P.m. Requeste . Phone No: 0 Approved per applicable codes. 1►� Corrections required prior to approval. COMMENTS: ) mi$S' lCr— itt VIAeri®i Big/sLink-71j13/ og eaey. Exec A-r-- 01135/ % oSaAVO 7 tnspector:A Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: &)01.etArtb ladiJI4ovY1 " Type of Inspection: jAu h o &TZc f Address: 3 732 ><frt)er i31.-'b Date Called: Special Instructions: UA% Date Wanted: 6/7 a.m. Requester Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: O 1b6 ��-- E /I lb p //f/i_J-v' & Y 0�i V v`• S�I •i '�' VV 1 / Me 7) Pariti6. war ex) re F7-5.7w Inwct iissid Jas. L' ao / -axe 62= fzie i Inspector: ,A74.11,14 Date: 4 d/47 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. iv • 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 1)/y—a280 Project: Type of inspection: Address: v 73.2 52)0 7/4C . SLI/.� Date Called: Special Instructions: 9 r p4,1Requester: Date Wanted: a.m. Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: A5 Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. RIMINSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 o Projects ` / �1 11 !. qCl eVavvt 7 , �- kl Type of Inspection: F f4-t_i ( Address: 3732- ,51 its, C-fr $l`wd Date Called: #43 Special Instructions: Date Wanted: 3-z z--'(7 a.m. p. a Reque.;terf(YQ11 Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMTS: 414-tr o'�or` frbeId,.r 1e (% eQ� Ti e ¥ (Xrr 01J E/hff 4r 6/err & r( km (GI CG1 r cl' j frnw f 1 Je c,c a E 1✓1kder_stair wa s (9 -6e ofh/ o f/cr7 q'/ /4s /P y cfcheS/ 4�rld/&I 92 pICt �c Mec-�-it f /r e ho/_rs h ✓` Or had efF 12%<- jor/ A(f gp['cr C / f I ec 1 Ire, ff oh Inspector: I Date_ _/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D/q 2O 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.(n__��. ECU]' /&v 1- G1 " J 4'el Type f Inspet ion; KO `t - Gt aR" c Address:t-figW 373Z sa- Dc D e Ile Special Instructions: Date Wanted: 3-7,--2--17 �a.m. .. c Requester: Kr ti 1 Phone N Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: r€, Date.:_7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. „AIINSPECTION RECORD Retain a copy with permit 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 P;koject: `oot e'�if� ` u 4CYnL2".i T of Inspection: Yost3— 1, [ lit vt Gi)J&- Address: ` '3-73 a 1�i,,�'(i ��' ✓iefe i3.446 Date Called: Special Instructions: t 61 � Date Wanted• l is 1 1 �7 a.m. c---n.m. Requester: . Phone No: KIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:At4.4.„ Date: y2c747 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 -off PP-rjoject: Gfl VrrA /v`t'// %7 Tye of Inspection: j Type of // / G24770A Address: 37? Z S ".471-cc qz goi- Date Cal d: Special Instructions: INN tr.-1 ozig - � rl/S(J A7?i?il Date Want ey, /� 6 / a.m. �m; Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 9 A t REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PIP!INSPECTION RECORD Retain a copy with permit EC Df j o20 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ki,A -1 D Pro' ct: 4 wG, 106 (tea Type of Inspec ion: ,S`�Ri i' V AtJdress: Cfi-r Da Called: j Special Instructions: Date Wonte, 4 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date:L.,t REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION RECORD yt —tig0 Retain a copy with permit 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 P& je 6 /�i. Type of Inspection: talir Address: 373zs-1 -CfrfLtJd c Date Call pit Special Ins u ti ns: �' eGl.���%/I wg!Lr -t- r( i'e 5 f Date Wanted: FF a.m. p.m- Requwe�.v`b Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: LI 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 INION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Pr ect: /vi.✓ 61, ho 14/.0. Type of Inspection: 6y fis K i & g6a A dress: 373 �. fitit. Or 61 %id Date Called: Special Instructions: /A ?/ -1 FI � Tr' ul (( Date Wanted: 3-7-3- tb a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: -p1 t-- ta OK Inspector: Date: 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6EINSPECTION RECORD Retain a copy with permit �' L.1.-47i p 0 CTION NO. PERMIT NO. CITY OF TWO/I/ILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: -11A- Type of Inspection: Address: 3/3 2 SuvtkCC 6 (v vs-1j Date: Special Instructions. 444 1 S f l PC( PI f — ` ' S Date Wanted: v�� a.m. p.m. Requester�t Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 77If Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Dty-cZ80 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prpuect: b1 Vd 70 kg/44RA Type of Ins ecti Wet 11 ikea.' ` t t Address: 373 Soc 0r igtvd Date Called: Special Instructions: d rf� Date Wa�ted:: �--1/ -7-3 � a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r l vcti( 614)4 ktar fi( C-ql ( fr re,c's Inspector: Dat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 1111 Retain a copy with permit INSP TON NO. in- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: o ctikt 4. es. Type of Inspe ion: (Q� God Address: 3732 so fA_c- " LI L/a Date Called: Special Instructions: 444 Date anted: Z3 r « a.m. p.m. Requ sr: F of Pho CS-306- 3-57C . I Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: "{i11611Pert heri Inspector: tric Dat6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �1J Retain a copy with permit NO. SPECTION 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: 130k rite ia.44 _1a4 & P Type of Inspecti n: 5 (ivt e� q ( r 3730 Sera)WC .J� 3 trvol Date Called: Special Instructions: tot(f 4,w�1V t Date Wanted• - , (8 -- (5-- a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1°74 6c(vot_, q-ktd f-- rke_ rebLAt,-- or 3 inspector: Date ( _' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. raillINSPECTION RECORD Retain a copy with permit 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 Dr1-07-150 Pro'ectil4 Type of inspection: fa-01-(11-protri/9 Date Called: Address: i 57-iv ,Jert,Lcf-(r 6(vof Specia Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: ger......s, InspeCtor: Dat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Ettvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTIN 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 120-(-07--to Project: blAAA. h0 mR/5 Type of Inspection: n 6 va w.,..d. (Jay C ss: i 32, fovertACtr, 15(voi Date Called: Special Instructions: I" Date trter (50 a.m. p.m. 'Requester: Phone No: 1Approved per applicable codes. Corrections required prior to approval, COMMENTS: t/(61,42 u e-cACA(19 Inspector: -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 z--0 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: IAA tt° itcgS Type of InspectOn: F° 1414 A Ck 6 k Ilk 1( Ad 317 ress: -2— 5v ., qv 6( Vec/ Date Called: Special Instructions: p.m Date Wanted: a.m. 'Requester: Ryaci phoncys: _ vz_g_ 700( Approved per applicable codes. Corrections required prior to approval. OM MENTS: Datei_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P I LI- 02_b-o Project: IA X r ' c ft 77)14/k 1014.4_4- Type of InspectiOrt: r-001-11 Aliress: 5 '0 eftq /31 VC/ Date Called. Special Instructions: 61 : — Date Warned.6 3 (-0 a.M. P.m. Requester: Phone No: KApproved per applicable codes. ElCorrections required prior to approval, COMMENT ock.c, 0 t Inspector Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection 0InaIII INSPECTION RECORD Retain a copy with permit b( '1-62-g0 PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project -, i Totipt itcy,4-(-- Type gfinsptctipn r-c20 t-T Address: 37 -3 z Jo c-fir /3 We/ Date Called: Special Instructions; ileiri Date Wanted: _,.., -3 - f ( -0 a.m. p.m. Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: cArtikes(e4 1:7y Inspector: Date3...1( 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 Dr t/ Dzies, 0 Project: 'Type 10 Ltipt 1_01.4"9-.71 of Inspection: 19r e CC° Pt 37 Address: "7/ 7-- 5° cfr 6(14 Date Called: Special Instructions: /144 Date Wanted: 1--r8 - cr a.rn. P.m. 'Requester: Phone No: gApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: LI Datei s_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Cali to schedule reinspection, 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Qg) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project'•( Type of Inspection: r ...._,1..__ V — __k Address: Contact Person: Suite#: .>-.) SZ SGv Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r: xvf c 7_17,24ele-n_d ---3 -7::>P4c -4,e-S t I-J (A... --1-IN-tr \ c.9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J — Date: of/ 1/2 -? 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 RECORD Retain a copy with permit INSPECTION NUMBER %(4--d"2 C� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �v0� 1 4 S Type of Inspection: (,,,ccroz_ "----,,„4--, Address: /t Suite #: 3q-317---- 5c&40.) Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 / (,1/4, k- £ tIL 7,—#/ L-- 1 -1 r ' f Ef•-� _ /cb� /,�`?1. S -E`i r5 C7ZJ 1'- thi s it74:3-7-- -- "/4 - 'L) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L_44 Stel., Date: 6//�// - Hrs.: r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER I -- 5 �1 �1 — D L ' O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project/iv ....762,(4) 44,74,: Ty of Inspec ion: /5/w/..a _...6,i. Address: Suite #: 37_32 �� MU& Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r S/l7-// �. 7 / /.«' /_.? 5A+ / / d/ .� /4l 47/ /5, 3 € . Vx / AAv-e 0,4,1 - .?ei, — ,'/e) .-,A.- , e 00pc/ f jam .--- 0).-/-0 eiew-i- - _&p1 of Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: * 4 % "704' > Date: 3/5 // `) Hrs.: �, 0 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. ' Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 20' EASEMENT -•3 M FAVOR CF PARCELS 'A' AND 'B' SOWN RIM-303.64 36' 91AP N.297.70 9' CMP CATE VALVE S•297.79 12' CMP S.297.79 12' CMP TOP 0SER-300.99 12' B01TOA RISER CMP.295.64 6' ADS NE-299.79 FOUND 5/6 REBAR .5 CAP 0.46' WEST OF PROPERLY LINE WATER MARK POST FIRE NM. 124"CMP NNC .29581 1pt.,' ao 1. 304io4 f300. 666.7r< Ca PoM-301.00 01. 12" CMP N•297.87 12' CRP S.297.67. SSMN RM.301.35 6" PVC C.293.32 6' PVC W.293.40 6" PVC NW.293.60 WATER CONNECTION PLAN BOULEVARD TOWN HOMES NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M CITY OF TUKWILA, STATE OF WASHINGTON SOW RIM-309.73 36' CUP S.296.03 12" CMP E-300.09 1 j1 j1 1 1 .7'11 11 11 11 EX. DRIVEWAY (2) W/w VAULTS 05, 15 LF PERFORATED STUB OUT CONNECTION CB RM-300.31 z-1" 299.67 7 9.75'/ 299.q Tf10) TC101 -295.30 CIP 5.295.79 NEW 20' WIDE CURB COT I1D'RIVEWAY PER STD, 6" PVC ROOF DRAIN • 1.0% MIN. Tw 7 :•- 15 LF PERFORATED STUB OUT CONNECTION RM-304.22 12' CMP. E-300.72 4" ADS W.302.52 4' ADS E-300.92 t � CB 44 RM-300.97 6' PVC S-299.21 12' PVC 5-296.21 6" PVC N.299,26 12' PVC N-298.27 CB _''py6,'•i R61.295.31. �, 12' PVC SW.292.81 /,dT +� 12' PVC N.292,76 .'r � 4 I I 6' P/C N.293.71 dr 4' PVC NE-293.71 -_ - % - - EX, CURB AND CUTTER C8 •RM3.96- -• 12" PVC NE--29291.31 = 12" CMP W.290.76 12' CMP E-290.51 T<UC) � TO1G). 3-T 001403IIC/ IFFRNICLER WA1Efi 1)E1EI B . 04 FEW C8 TYPE 1 OVER EX. 12' PPE RM.297.44 1E.293.80 /d 4JA675F7 OitrAi-T-4t/2-5 i 5 0% wITN METER Lmt.4Tiews 04- ()ESia.o of W*r! A, 90tuictS, •C.w.0. /xS 7-30 -ry ii ti.... '29 ST AY SSAAN RM-293.52 B' PVC E-265.22 8" PVC W-255.32 9' PVC N-265.72 *291+774 - REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION APPROVED NOV 08 2014 City of Tukwila PUBLIC Works DID-o2g� CORRECTION LTR# / RECEIVED AUG 012014 TUILVVIA PUBUC WORKS cvrtf o06 y 1 Iti 1 20' EASEMENT -� 1N FAVOR OF PARCELS 'A' AND '8' S0MH 818-303.64 36' CMP N-297.79 8' CMP GATE VALVE S.297.79 12' CMP S•297.71 12' CMP TOP MSER-300.99 12' BOTTOM RISER CMP-295.84 8' ADS NE-299.79 FOUND 5/8 REBAR a•. CAP 0.46' WEST OF PROPERTY LINE WATER MARK POST PRE WM w/2 BOLWDS RIM. . • 12' CONC E-298. 4' CLIP N-299.8T ce RIM-301.00 12' CMP 1.1-297.87 12" CMP S.297.57 SSMH R1M-301.35 8' PVC E-293.32 8' PVC W.293.40 8' PVC 1414.293.60 B.W.-304.5 — • 380.79= W (2) W/WLIIHOLES SEAM ' RIM•308.73 36' CMP S-298.03 12' CMP E-300.08 1 1 I I 1 SANITARY SEWER CONNECTION PLAN BOULEVARD TOWN HOMES NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N, RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON 6'PVC SS•2.01E ' 15 LF PERFORATED STUB OUT CONNECTION ELD VERIFY THE7TW HORIZONTAL AND VERTICAL LOCATION OF El. SIDE SEWER CB RIM.300.31 12' CMP N.297.66 12' CMP W.297.71 12" CMP E-298.99. TOG/ .30 5.295.70 NEW 20' WIDE CURB COT .DRIVEWAY 15 LF PERFORATED STUB OUT CONNECTION 8'05'W 103.00' T0UD) INEW CB TYPE 1 OVER EX. 12' PPE RIM-297.44 IE-293.80 08 RW-304.22 12' CMP E-300.72 4' ADS 16-302.82. 4' ADS E.300.92 0 R61.300.97. 6' PAC S-299.21 12' PVC S•299.21 8' PVC 14-299.26 12' PVC N-298.27 858 RM-300.99 8' PVC N.297.07 8'.PVC S.296.99 b 1141 a 6,1 \(cew. . lV 5 / 7127E 2©1'f �� Ca_.. 111A1-295.31 12' PAC 29261 N._.t 12' PVC 292.7.76 +I" 6" PVC N.293.71 4' PVC NE.293.71 SSMH R91-293.52 8' PVC E-285.22 8' PVC N-285.32 8' PVC N.285.72 VteAAi REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION APPROVED NOV 08 2014 City of Tukwila PUBLIC Works CORREQTION LTR# RECEIVED AUG 011014 TUKWILA PUBUC WORKS a Fc,Jpy-ooGV 1 I 1 bO z RECEIVED CITY OF TUKWILA AUG 2 6 2014 PERMIT CENTER „efellriPILV CON Perm* POI or, 80 2012 Washingfon State Energy Code / IECC T 0 RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name a.L' i`, t, 1U,:Hi .'k'• , from options given or fill in blank New Conditioned sq. ft.= New Building Addition 0 Remodel ❑ Ingle Family 0 Accessory Bldg 0 Duplex 0 as / Oil ❑ Electric 13 Propane 0 orced Air 0 Room Heaters 0 Radiant 0 Pump ❑ Existing System 0 Other. NOTE: Energy -. credit (EC) options may affect element values footnote a footnote b footnote c Targ Value Propo Val�a 'M,* I.atd Uiitt 1 Total number of it. bedrooms in building: Other: Hydronic ❑ Heating Equipment Size (pg.4) < PLANS MUST REFLECT ALL OPTIONS CHOSEN > . 2.1.1 Btuh / KW .escrRpuve uuiiipnai luc . L.,..G "IP WNW ...,. ,.....,...e ...-- -_.--- -, -, Openings° U-Values Ceiling Insulation Walls Below Grade Walls` Floors Slab on grade Vertical Overhead attic vaultedb Above Grade interior exterior %loon wee Unlimited 0.30 0.50 R-49 or R-38 ADV R-38 R-21 int. R'21 Inc'"`` thermal bra` R-10 R-30 R-10 0.50 nn MImr - r" "" R-38 R-10 Full EC option fa 0.28 EC option lb 0.25 0.50 " " R21+R4ci R21+R5ci "" R-38 R-10 Full EC option is 0.22 0.50 R-49 ADV R-49 R21+R12ci R21+R12ci " R-38 R-10 Full .v r..I.-._.-J:.,►., fi..mrr.tnn rolls time haffeklin fo be insulated. openings includes ell win.applicable only only to single joist or rafter cavity, not scissor trusses R-21 equivalent may be R-15 interior rigid continuous insulation (cl), OR R-13 batt interior with R-5 rigid continuous insulation (ci). • -� • ram.. ..w.r. nttnn, DU et .Smid 3S -Factor / Total UA Equivalent compiiance Ceiling Insulation (complete Walls sneers Below Grade o arm "4WI Watitrrrarr,nf Wails Floors Slab on grade Openings U-value Vertical Overhead attic vaulted Above Grade interior exterior % Ioorarea 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 0.029 0.54 .. ` 1 1 ` AIR LEAKAGE , 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) / 80 min.= 4 k.b1 cfm Energy Credit Options 2 limits max ACH WHOLE HOUSE VENTILATION SYSTEMS ! checx me "whole house ventilation system" that will be used 10 whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6 0 whole house ventilation integrated with a forced -air system (FORM # VIAQ 3): IMC Section 403.8.7 0 whole house ventilation using a supply fan (FORM # VIAQ 4) IMC Section 403.8.8 0 whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5): IMC Section 403.8.9 0 Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 LOCATION OF WHOLE HOUSE FAN Ut1t.tt Mc- SIZE: t ;3 cfm check box if fan is connected to 24-hr timer to operate hrs / day (see pg. 5) (if box not checked, fan specked to run continuously) Fan sone < .0 or inllne 4 It from inlet. 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 Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3, Below Grade Wall Slab 3.5 Below Grade Wall Slab Below Grade UV Mulltiple slab / below '(1 average PROPOSED CODE ALLOWABLE Framing,„ value" is U-Value" Area UA c'+ 4. C -1 i� G d 24.1r .'. -,/d 1..1 9/4_ 9) I'1i1 V 1rJ(', 01)1 '44 i0.0 le (length) ails (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) trade walls to document t 15 c - '9,,'L t. 4. 7. f value ft. _ f value= ft f value= ft. _ calculation of Total _ "� i l U-Value Area UA 0.026 15% fir area actual area 0.026 0.300 0.500 0.300 0.056 40.00 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft. 0.038 0.430 ft. 0.038 ovtde additional shee Total U-value If mu�ipte framing configurations) (] option la: reduce 5% NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: { °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 TavnahiP '"'' Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft) _I Conditioned Volume (floor area X average floor height) Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = Minimum Heating Equipment Output Buildina Desien Heat Load x 1.15 or 1.0 ( )=1 70 02. City: (Use 22 for Design default if outdoor design temperature is not known) ( Ibumust (recommended outdoor design temperatures shown on 2c It/ 1 Average floor height = other fuels Btu / Hour a e 5 ft. electric Convert Btu/hr to (decide KW: Btu + 3413 Btu / Hour 1 Btu / Hour Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment Output X 1.50 = 1 Btu / Hour •{it f; ttt�; %;JfI1 fi?:'iCI ' !Clitti{l.1'! `'O b`? Sij11:i 0 py n)ech,;'nici;' !"or'r i4:. j i .tit"ro^: KW KW KW KW Job type: New Building E. Addition ❑ Remodel ❑ Occupancy: Single Family Accessory Bldg 0 Duplex 0 Heating fuel: Gas / 011 ❑ Electric El Propane 0 Heating system: Forced Air 0 Room Heaters ❑ Radiant 0 Heat Pump ❑ Existing System 0 Other. 2012 Washington State Energy Code / IECC RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name 191.t vim, To t /3i 6/N s( Ha --Pom coot Oot select applicable item from options given or fill in blank New Conditioned sq. ft.= .1 11 S Total number of bedrooms in building: Other: Hydronic ❑ Location of Heating Equipment Size (pg.4) choose option of compliance: < PLANS MUST REFLECT ALL OPTIONS CHOSEN > II nCe" Zon®4 Marine (wood framed buil�ngs) R402.1.1 NOTE: Energy --- . credit (EC) options may affect element values footnote a footnote b footnote c Targ Valu+ Propo Valu+ Btuh 1 KW comp a . trrescriptIve Openings' U-Values Ceiling Insulation Wallsa Below Grade Wall? Floors Stab on grade %door 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 them! break ` R-10 R-30 R-10 EC option to 0.28 a50 "" "" "" "" "" R-38 R-10 Full EC option 1b 0.25 0.50 "" " R21+R4ci R21+R5ci "" . R-38 R-10 Full EC option lc 0.22 0.50 R-49 ADV R-49 R21+R12ci R21+R12ci "" R-38 R-10 Full s headers to be insulated openings includes all windows and doors. tnterrnedtate fratrnng reqube applicable only to single Joist or rafter cavity, not scissor trusses R-21 equivalent may be R-15 interior rigid continuous insulation (d), OR R-13 belt interior with R-5 rigid continuous insulation (d). • DU St 3s sad 38 -Factor / Total UA Equivalent compliance (complete sheets s ana 4 TOf LAN II fmCII149 Openings U-value Ceiling Insulation Walls Below Grade Walls Floors Slab on grade % door 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 whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6 0 whole house ventilation integrated with a forced -air system (FORM # VIAQ 3): IMC Section 403.8.7 0 whole house ventilation using a supply fan (FORM # VIAQ 4) IMC Section 403.8.8 0 whole house ventilation using a heat recovery ventilation system (FORM # VIAQ 5): IMC Section 403.8.9 ❑ Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 1.�tl (,(firs. SIZE: 155 cfm IAcheck box If fan is connected to 24-hr timer to operate hrs / day (see pg. 5) (if box not checked, fan specified to run continuously) Fan sone < .0 or inkne 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:(Bidg Vol (ft3)x 5 ACH) / 60 min.= (4 G1 cfm Energy Credit Options 2 limits max ACH LOCATION OF WHOLE HOUSE FAN I AIR LEAKAGE 1 ‘42, lalge4 Avtt- � b, ttveCgo Poiltit 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 PROPOSED CODE ALLOWABLE Attic Area Vaulted Ceiling'' Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on-Gra Below Grade W Stab 2-3 Below Grade Wail Slab 3. Below Grade Wall Slab Below Grade Mulltiple slab / below *(provide additional shee average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: I, 1.0411....... A,„ t d' value* 5.7 >7 Walls U-Value* Area UA t. ' 1 . c `L7 Ek,46 'i''>,'CI- 1-01. 54. Io 9A 6,p [4•7�, It, !la I a /497 le (length) 311s (0-2 ft) .5 ft length s (2-3.5 ft) ft length s (3.5-7 ft) ft length (>7 ft) grade walls to document .Cr* G . 9- 9 lit 44. Z-S _ f value= ft f value= ft. f value= ft. calculation of Total , 1111,7 U-Value Area UA 0.026 5%flrarea 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 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°"d 70 Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) =$ 2.1 I t I Average floor height = Conditioned Volume (floor area X average floor height} = Sum of UA (heat loss of bldg) Envelope Heat Load other fuels Sum of UAX Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Hest Load = % 4 1 %, c I Btu / Hour Minimum Heating Equipment Output Duildina Desian Heat Load x 1.15 or 1.0 ( )=I i.i l.it. c Btu / Hour Use 1.15 it duds are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if duds ere located in conditioned space: Buliding Design Heat Load X 1.0 Maximum Heatinri Equipment Output Minimum Heating Equipment OutputX 1.50 =I 'I)0A-t1,1qBtu / Hour r'14U 9)11,1 lr 0 Btu / Hour Convert Btu /hr to e1ectrlc KW Btu + 3413 Btu / Hour City: 1(Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on . a_e ft. electric I1-.41 l KW KW KW KW �..r^o9ltrs;ctrx & . t??'1; 33 2012 Washington State Energy Code / iECC Re- 0 RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM •4 Applicant's name . _1..Ati(.) ` %il r z I select applicable item from options given or Ilil in blank New Conditioned sq. ft.= Job type: New Building Addition ❑ Remodel 0 Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 Heating fuel: Gas / Oii ❑ Electric 10 Propane 0 Heating system: Forced Air 0 Room Heaters 0 Radiant 0 Heat Pump ❑ Existing System 0 Other: Location of Heating Equipment Size (pg.4) Btuh / KW 18892, Mtoott (8`l¢ W11 C<331 ov, Oktfccim '1.(8ft; t1) 1 Total number of A. bedrooms in building: Other. Hydronic 0 < PLANS MUST REFLECT ALL OPTIONS CHOSEN > choose option of compliance: 11 IiC@' Zone 4 Marine (wood framed buildings) R402.1.1 NOTE: Energy --- credit (EC) options may affect element values `Prescript1V0 comp a . s Opening? U-Values Ceiling Insulation Wallsa 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.w, ,k R-10 R-30 R-10 _ option to 0.2E .- 0.50 _ W _► "" +` ., . "' ". _ " R-38 EC option 1b 0.25 0.50 °M "" R21+R4ci R21+R5ci 8 R-10 FullEC EC option lc 0.22 • 0.50 . R-49 ADV R-49 R21+R12ci R21 +R12ci " R-38 R 10 Full headers to be insulated footnote a openings includes all wtndows and doors. Inh�nrodtate firdng requue footnote b appficable only to single Joist or rafter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous insulation (cl), OR R-13 bott interior with R-5 rigid continuous insulation (a). Target Values Proposed Values is 3 and 4 for compliance) u-rd(. LUI / 1 VI.G1 VA 1..MYaW%awl,•Y vv...r..�...-- `__. 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 WHOLE HOUSE VENTILATION SYSTEMS 1 Check the "whole house ventilation system" that will be used ❑ 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 I/ VIAQ 5): IMC Section 403.8.9 0 Engineered "whole house ventilation�s-ystem'' designed In compliance with IMC Section 403.8.10 U t lLt't I fti1S. SIZE: cfm lAcheck box if fan is connected to 24-hr timer to operate 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.= f 4n1 cfm Energy Credit Options 2 limits max ACH LOCATION OF WHOLE HOUSE FAN AIR LEAKAGE I titAM6 qifrt. 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-Gra Below Grade W Slab 2-3 Below Grade Wall Slab 3. Below Grade Wall Slab Below Grade Mulltiple slab / below *(provide additional shee amingri cavalue* ndwrSkit 5.7 Walls U-Value` Area UA ct. 4 I .cvt O ' .[.I: 5+-, 9)6 i 09 - i(4) , osl 1,115 4l toalt( {�.rt le (length) 311s (0-2 ft) .5 ft length s (2-3.5 ft) ft length s (3.5-7 ft) .7 ft length (>7 ft) grade walls 3 to document .vt1 . i el Lft• 6c, , f value= ft. f value= if f value= ft. / calculation of Total I f +' / t 0 average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code -Allowable UA value: • PROPOSED CODE ALLOWABLE 5% fir area actual area { U-Value Area UA 0.026 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft. 0.038 0.430 ft. 0.038 • Total option la: reduce 5% (]option lb: reduce 15% option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential Indoor Design Temperature Outdoor Design Temp T and projects shall be sized in accordance with ACCA Manual S or equiv. 70 Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) =I Conditioned Volume (floor area X average floor height} Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = I Minimum Heating Equipment Output Bundlna Desion Heat Load x 1,15 or 1.0 ( City: (Use 22 for Design default if outdoor design temperature is not known) _ (recommended outdoor design temperatures shown on • a • e I `.'UWLL 1!Y71 J Average floor height = r (; hot 151(6, other fuels Btu / Hour electric Convert Btu /hr to electric KW Btu + 3413 'JY7011 I - 7 Btu / Hour Btu / Hour Btu / Hour Use 1.15 ff duds are located in unconditioned space: Building Design H 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 = 113 Btu / Hour [ to. I KW KW KW KW KW . )al, bs stipj;i,}a nleE'r _00. for at # #)f' _.t ,•,.,it.a ,t , . . 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. 13 la (0.5 pt) Efficient Building Envelope la: Table R402.1.1 Prescriptive compliance with openings U = 0.28, floor R-38, slabs R-10 perimeter and under entire slab, OR Total UA Equivalent compliance Target UA reduced by 5% (0.5 pt) J 1b ' (1.0 pt) Efficient Building Envelope 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 Ventitation2c: 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) ..] 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) 1 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) ..1 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) 3 4 (1.0 pt) High Efficiency HVAC Distribution: All heating and cooling components installed inside conditioned space. All combustion equipment shall be direct vent or sealed combustion. No system components installed in crawispace. No electric resistance heat permitted. Direct combustion heating equipment with AFUE >80%. Plans shall show equipment type and location of all equipment and ductwork. (1.0 pt) J 6a (0.5 pt) Efficient Water Heating 5a: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested Xi 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 ) i 20 i i -:, r 1' ! 16 10 I O I R 1 u 14 24 1 11 ; 20�r 20 16 �'_ 1 k„� ` i 16 ti TL..-.;;.._{- �:1 J 24 i 21 .1 vi 2: ' it, { 1 t ill l zit '}... _ iris ;. + . ._ .v,,_ i — ^, i, _ f" `,.:-/: 24 2d i 24 244 t 11+ 1 14 i 10 2 , • i 1 . i rr . . t_ J,_ '2_; '' 25 i 1 16 '.,I ' _ 1 f1... it 44 1 h 1 . 2 • - 1'\t\f 17k1K>It 111 1) h M.(01 N11 ♦1 641 11#if101►1 f4. .41 %writ%i1 VON • .mot VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS Whole House Ventilation fan(s) shall be sized according to International Residential Code section M1507.3.3. * Continuously operating exhaust ventilation systems shall provide minimum flows per Table M1507.3.3(1). * Intermittently operating ventilation systems shall have the minimum flows from Table M1507.3.3(1) adjusted by the ventilation rate multiplier value in Table M1507.3.3(2) according to the formula Qf = Qr X Ef 2012 International Residential Code Table M1507.3.3(1) (continuously operating systems) MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr Number of Bedrooms Floor Area (sq.ft.) 0 1 2 3 4 5 6 7 >7 0 1500 1501 to 3000 3001 to 4500 4501 to 6000 6001 to 7500 > 7501 30 30 45 45 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 2012 International Residential Code Table M1507.3.3(21 enter "x" 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%i1 hr every 4 hrs; 6 hrs / day) 4 ■ 33% ( 1 hr 20 min every 4 hrs; 8 hrs / day) 3 ❑ 50% (2 hrs every 4 hrs; 12 hrs / day) 2 ■ 66% (2 hrs 40 min every 4 hrs; 16 hrs / day) 1.5 ❑ 75% (3 hrs every 4 hrs; 18 hrs / day) 1.3 Ea 100% ( continuously operating) 1.0 '7 l i;1i 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/at c 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 dryvva 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 add►tion, inspection of log walls shag be in accordance w►th the provisions of 1CC-400. GRAVITY ROOF FLOOR JOISTS GRAVITY SOUTH UNIT DUPLEX GRAVITY FLOOR BEAMS GRAVITY . . . . . LATERAL SHEAR WALL WIND LATERAL SHEAR WALL LOAD WIND LOAD SEISMIC SEISMIC . . . . . City of Tukwila Department of Community Development 1/3/2017 OMIED PAZOOKI 270 VASHON AVE RENTON, WA 98059 RE: Permit No. D14-0280 BOULEVARD TOWNHOMES UNIT B 3732 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: D14-0280 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 2/2/2016 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Permit No. D14-0280 BOULEVARD TOWNHOMES UNIT B 3732 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 3/23/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/23/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, adadte '1\31tAl Rachelle Ripley Permit Technician File No: D14-0280 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 AMIED PAZOOKI RECEIVED CITY OF TUKWILA MAR 012016 PERMIT CENTER City of Tukwila Department of Community Development December 5, 2014 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Application No. D14-0280 BOULEVARD TOWNHOMES UNIT B Dear OMIED PAZOOKI: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0280 for the work proposed BOULEVARD TOWNHOMES UNIT B at 3732 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, er Marshall Technician : D14-0280 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: RECEIVE OCT13.0 201k TUKWIu-\ � PUBLIC; WOR' 1. Footing and roof drainage pipes are shown in the plan details. However, the site plan does not show a designed footing or roof -drain discharge system. Provide additional plan details to identify a footing drain and roof water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Provide dimensions and location for the drainage pit or indicate if connected to the storm sewers and coordinated with public works. Please refer to the attached sheet C4 for the roof and footing drain design. 2. Mechanical code note on the coversheet references to 09 mechanical codes. Code references shall refer to current with 2012 codes. This is for information only for future plan submittals to ensure all code notes and designs are current. Ok 3. Footing detail #11 on sheet 14 specifies R-10 insulation and providing a thermal break. Provide more specific information for the thermal break specifying the type of materials and method for installation. Also provide clarification for the handwritten notes "HEATED SITE" or is it "SIDE"? More specified information for the thermal break and installation has been added to the footing detail #11 on sheet 14. It is "HEATED SIDE" 4. Detail #1 on sheet 13 shows the R-10 insulation under the slab. The insulation shall extend to the top of the slab creating a thermal break. One option would be to place a pressure treated 2x at the top of the slab above the upturn of the insulation. Revise detail to provide a thermal break method. A note to Detail #1 on sheet 13 has been added to create a thermal break 5. Provide a method for the party wall construction and inspection sequence where both sides of the party walls are constructed in a way to allow for inspections of each side for shear wall fastening, GYP board fastening, joint fire tapping and RECEIVED inspections for fireblocking. CITY OF TUKWILA CORRECTION LTR# OCT 272014 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 i 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 COM_ BOSFR Permit Application Number D 14-0280 BOULEVARD TOWNHOMES UNIT B — 3732 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 V2" 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 PW14-0064. Since each permit stands on its own please submit civil site plan sheet C4 and May 15, 2014 geotechnical report for reference. 2) Provide construction cost estimate for: a) water service line from the backflow to the building b) storm drainage line from the stub to the building. Enter these amounts on page 1 of the attached Public Works Bulletin A-2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincgrely, er Marshall t Technician o. D14-0280 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PY PLAN REVIEW/ROUTING RTING SLIP PERMIT NUMBER: D14-0280 DATE: 10/27/14 PROJECT NAME: BOULEVARD TOWNHOMES, UNIT B SITE ADDRESS; 3732 SOUTHCENTER BLVD _ Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued X Response to Correction Letter # DEPARTMENTS: ites Awc toipt.ti-\ Building Division -P[kin hh 601,01 Public Works Fire Prevention Structural Planning Division Permit Coordinator p 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: DUE DATE: 11/27/14 Approved with Conditions Denied (ie: Zoning Issues) redli net dvAikfg,$,c1, 12), (Pt REVIEWER'S INITIALS: DATE: CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0280 DATE: 08/26/14 PROJECT NAME: BOULEVARD TOWNHOMES UNIT B SITE ADDRESS: 'V&-SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued' Revision # after Permit Issued DEPARTMENTS: Aos- co0V-- kw) Building Division C('kc _ Public Works 1111 AtA Ac q —w Fire Prevention II Structural Planning Division up Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/28/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW [ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 O 12 q (R - Plan Check/Permit Number: D 14-0280 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boulevard Townhomes, Unit B Project Address: 3732 Southcenter Blvd Contact Person: ,e,ltle <.) P1'? Z o o k• Phone Number: 70 (:)2-Z9 Z 0 a 1 Summary of Revision: i kQ4se sc.-en q lr'-evor iJe fo (car rRc1-1ov)1e k--ke& 2' u i PERIW1TCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rion Received at the City of Tukwila Permit Center�by: 50_,Entered in TRAKiT o (6L)27 " �-i C:\Usera\jeonifa-m\Desktop\Revision Submittal Fonn.doc Revised: May 2011 BRAVO CONST & DEMOLITION ' T,C Page 1 of 2 Hoene lnicio en Espanol Contact Search L&I EMI A -'/.Index Help My Secure 1.8;I 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 Saving.' 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. L8d_ 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 TO Al A PLA 5 r� 10 20 PLANNING APPROVED - No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: QUA 62 Date: 20' EASEMENT IN FAVOR OF PARCELS 'A' AND 'B' CB RIM=304.08 8' ADS SW=302.74 SDMH RIM=303.64 36" CMP N=297.79 8" CMP GATE VALVE S=297.79 12' CMP S=297.79 12" CMP TOP RISER=300.99 12" BOTTOM RISER CMP=295.84 8" ADS NE=299.79 WATER MARK POST FIRE HYD: W/2 BOLLARDS CB RIM=300.81 12" CONC E=298.66 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 W/2 BOLLARDS T.W.=308.0 • ••• PVC FOOTING DRAIN • • • • • • • • • • • • • • 20.00' le: APPARENT PRESCRIPTIVE ROW WATER VAULT EX. DRIVEWAY (2) WATER VAULTS W/MANHOLES 36" CMP S=298.03 12" CMP E=300.08 A . CURB VA NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON SDMH RIM=308.68 12" CMP E=300.53 12" CMP W=300.53 CB RIM=300.31 12" CMP N=297.66 12" CMP W=297.71 12" CMP E=296.99 299.65' 9.7 29 299.42' 299.67' 9.75' 299. FOOTING DRAIN "30° RISER pOD FENCE 06.0,14 301.00 " PVC ROO DRAIN 5 300.9 • 297. 576 120' WIDE 21 '=C2M91.3S°=2C95U.R7NBEWCOT DRIVEWAY PER CllY STD. 14TH EXISTING BUILDING POWER PANEL NEW STAMPED CONCRETE PEDESTRIAN PAD Al\311T F.F.=301.5 6" PVC ROOF DRAIN 0 1.0% MIN. 301.40 SDCO 300.50 RIM=298.04 EXIST. LUMINAIRE EX. CURB AND GUTTER T PG) NEW CB TYPE 1 OVER EX 121 PIPE T Tw- CL 41. CB RIM=293.96 12" PVC NE=291.31 12" CMP W=290.76 12" CMP E=290.51 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end may indude additional plan review fees. CB RIM=304.22 12" CMP E=300.72 4" ADS W=302.52 4" ADS E=300.92 o. RETAINING WALL ."'° 00.97' SO'53'57"W 100.00 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 CD CD CO EXISTING GRADE N. / :0., 6 CB 12" PVC SW=292.81 (11 4" PVC NE=293.71 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: 11/9/ SEPARATE PERMIT REQUIRED FOR: Electrical a Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION MAX. 4' HIGH WALL PROPOSED 4" PVC FOOTING DRAIN TWO 1114..;56 ------ - ------------ tX. DRIVEWAY T SSMH RIM=293.52 8" PVC E=285.22 8" PVC W=285.32 8' PVC N=285.72 FOGLINE 1.401 10' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 BUILDIN !VISION SECTION A -A WALL CROSS SECTION NOTE: PROPOSED GRADE /\ \\-7 \./\WV/4 441,4* PROPOSED BUILDING 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) ) Wall will be located on the property line or on adjacent operty. (TMC 18.06.800) • 1. ALL UTIUTIES SUCH AS POWER, GAS, AND TELECOMMUNICATION SHALL BE UNDERGROUND 2. COORDINATE WITH PSE TO SERVICE THE PROJECT FOR POWER, AND COMCAST FOR COMMUNICATION. FILE COPY Permit No. .01---VD9---SO ran I fill filter n 11/2 3/4" washed rock 24" min ROOF DRAIN PERFORATED PIPE SECTION 0 REVISED PER CITY - REVIEW 0 co CI cc cc 0 BOULEVARD TOWN HOMES PUBLIC WOP NOT TO SCALE Plan review approval is subject to errors and omissions. Appral of ,ccoi struction documents does not authorize the viaiddri dfiny adopted code or ordinance. Receipt of approved Field Copy an •,,t_14417 :cknowledged: By: Date: City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEIVED CITY OF TUKWILA PERMIT CENTER Cbe Cc Z 7.1 F LL 0 01 0 18215 72ND AVENUE SOUTH cn Job Number 5 1"=10,-0" 10 20 4 • Q • - -1=1W — 4 TIUG) - ter W 4 r� r .4 PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 15 d COO TCUG) TCUG) TCUG) TH STREET PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 15 15 7w y G) NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON • TCUG> TCUG) PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 4 SHRUBS ONE PER 7 LF 15 - W____ —. — W 30 i i PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 14 Ii I•\ • N T(UG) LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS (-11, 1 111� 0 _, L 1 I TREES: CERCIDIPHYLLUM JAPONICUM / KATSURA TREE PINUS MONTICOLA / WESTERN WHITE PINE PYRUS CALLERYANA CAPITAL' / CAPITAL ORNOMENTAL PEAR 2" CAL. B & B 6' — 7' HT. B & B 2" CAL B & B AS SHOWN AS SHOWN AS SHOWN 3 2 6 ZELKOVA SERRATA 'GREEN VASE' / 2" CAL. AS SHOWN 2 GREEN VASE ZELKOVA B & B SHRUBS: is ABEUA GRANDIFLORA 'EDWARD GOUCHER' / PINK ABEUA 18" — 21" 3' O.C. 14 ARBUTUS UNEDO 'COMPACTA' / 18" — 21" 4' 0.C. 15 COMPACT STRAWBERRY TREE 0 CISTUS HYBRIDUS / 18" — 21" 4' 0.C. 20 WHITE ROCKROSE NANDINA DOMESTICA 'COMPACTA' 18" — 21" AS SHOWN 11 :�••�% COMPACT HEAVENLY BAMBOO iRHODODENDRON 'UNIQUE' / 18" — 21" 4' 0.C. 14 I NO COMMON NAME v . VIBURNUM DAVIDII / DAVID'S VIBURNUM 18" — 21" 2.5' 0.C. 19 GROUNDCOVERS: iA FRAGRAR BEACH�SCHILOENSIS TRAWBERRY / 4" POT 14" O.C. AS REQ'D EPIMEDIUM GRANGIFLORUM / 4" POT 12" 0.C. AS REQ'D BISHOP'S HAT 1± - rf GAULTHERIA PRO WINTERGREEN CUMBENS / 4" POT 12" 0.C. AS REQ'D URIOPE SPICATA / 4" POT 14" 0.C. AS REQ'D LS CREEPING ULY TURF _ RUBUS CALYCINOIDES / 4" POT 12" 0.C. COVER. EVERGREEN BRAMBLE THYMUS PS/ 4" POT 12" 0.C. COVER EEUDOLANUGINOSUS OLLY WOTHYM ^,::'::;: ;;' LAWN HYDRODEED COVER LAWN/PLANTER EDGE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, UN —CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY 3 CANES MINIMUM, FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION HOLD 14" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 14" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES LOCAL COMMERCIAL SEED MIX, SEED AT 6 lbs /1,000 S.F. CELLULOSE MULCH AT 40Ibs / 1,000 S.F. SHOVEL —CUT TRANSMON CORRECTION LTR# DATED 07/15/14 0 0 CO a Qa U OD d- r co 0 1) 6 z LANDSCAPE PLANTING PLAN BOULEVARD TOWN HOMES RECEIVED CITY OF TUKWILA OCT 272014 PERMIT CENTER STATE OF WASHINGTON REGISTERED LANDSCAPE AR. ': CT U) •v v O� a) 0 6 c 2 0 N 0 4: O 0 Job Number .c 0) N M. SEIDEL RTh ATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN—UP, DEBRIS REMOVAL, AND 90—DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. HANDLE PLANTS WITH CARE — DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE—ESTABLISHING FINISH GRADE AND RE —MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90—DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. , PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE: C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST —CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE —IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY . VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED .IN "C". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6—CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON —FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30—POUNDS NITROFORM (38-0-0) 3. 5—POUNDS AMMONIUM SULFATE 4. 40—POUNDS CALCIUM CARBONATE LIMESTONE 5. 40—POUNDS DOLOMITE LIMESTONE 6. 5—OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.M. CITY OF TUKWILA, STATE OF WASHINGTON D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6—CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4—CUBIC YARDS ORGANIC COMPOST. 3. 3—POUNDS NITROFORM (38-0-0) 4. 1—POUNDS AMMONIUM SULFATE 5. 2—POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO —7 INCHES IN LANDSCAPE AREAS AND —18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB —GRADE PRIOR TO SUB —GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB —GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB —GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB —GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB —GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE —HALF —INCH (1/2") SIZE, TO ONE —QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2—INCH DIAMETER BY 8—FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1—INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI —DESICCANT: "WILT —PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1—INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2—INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8—FOOT SEPARATION OF TREES/SHRUBS AND 2—FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE—ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY — NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE RSTAKES, PLUMB WITH ELASTIC CHAIN LOCK TYPE ONE GROWING 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 PREP.AR • ••BE ANTIN 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 QALLON CONTAUVER and LAR ( PLANED BEFORE A 1LCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL 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 SID LAWN CONDmON MULCH CONDITION (CURBEWALK SIMILAR) PLANTER SECTION DETAIL c 0 PER CITY COMMENT 0. U .8 0 0 z W 0 Z cn a. a. cn 0 BOULEVARD TOWN HOMES NOT TO SCALE TOPSOIL 2" MULCH LAYER FINISH GRADE LAWN SHOVEL —CUT TRANSITION 111=11111 I II I II I II I II 11111- Er I1H-lil_1�� PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE REVIEWED FOR CODECOMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION NOT TO SCALE HOLD PLANTS FROM. EDGE OF PLANTER AS NOTED ON PLANT LIST a BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL SPACING .AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE MULCH AT CURB DETAIL 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB NOT TO SCALE RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTE ,D LANDSCAPE,. 0 co 2310 128TH AVENUE S.E. BELLEVUE, WA 98005 0 m 0 0 N 0 z 0 z• 0 a) 0 0' . u) 0 0 0 0 18215 72ND AVENUE SOUTH Q NONO co 000 I I N N N N Job Number 0 ~v m w UR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 0 CJ J GENERAL NOTES PLANS ARE PRAWN FOR DIPPER DESIGN OF FI FCTRIGAL, MECHANICAL, PLUMING AND UP THROUSH TIME SHEET RO-STAAE:�OOWNER..NAS FINAL APPROVAL OF ALL FINISHES. SEPARATE PERMITS REQUIRED FOR Pi FGTRICAL, MECHANICAL, PLUMPING, ETC. NOTIFY ARCHITECT TO ANY REVISIONS BEFORE CONSTRUCTION :AND' IF ANY DISGREPANGIES : ON PLANS. CONTRACTOR TO. PE.. SOLELY REsPoNsit5LE FOR ANY CHANGES . TO PLAN OR UNREPORTED' PLEMS 'OF ' PLAN. DO NOT • • SCALE DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN: THE FIELD ANY VARIATIONS FROM THE DRAWING SHALL PE DROUGHT TO THE A rkNTION OF THE .. DESIGNER • OR ENGINEER • : APEGZUATE SHORING ANP PRAGINS OF. ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL PE PROVIDED. ANY PROPOSED FIELD C TANGS TO.. • HAVE THE PRIOR APPROVAL of TIME ENGINEER. PEPROOM WINDOWS TO HAVE MIN. 24" HEIGHT ANP 20" MIN. WIDTH.. 5.7 S.F. MIN. OPENING AREA SILL. TO f5E 4. MAX. HEIGHT OFF FLOOR. PROVIDE. I" MIN. THROW DEAD r)OLT LOCK AT ALL EXTERIOR: ENTRY DOORS, VIEW PORT OBSERVE (OPTIONAL). ALL . WINDOWS TO •HAVE LATGHAPL.E LOCKS IF WITHIN IO-O' . OF . GRAP. .. 0 • SERVICE WATER PIPES TO PE INSULATED IN UNHEATED SPACES. FLOW RATES FOR PLU PINS . FIXTURES: TOILETS TO PE 1.0 GALLONS PER FLUSH. (MAX.) LAVATORIES FAUCETS TO PE 2.5 &ALLONG *PER MINUTE (MAX.) SHOWERS TO re 2.5 GALLONS PER MINUTE (MAX.) FLOW 'RESTRIGTOR.: SHOWER POOR TO 13E SAFETY GLA55, • INSULATE AND TAPE JOINTS OF METAL DUCTS. • CAULK,' SEAL AND WEATHER-STRIP ALL OPENINGS, INCLUDING ALL EXTERIOR PLATES. TO FLOOR, AND ALL CORNER JOINTS AT EXTERIOR WALLS, • SL.ASS WITHIN 24" Or DOORS TO re SAFETY GLASS. . • TAPE ALL JOINTS AND TEARS IN PATT INSULATION. FIRE STOP, .DRAFT STOP ANP FIREL,OCK TO COPE.' ALL WITHIN WALL OR ON 'WALL •ACGESSORIEs-- GRAD PARS, TOWEL PARS, ETC. TO PE INSTAI I EP AND SEALED TO PROTECT-: ---STRUCTURAL , FI FMENTS FROM MOISTURE. 50 GFM FANS IN BATHS. 0 100 GFM FANS :IN KITCHENS. SMOKE DETECTORS ARE t1DT WIRED WITH NO DISCONNECTING SWITCH. FLOOR OR LANDING ON EACH SIDE OF. EXTERIOR DOORS, NOT MORE. THAN 1" LOWER THAN THRESHOLD.. • IF HOT WATER HEATER IS NON--RISIP. CONNECTION •AND •OVEN' -.1Y HIGH, IT . l5 TO PE STRAPPED TO RESIST EARTHQUAKE MOTION. • . • HEATING APPLIANCES EQUIPPED WITH LISTED SHUT • OFF 1?EVfGEIN CASE OF. . PLOT OR IGNITION FAILURE. TOANO SITE. METAL GGREWG DUG . S FOR EXHAUST AT PRYER HAVE HEE E . OTHER FASTENENS WHICH EXTENDS INTO DUCT. DUCT TO NOT EXCEED 14' HORIZONTALLY ANP VERTICALLY. COMPUSTION AIR • SUPPLY TO r),E PROVIDED TO FURNACE. AND HOT' WATER TANK IF. GAS FIREP-- SQ. INCHES. GAS FURNACE DUCTS TO PE NO. U SALV. WITH NO OPENINGS. INTO GARAGE. CODE I. INTERNATIONAL PUILDIN& CODE- &AL ` EDITION (STRUCTURAL) • 2.. - ,„ RESIDENTIAL GODS- WIZ EPITION (NON- STRUCTURAL) SIMPSON STRONG TIE CDNNEGTORS & ANCHOR SYSTEMS CATALOG - BUILDING DESIGN CRITERIA CONSTRUCTION TYPE V-15 SEISMIC ZONE 1=1.0 (SIMPLIFIED ANALYSIS) OCCUPANCY OROUP R3 WIND SPEED Ro. ULtokik (SIMPLIFIE METHOD) EXPOSURE CATEGORY CONTRACTOR SHALL PE RESPONSIPLE FOR THE METHODS, TE6I'1NIQUES, • SEQUENCES AND/ OR. PROCEDURES REQUIRED TO PERFORM THE WORK AND SHALT._ VERIFY ALL DIMENSIONS AND CONDITl0N5 IN THE FIELD AND IDENTIFY ALL PISGREPANGIES ..AND NOTIFY THE DESIGNER AT THE TIME THEY ARE NOTED. PROVIDE TEMPORARY PRAGINS FOR STRUCTURE AND STRUCTURAL COMPONENTS UNITL ALL FINAL CONNECTIONS HAVE PEEN COMPLETED. IN ACCORDANCE WITH THE • PLANS. VERIFY SIZE &. LOCATION OF ALL OPENINGS IN FLOOR, ROOF & WALLS WITH MECHANICAL & Fl FGTRIGAL WORK. PREFA''RIGATEP ITEMS TO PE HANDLED_ ANP INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE PLAN SHEET i5 : NOT INTENDED TO SHOW ALL ITEMS TO PE CONSTRUCTED... . THE • CONTRACTOR 1S DIRECTED TO.. REVIEW ALL ARCHITECTURAL . AND STRUCTURAL .SHEETS FOR ADDITIONAL GDNSTRUGTION ITEMS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED pUT ARE SIMILAR CHARACTER TO DETAILS .SHOWN, SIMILAR PETALS OF CONSTRUCTION SHALL PE USED. 0 . SEISMIC INFO I. I=I.0 US1= SRDUP• 2.: es = 1.32 :►= A5 . . �. SITE GLASS 17 (SOIL .PROP NOT KNOWN) 4. S's % • I .Q (1.32.), 13.8 . S 1 = % (1.54) 5. PES1SN GATESORY P • • �O. WOOS FRAME. - SMEAR WALL -- fEAR I NCB WALL FRAME 7. V • - - 0 • W/ REPUNPP. ADDED UP FRONT 8. 65 =• S / R = .55 / (1.2) = '.17DW (1.5) / 1.4= .15Sw 9..R=0.O. • 10. SIMPL IED MET11017 LOADING ROOF 15 PSF MAP LOAD + 25 .PSF LIVE LOAD = 40 P5F FLOOR 10 PSF DEAD LOAD . + 40 ' PSI = LIVE LOAP = . 50 PSF CEILING 5 PSF DEAD LOAD + IO PSF LIVE LOAP = 15 PSF DECK , . * 5 PSF DEAD LOAD. + (0 PSF LIVE LOAD = (5 PSF INTERIOR PARTITION , 7 P5F EXTERIOR PARTITION • = 10. P5F . WOOD TRUSSES • TRUSSES. TO PE PESISNED & APPROVED I3Y A RESISTEREP. WAShIN&TON STATE, ENGINEER ANP EAARIGATEP .FROM ONLY THESE DESIGNS.' TRUSSES TO re STAMPED 1Y THE • MANUFACTURER OR i3Y A'gUALITY CONTROL - AGENCY SUCH AS • THE WASHINGTON STATE TRUSS FAARIGATORS'• COUNCIL. ROOF .TRUSS DESIGN' TO :'?E SU'MITTED FOR APPROVAL PRIOR TO. FAt5RIGATION. . : • ' 0 NON-�ARINC� WALLS TO 6E HELP AWAY FROMTI1E TRUES. b41'f0�vv1 GHORD WITI'i 'AN APPR,OVEP FASTENER SUGht A5. 51MPSON 5TG) TO ENSURE THAT TI1'fl� E lBOTTOM G1-f WILLNOT MAR- ON THE APPROVE!? •tifiNOERs TO PE USED AT ALL CONNECTIONS OF RAh'ftRS, JAM pIZ• HIP TRUS5E5 TO Tt1E MAIN GIRDER TRUE. ALL ROOF TRUSSES;.. TO E . FRAMED AND TIED INTO THE FRAME WORK AND. SUPPORTING WALLS GO AG TO FORM AN INTEGRAL PART Cr TIME WHOLE i;UILDING. ROOF TRUSSES TO HAVE JOINTS WELL FITTED AND TO HAVE ALL TENSION MEMPERS WELL TIGHTENED FORE ANY LOAD - 1 PLACED UPON THE TRUSS. DIAGONAL AND SWAY PRACINS. TO PE USED TO PRACE ALL TRUSSES. TRUSSES TO t5E DESIGNED FOR UNIFORM LOADING AG FOLLOWS: TOP Gfi 10RP ' 35. PSF OF TRIWU f ARY AREA •POTTOM GHORD * 10 PGF OF TRIPUTARY AREA TILE . ROOF ' 45 PSI= TOP CHORD 5 PGF i5OTTOM GH - IF ' APPLICABLE. . • THE TRUSS PLANT MANUFACTURER TO PE APPROVED 13Y THE GIP EACH. . TRUSS TO PEAR UALITY CONTROL STAMP AS WFI I • AS MANUFAG PLANT NAME, APDSS, DESIGN LOAD, ANP MAX. SPACING F YWOOD IDENTIFY A5 EXTERIOR; EXPOSURE I; 11U2 APPROVED. OS1 GHEATl INS PRODUCTS OF EQUIVALENT SPAN RATING ALLOWED. • PLYWOOD WALL ANP. ROOF .SHEATHING TO PE 1/2-" ' COX,- UNLESS OTHERWISE SPEGIFIEP, "O5r" OKAY. MINIMUM NAILINS TO PE -Sd C G" O.G. @ , PANEL EDC E5 AND I2" 06. IN FIELD. SPAN INDEX TO . 24/0. PLYWOOD FLOOR SHEATHING TO PE 3/4" CPX T&S, -UNLESS OTHERWISE SPECIFIED. MINIMUM.. NAILING TO PE l0d 0". D.G. ( .PANEL . EDGES AND l0" . O.G. • IN .Eel-P. SPAN. INDEX TO •.PE 40/20.. • - .. . STAGGER END . LAPS. AT ROOF ANP :FLOOR SMEAT,HING:. . ALL• EDGES or PLYWOOD IN WALLS. TO' re SUPPORTER PLYWOOD EDGES :AT FLOOR AND ROOF. TO 35E. SUPPORTED • .AT •EDGES • WITN GLIPG, . LOCKING OR OTHER APPROVED METHODS. PLYWOOD EDGES AT WALLS TD 15E. SUPPORTEI Y FRAMING; MEMPERS OR I LDGKIN. . FRAM I NG REVIEVD FOR CODE. CO pu NCE APPROVED NOV 13 20Mit t U%(Wila: G DIVISION ALL WOOD IN GONTAGT . WITH CONCRETE TO ft. PRESSURE TREATEP. -(" MIN. CLEARANCE 1 tETWEEN WOOD ANP EARTH. --15" MIN. CLEARANCE r3ETWEEN FLOOR JOISTS ANP EARTH. -12" MIN. CLEARANCE 15ETINEEN FLOOR SEAMS AND EARTH. -ALL PULT UP TEAMS FROM SINeLE MEMPERG TO HAVE '(3) 10P Q 24" O.G. FOR ENTIRE LENGTH OF SEAM. 0 -ALL FASTENERS GOMPINEP W/ PRESSURE TREATEP WOOD TO PE HOT DIPPED • GALV: STEEL PER . ASTTA A153 - --- --- - - STRUCTURAL GLUDLAM 1 NAThD LUMBER SLUED • LAMINATED TIMPERG- . POUS-FIR LARCH (2AF V4)- .(24F-VS AT ANY CANTILEVERS) I%/k' MICRO -LAMS, (LVL) Fb 105 2400 . 1,500,000 20 Oro", 31 ", 51/4", 7' PARALLAMG, (PGL) 290 2000 1,500,000 2900 , 2,000,000 TO 13E POUC.LAS--FIR FAI5RIGATEP TO THE REQUIREMENTS or U.s. PRODUCT STANDARD PS • • . • ' • • LUMPER TO r)E 0f= SUGI1 .GRADE TO PROVIDE NORMAL' .WORKING STRESS VALUES OF '2400 PSI. IN 'PENDING; 1100 PSI' IN TENSION; W00 PSI IN COMPRESSION PARALLEL TO &RAIN; 450 PSI IN. 'COMPRESSION. PERPENDICULAR • TO .SRAIN ANP 1105 PSI HORIZONTAL SHEAR (COMPINATION 24F V4). LAMINATED MEMPERS 'TO PE AITG CERTIFIED. USE WATERPROOF "GLUE. CORRECTION LTR#_-I- LUMBER STRENGTH(Units in PSI) NEW tdDS 2005 6aJE1zNs (rnPLE A STUPS HEM -FIR #3 OR STUD SRAM D.E. #2 & PTR . 150 • 575 . JOIST INTERS- . • HE.M-MR #2 TALE 23. IV V 1 • ix '' • 150 550 • • • ..up (o• S5o POW. FIR -LARCH #2 - 2XI2 • 180 . 900 f5EAM5, LEADERS, LINTELS & &IRDEERS-- ' 4" NOMINAL IDoUO-•FIR #2 , 150 900 4" NOMINAL DDUc-FIR #2 • 150 SOO 1,200,000 1,300,000 1,300,000 I,f00,000 .1, OOOOO 1,30000 WHEN TOP PLATE. IS INTERRU'TEP 'Y HMDER, HEADER. SHALL HAVE STRAP GONNEGTORS TO THE • Ti' PLATE EAGl"f END. USE 2- SIMPSON MSTAU GONNEGTOR, UNO. • ALL SHEAR' WALL- SHEATHING NAILS AND ANCHORS SHALL PE' AS DETAILED ON THE •DRAWINGS. AND AS NOTED IN THE SHEARWAfL %HIRE. FLOOR AND ROOF' PIAPf1RAOM NAILING SHALL 15E 8d COMMON Q " O.G. AT ALL SUPPORTED PANEL EDGES. AND $d . Q 12". 06. AT INTEWEPIATE SUPPORTS: 150LT HMS AND NUTS MARINO AGAINST .WOOD TO PE PROVIDED WITH FLAT PUTT WASHERS. Woof MARINC ON OR INSTALLED win* 1" of MASONRY OR CONCRETE TO fE TREATED WITH AN APPROVED PRESERVATIVE. 0 %LIP PL.OGKING OF NOT LESS THAN 2X THICKNESS TO �E PROVIDED AT ENDS. AND AT ALL SUPPORT OF JOISTS AND RAFTERS TYPICAL GILL ITS TO pE 1/2" DIAMETER AT. 4. 0' 0.G.; MIN. 7" EMIEPMENT (SEE PLANS-PETAILS GOVERN): ALL METAL -FRAMING ANCHORS AND. RANG -FRS SHOWN ON DRAWING S fiALL PE "STRONG TIE GO NEGTORS' AS MANUFACTURED f)Y. SIMPGON COMPANY OR APPROVED EQUAL.. * . NOTE: SEE DETAILS FOR UPGRADED POL..T SIZE AND STAGING. I. ALL SOUP LUMPER TO PE E AADEP PY Wag, OR WWSA ALL L1NPF_R SHALL -PE HEM 2 -MR. # (If #2) OR FETTER. ALL. SOUP L.UMPER, 5" 'X 5" OR LARGER SHALL f E DOUGL A5 FIR #2 (PF #2) U.N.O. 2. THROUSI1 BOLTS ANP LAS 1)OLT5 6h,4LL PE ASTM A307. PROVIDE MALLEAPLE IRON WASHER AT ALL BOLT AND LAG BOLT LOCATIONS. PROVIDED GUT WASHERS FOR ALL XOLTS .PEARINS N. Wow 3. ALL NAILS SMALL PE COMMON WIRE NAILS, UNLESS EXPOSFD TO THE WEAThER/ PRESERVATIVE TREATED WOOD, ThEN HOT . DIPPED ZING COATED. GALVANIZED STEM.. 4. ,511EATHING: ROOF:. 74" 05 GR•APA RATEV SHEATHING WITH Sd NAILSQ �" O.G. EDSE, 12" O.G. FIELD U.N.O. FLOOR: / T&S PLYWOOD WITH* lOd NAILS Q 4,0.6. EDGE, 12�� 0.G..FIEL P U.N.O.tALL 5. NAILING StCOMPLY WITH I156 TALE 2304.9.0 U.N.O FOUNDATION FOUNDATION PESIeN. • IS 'AGED ON AN ASSUMED AVERAGE SOIL . reARINS OF PSF. * • * 0 . EXTERIOR .FOOTINGS TO : PEAR 1' -0" (MIN.) pELOW FINISH S APE. ALL FOOTINGS. AND .SLAPS TO PEAR ON FIRM. UNDISTLIR EP EARTH PELOW ORGANIC . SURFACE SOILS. PACK FILL TO: PE T1OROJS11LY GOMPAGTEP TO 95% MODIFIED FR . *FOUNDATION VENTS TO. NO(' INTERf"ERE WITH DIRECT LOAD PATH GOL.UMNS. • 45 POE. 1=LUIP PRESS...• . ET CONCRE CLASS ANP USE . A- FODT'INSS & FOUNDATIONS . P- SLAPS. ON GRADE, F_XT.. PATIOS ANP FOUNDATION WALLS EXPOSED TO - WEATHERING REINFORCING STEEL REINFORCING STFFI ASTM A--615; &RAPE . 4,0 U.N.O. PETAIL,FAPRIGATE AN • .PLACE IN ACCORDANCE WITH TIME LATEST EPITION OF THE A.G.I. "MANUAL OF • STANDARD PRACTICE. *STRUCTURAL STEEL TO PE FY = 33 KS 1. 2$ PAY 6TRENS11 INSULATION �..:� 11Mtg- �-i �)aec��tt��roifi �od,5b"�� UNLESS NOTESOTHERWISE, trn�arioiv TO PE. AS Falows: G TION 0613& (Td LOCATION MIN. I ULA FLAT CEILINGS/ ATTIC /SCISSOR TR. R-49 USS • w' f (t.30..) VAULTED GEILNGS . (SINGLE "TER) • R 38 �ERIOR WALLS .& BELOW GRADE R ZI. . WALLS 15ETWEEN HOUSES & SARASE R-21 R 30 R-I0 *VAPOR RETARDER ON WALLS R-5 CEILING TO PE PAINTED V. . ALL DUCTS TO HAVE TAPE & SEALED REQ TO MEET UIREMENTS OF ASHRAE. STANDARD 90A-50 ANP PE SO LAPELEP. R 3 MIN. INSULATION ON HOT' & GOLD . WATER PIPES. FLOORS' OVER UNHEATED SPACES SLAP PERIMETER HEAT DUCTS IN UNHEATED SPACES Tank I es WATER. HEATERS GAS WATER HEATERS STAIR NOTES �-4" CLEAR HEADROOM AT STAIRS. 0 HANDRAIL UP 34" - 38"RETURN ENDS, WITH . HAND GRIP OF 1 j ' - 2" IN CROSS SECTION, CLEAR 'ETWEEN WALL AND RAILING. I6/" ` D.G. SPACINS MAX. FOR UPRIGHTS or HANDRAILS OR GUARDRAILS IN STAIRS OR PECKS. FIRE PLOCKINS IN STAIRS- ONCE IN MIDDLE OF RUN. BETWEEN STRINGERS AND ALONG RUN P;ETWEEN STUDS. DOORS. AND WIN;DOWS ALL. SLAZINS TO PE .I70UPLE . SLAZINS WITH MAXIMUM "U" VALUEOF $ ALLS. SKYLIGHTS, TO PE, DOUBLE* C?L.AZINS, MAXIMUM "U" VALUE OF 0%. FACTORY QUILT WINDOWS TO PE CONSTRUCTED • TO PERMIT MAXIMUM . INFILTRATION OF 0.5 GFM PER . LINEAL FOOT 01 OPERAPLE SASH PERIMETER AS TESTED PY STANDARD AGTM E 283.73. SITE PULT ANP MILL WORK 51 OP pUIL.T WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA. At5OVE, i5LT MUST E. MADE h TIGHTLY FITTING AND WETHER-rSTRIPPED OR GAUJED. SLIDING GLASS wogs To PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUARE FOOT OF POOR AREA • SAFETY SLAZINS LOCATIONS: • I. INGRESS AND EGRESS DOORS. 2. SLIDING •C�1.:AG5 DOORS, SWINGING GLASS DDORG. 3. SHOWER AND PATHTUP ENCLOSURES/ WINDOWS APOVE PATH TUPS. 4: ' SLAZINS WITHIN 24" OF A POOR. 0 5663 5. . GLAZING GREATER THAN. 9 SQ. T. • SLAZINS IN GUARDRAILS. , 7. GLAZING IN STAIR WELLS ANP WITHIN 5'--0" OF TOP ANP POTT SLAZINS W/ POTTOM EDGE •LESS THAN 15." APOVE FINISH FLO MISCELLANEOUS NOTES I. GUARDRAILS TD 1'E 36" MIN. APOVE FINISH FLOOR. I. .AIR-ENTERT'AININC� AGENT (5% TO 7%) TO � PE USED IN ALL GDNG1zETE �FLATWORK 2•• HANDRAILS TO PE 34" ABOVE NOGINS, WITH HAND GRIP OF 1 W 2." IN EXPOSED TO WEATt1ER. GROSS SECTION, WITH ENDS RETURNED.. . 2. POSGOLITH .300 SERIES (40Z PER I00#of GEMENT) TO PE USED IN ALL 3• . SPAGlNS 'ETWEEN INTERMEDIATE GUARDRAIL MEMPERG . TO PE MAXIMUM• CONCRETE. 3. MIX MAY PE. DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IRO CODE. • • A•, • WATER- GEMENT RATIO 0.50 PER IRO TAPLE 2.003. OF 3 !4:' CLEAR, SUCH THAT A SPHERE OF ' 4 DIAMETER SHALL NOT ., PAGG THROUSH ANY OPENINS. 0 4. FIRE SEPARATIONS .BETWEEN SARASE AND DWELLING:.' INSTALL 5/5" TYPE "X". SWP ON ALL WARM WALLS ANP CEILINGS, EIS, POSTS, ANP ' 5. PROVIDE' CONTINUOUS #A BARS IN TOP' OF FOUNDATION WALLS ANP (2) #4 IN FOOTINGS. DOWEL FOUNDATION WALLS. TO FOOTINGS WITH #4 X STEM WALL HT. 'EARING WALLS. • EMERGENCY EGI55 WINDOWS: MINIMUM NET CLEAR OPENING LONG @ IS" D.G. EMI5EP 5" • INTO FOOTING (U.N.o) NO SHEAR KEYS REQUIRED (U.N.D.) OF' 5.7 SF MIN. NET GL.E.AR OPENAPLE WIDTH OF 20, AND MINIMUM NET CLEAR -.: REINFORCE WALL AND SLAP OPENINGS WITH ONE EXTRA #5 DIAGONAL 'BAR, 4'-0" 'NINS HEIGHT OF 24" MAXIMUM FINISHED SILT. HEIGHT OF 44" . APOVE. FLOOR. LONG AT EACH CORNER. 0. SLUE .:PACKING USED FOR TUP OR SHOWER ENCLOSURES TO PE WATER 7. /" DIAMETER ANCHOR .DOLTS @ 45 O.G. (U.N.O.) INSTALL A.P.'S WITHIN 12" .OF *E.., ' 5UT NOT' • TO PE INSTALLED OVER VAPOR FARRIER OR ON THE SILL. MP, & NOT" LESS THAN. 7 BOLT DIAMETERS FROM ENDS/ SPLICES, MIN. 2 PER CEILING. PANFI . 7" EMBED INSTALL 3'' X 3" X Y�." PLATE WASHERS (TYP.) 7. � SHOWERS : TD PE :EQUIPPED WITH FLOW CONTROL DEVICES MAX. 2.5 GPM. g. •ALL INSERTS AND FASTENING DEVICES SlJGl1 .AS TIES, BOLTS, CONDUITS, ETC.. S' , ' WATER HEATERS TO PE LAI�FLED AS GOMPIJTlNG WITH NAEGA 1987. SHALL�E PROPERLY L.AG.ATEID AND SECURED IN POSITION BEFORE CONCRETE IS : 9` � � EXIT DOORS TO � OPENA�LE FROM INSIDE. BUT A NIGHT LATCH, DEAD PLACED: EMPEDMENT OF ALUMINUM ALLOY MATERIALS SHALL PE APPROVED f)Y THE ,PORT SECURITY CHAIN MAX. 45." APOVE FF. •CAN PE PROVIDED. ENGINEET?.PRIOR TO CONSTRUCTION. 10. -EXTERIOR 'OPENINGS EXPOSED , TD THE WEATHER TO PE FLASHED IN SUCH 9. SEE PLANS AND PETALS PY OTHERS FOR PLUMING LOCATIONS & DIMENSIONS A MANNER AS .TO MAKE THEM WATERPROOF. AND OTHER CONCRETE CONSTRUCTION • REQUIREMENTS. l0. ALL woo. FORMS USED IN THE .GROUND OR PETWEEN FOUNDATION SILLS ANP THE GROUND. SMALL, PE: REMOVED PRIOR TO $ACKFILLINS. • . . II: CONCRETE AT CONSTRUCTION JOINTS SHALL 1-fAVE PEEN INTENTIONALLY ROUGHENED ANP CLEARED OF ALL LOOSE CONCRETE. AND PEPRIS. GONGTRUG.ITION JOINTS NOT SHOWN ON THESE DRAWINGS. SHALL PE APPROVED PY THE .ENGINEER PRIOR TO .CONSTRUCTION. SLUMP 2500 PSI 3-4 3000 P61 __..--.._3-A• _. OGTOR. OF • . RECEIVED CITY OF TUKWILA OCT 27 2014 PERMIT CENTER MINIMUM SAGKG/G.Y. REMARKS 5 %2 5 14 CONCRETE COVER CAE RDNFORCING CONCRETE .GAST AGAINST .AND PERMANENTLY .EXPOSED TO EARTH. (FOOTINGS . .• G0. N6RETE VERTICAL FACES EXPOSED TO EARTH OR WEATHER. I .W 'EAMS AND • COLUMNS NOT EXPOSED TO EARTH OR WEATHER. `�/�" � •SLAB . ANP WALLS NOT EXPOSED TO EARTH OR ' WEATHER. LAP• ALL FIND SPLICES 30 PAR DIAMETERS WITH. MIN. OF 24". FEND WALL CORNER AND FoOTiWS f5ARG • I�" OR USE CORNER 'ARC AT ALL CORNERS ,'AND WALL INTERSECTIONS. 11.. ROOF FLASHING TO COMPLY WITH IRC13. 12. • RECESSED LIGHT FIXTURES TO 15E TYPE IG RATED PER WSEG . 13. EXHAUST DUCTS SHALL PE ILI91 LISTED 'DUCT", INSULATED TO R-8 IN • UNCONDITIONED SPACE: ANP TERMINATE AT LAST 36" AWAY FROM ANY OPENINS. • 14. PROVIDE FLASHING AT TOP of ALL WINDOWS. 15. SMOKE DETECTORS TO E INTERCONNECTED AND PATTERY 'AGKUP. 16. Duct and Air Leakage tests needs to be performed. µhis.. 64 tNt•IgIAK, LVtaciiA'Lt.Gs te. VmiljAtt 17. .Provide carbon monoxide alarm per• R-315. • eoscto&.11-0P6 kw Aloft awl to i 15. :Provide exhaust and outdoor. air per Sec. 403 of C4909.1MG. 'tC3' 1 �4IiJA'i;'�� 19• Identify dryer duct length per 504�5 of IOC. Q,omr�G,�°,�fi. �G�1 sec.105m � w, a2ct. fizumo tokt, :'� • Vi ��Su�'s L�� 60 `� `�- • t�DspR� ��mEit.?Lit ib otretal woo dec6tt (4.ofooa'4 m t, p c3Va Ia lx oeuM c t * c is 5e + SVI. S b W oN ftst0- alai egu L e il►J 451joki6 GUt'ii� SHEET TITLE 8 i 04 . z '~SHEET~ 1 f etowisskaiNe tait -i?DuRiata9. •:; t‘ 10 ftrt:54 CA14 Ttztai 4705.4, ,24k$ ?0,cor to./ 11161$10)J 109,./0 gibb° WAtt,itiN16 mu.) aitt• gtags eiti4 • 1E* ik_ : 07:014‘.10Attitistittite,ilia --- ()13-11-1 - .1)Ott Yr ($ ‘ tN9 .TTrt•tt)t 9tr,1 uukttpA te6. tII msg em3 Kt% 6 ot ictas woo to ftw.g. '4164; t NI% gAtle. uw. V(Nas at( wow 54) ?et lila wl Woo qii‘O aLoK te, eicmg to giatta..s. gatel. fAhl Eussimutp440 oc) 14 tstiNtai S tte loocr: s: tNto)- Leva- tol_1440- t.01,0 471-rndlitoki, ,z1-70.-.14A 0,04317 itak lumlipuces 51Aub, %OA 4 nocts eiti4 't9.dt1IUO, ti4 :..-;..“..--,0141--- Ri. -441.-..4Pat:. — V.----- -......-.... .04-1111'.- 441-sf: -..::,-1. •t5t.)4Yet.1)... = ii44-qt..-2.,.. 4;1 Wit All dikts't z't bet sr; 114 FLOWS y.1,A0t i‘Glx,101 r- 4101 Cr: er,VT)12)6 sf 41-1)t.6 'rt.10?-_001- kit4-firit • • ••'. • . . . • 1.11 • .. • 1.1qt.tt • I. • . Cari- '1:4.9r6 ?•••••!,, • • • : • • 2 • „ . : , • • ' ;; • 4. '921_ I e ,o(A. gpt. UteciA,Auk 12)1tb : • ';a7:ttT$4170 H$T.' ResldenUal Area• :;i02.44)04:00A*4160 tAStritt): t tivni rtik.v4sfild, f.i.14t4;lit(1( • • •3 . • .•.: :Jurn TUK(Aii a-oda tek-r6 Propety Type Pat .i.3‘.'tirni)eir tiukarter:$:04oa.-TaitirRange - 1:12 it" HOME ADD N 106 FT OF S 110 fq" LESS W 20 FT iiSS ST HWY 2 Lot, 16 . • • • • • . • • . • • • • • . . • . . • . .. • . • • • • litiht*•4 Best Use At. LI yort MULTI -FAMILY DV1015LUNG Percentage Unusable C) • Higriest•&:Beat Use. As:Improved PRESBNI USE Unbulldable . • No .~...1" • '.1.Prasartt Use -..• : • : . • • • :1•SingleFarrilly(Res Use/Zotie). . • • Reettidive We Shape. go BaS4; Land yeiue SqR , Base Land Value 0 Zoning 84000 • .rkkater f9t5tik., Baseland Value impacted ipp H 170(100,C/ Ser1$epbc Base Land 'Mired. Date I 6/202013 Road Aeons: • It • . . Base Land Value Tait Year 2014 ; Parldrig Lend Sift 103QO [Street Surface' ti ; Acres 0.24 • REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING DIVISION 0280 RECEIVED CITY OF TUKWILA OCT 2 7 2014 1 8 1 ± i g g DATF 1:1' -7-70----Ift :.-.3 4...i _...... z 04400-4-corli ri-SHEET".0 Air t1,1 . 1211 4 ..,..7.)..m. t?,,i4, cl..otlittaq. .,.>rovi6 it,, but Omit' e 27 e ‘9271,' • iadvt • UJEo-A fie, MAIN tiOX i REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 21)14 City of Tukwila RUILDING.DIVISION fiNts4_ akugto • RECEIVED CITY OF TUKWILA 2014 PERMIT NTER w N 8 0 £ o 1 Nc" pss.,.%, tc.., 040*- try c=i • 0 'KEW) 0g, e140 V 14 eackli cites O.- MUM 111 it Lettml tath 11111111111 I1111111111111 ro wit» Li A. 111111111 -0141t- REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION i°) tqk ut�� RECEIVED CITY OF TUKWILA OCT 27 2014 PERMIT CENTER ex14.40;€100- •• 1 \ G`r'• 1 8 1 ?" i I} acil i A -4; ``z:--- o .4 0 N. tc ...,_ :.-_, .--- cS •-PY•Ns•••:,,i•••4,•:&,••••••:7•q.:...,t5A IslititO ..)‹.(43.t. dittotto 5011E flotati mtt2-_-"ii 0R) MMo .... (°--1,17:11-hata rta)(,6 eVNiJ'Co toiklitp •••,,,k,5,m-,-.••i:0•••••,!,..;1.?•:•;•••';•4:,•,-;1•%; •111111111M 7 0 Gulag. costmki etko NMI 11111111111111111111111 1•11111111111111111111111111111111111111111 i?quxiALe_-01,1(0 ix% )e*I‘ loksi-LrOgi1/44;e. tt .1,...,..,^1,1•1,0/11../...19-1,., [Ida z„;--44z101 cAup-4tiot4, 100 ..• . . _ wet:am ositiod-WW,..,: NMI . ..... _ ......_ ftelitz:t TOOV--toit4 (ict 11Kt 1.0) ?At.). t • &BIER& NOTES: --CONSTRUGTIGN TO GONIPLY WITH TtlE WA STATE ENEReY \ 6CPE 101Z,EDITION. -I-IEATINS SYSTEM CHOSEN TO MAINTAIN VV. AT V-0" Af)OVE • FINISHES) FLOOR EquiPmENr SHALL NOT EXCEED_ 150%_ Or .Pesai LOAP- --a_AZINO IN HEAP AREAS TO M INSULATE) POUPLE @LASS AND TO PE LAPELEP WIT11 AN 'APPROVEP TESTS U-VALIE. --PO NOT SCALE PRAWINeS; DIMENSIONS SOVERN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY NV ALL DISCREPANCIES. THE DRAWINGS %ALES ARE , INPICATED TO PROVIDE VISUAL PROPORTION AND SHOUP • VERIFIED WITH SIMILAR PRAWINSS ANP LISIEV 2IMENSIONS. -WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY. PART OF TTIE WORK, Tf-IE DETAILS SHALL PE THE SAME AS FOR ortuR SIMILAR WORK. THE CONTRACTOR SI1AU_ ASSUME CONSISTENT CONSTRUCTION PRACTICES OCCUWINS IN • AREAS WHERE PETALS PO NOT INDICATE SPECIFIC MATERIALS OR PROCEPIMS. •- - -POST APPRESS CLEARLY READABLE FROM ROADWAY. NUAtERS SHAU_ CONTRAST FROM THE i5A6KeRouNr). -it/ HARDWIRED SMOKE DETECTORS ARE REqUIREP AS PER - Otic tooe) . INSTALL WITH INTESRATEP 15ATTERY PAGNE -Ad) WHOLE HOUSE FAN VENTED TO OUTSIPE ON A 24-HOIR CL.00KisREqUIREP. THE CONTRACTOR SHALL VERIFY ALL POOR AND WINPOW 07-e. ROUSH-OPE.NINe DIMENSIONS WITH THE DOOR ANP WINPOW MANTACTURER. ' 1 -ALL FRAMING ANCHORS, how POWN5 ANP StEAR WALLS (Lai . .. SHALL i5E INSPECTEP PRIOR TO COVERINS. -A 36" py °PENNS WIDTH (36" MIN.) CONCRETE STOOP IS REZVIRED OUTSIDE ALL EXIT DOORS. A MIN. CONCRETE APRON IS ALSO REqUIREP AT GARAGE POORS. MAW to• NAKt. Getw6‹- ftwtit4- aMm -THERE SHALL PE A FLOOR OR A LANPINS ON EACH SIPE OF A POOR. A POOR MAY OPEN AT THE rcp STEP. OF A FLAW"' Or STAIRS, PROVIPEP THE POOR PS NOT SWING OVER The 1204,0(. TOP STEP. A POOR MAY OPEN AT A LANPINS TbAr IS NOT MORE THAN 7.75" LOWER THAN THE DOOR LEVEL, PROVIDED THE POOR DOES NOV SWINS OVER THE LANPINS. •-W1-1EN DOORS OPEN OVER LAVINE'S, POORS IN ANY POSITION SHALL NOT REpua THE LAWNS LEN&Til TO LESS THAN REVIE D FOR CODE CO PLIANCE APPROVED NOV 1 3 2014 City of TiJkwila BUILDING DIVISION tme ?)12,01 ii /exei wz-0,1 1\11.)010 )t-zrotthv4lif4 Otctet, • • ••• MACKI QJi 4214,0t oat -iiiS.. ..... • 5663 RO. STATE 0 ?/" HI D. JOH 111 SON GTON RECEIVED CITY OF TUKWILA OCT 27 2014 EXIGti WPM,• ,- eittteer • i 8 0 Z (\2 u ... , - . c'. (4 -4— t— o..,.........s.4. ,_C$ A 1344w-c*--COA 1\tmvi- (MT • Som Oft /071 <3-, it-21 st ft St's 321 Cf. ibitkS1- it° Ct sf 21°I sf; etme Ouk2fNcO fiaitt9 C441,10to (r), MI - A)L0SQ.to L Li si paw ........... .,A VaL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 le ; • tit uLoiMd altets .wietgomo ..,--/ADwiktrstos Itto \o4t fat ails 60101 t eotti ViiiS litt Siete 1 fit+ t 0 tt ! RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER uNtt 1 0 Z 01"-- ?LU N *Le DO aim <". 4-qt. ; HEET~ Whole House Fan (UfLITY m) Kana1 f lakt Inc. I<,KI25 IA Sone Rat i ng a M I' ' S. Vcm on a 24 hr. clock. ent to exterior. Kitchen STOVE Fan KKI©o IA SONE RATING 100 cfm min. exhaust fan per manufacturers specs. Vent to exterior. A11 'ath Fan: ROAN 344 90GFML 2.5"W.S_ Vent to exterior. Egress: 'edroom sash, si l Is up 44" max. A.F.F. with min. 20" wide X ?VI" high opening and 5.75 sq. ft. Smoke detectors to be IIOV hardwired with integrated battery backup. Direct Vent Fireplace: -Sas only heat source. -UL. approved & labeled. - -Install per manufacturer specs. -Provide glass doors. 55/S" type "X for I -hour fire rating, wrap inside of box & underside of lid prior to installing unit. Tub & Shower Note: -To comply with IRG -Waterproof backing up 70" min. above drain inlet. Do not apply vapor retarder under wonderboard. A l l plumbing faucets to have a 2.5-- SPM flow restr i.ctor. -Safety glass on all glass enclosures. Direct Vent Fireplace: -&as only heat source. ---UL approved & labeled. --Install per manufacturer specs:. . -Provide grass doors. 5/e)" type "X" f or I --hour.. fire rating, wrap inside of box &•underside of lid prior toinstalling unit. Furnace/ Water Heater: --St e e I H.W.T. to comp I y with AS11R 9O' : A b0 and labeled. to be equipped with a pressure: relief line plumbed to outside & seismic straps for horizontal: forces. --1nsu I ateH.W.T. with R-I6 wrap :& sit on .R--I0 ridged when placed on concrete. A'IVA6 above floor duct ingto be .26 guage. --IVY', unit to comply with .WSEG:& .labeled with a performance rating: All pilots, burners & switches to.. g" AFF. -Protect mechanical from impact with a wheel stop or bollard when located in garage. but .out for furnace 'plenum, i f Opp' i cab I:e. Verify size and l octet ion. *Non recirculating hot and cold water pipes located in unconditioned space shall be insulated: to R:3 min. (W6,503) &arage Fire Separdt ion:. -Sa r age/ residence common era i I t o be fire -resistive construction by 'the use of. S.W15. all supportwa l I s, post and beams. -Place 5/r type "X" O.W.P. on ce i I i. ng of garage when heated living is located. above:;' -A self --closing, tight fitting solid core wood door I-3/ . thick or a :self --closing, tight f fi t t i ng door with a 2.0 minute rating.. shall be used: A" concrete slabover compacted fill slope to front. 3"± eowm ‘7.0CiL. (4' t 4.2Atiu 144- w JtAs tore Dam 1 `ins rM: 4 .r, ...._..._. ..! fit• h+i'f 3_.1il.. _.._...�..�.._.........._ 1 i • MAH0401144 two,... tt two; REVIEWED`FQR CODE COMPLIANCE. APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION ti).(4A1.) RECEIVED CITY OF TUKWILA OCT272014 PERMIT CENTER z 0 0 Ow) OF--4 oN 1.3 u O csao< "'`'SHEET' .��.i s rra11'.M1Y1`rhi:aW:`'`ykc `.��'.`s�}c"i[`r� ?.rrt..oza.cv-n:gir-tvn,-r:��s�l;w,r�t:-:.: ;k• .,,. 1/1-\,,ou ti tt cr- 00-.) • ,tertiNtet 0.c te: 2110 : _.: vv.))::r REVIEWED FOR CODE COMPLIANCE APPROVED. NOV 13 2014 0 \ tare? M Ate- tifl * frevo RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER 11111117.. • (s) z SHEET~ e�.::r�l-.i:::. �:t�"^:Lk.3"Fr..✓...u;:;t'^._:'.`3:_"�ci.:>`:ii��......::�2'.':.s"i`:it.;i!?+:';a:S3.'..��`�.."'�,�Js'irr,±si r•�' -ic.^ xr^�a+w SHEARWALL SCHER - STUB t AhrlIN6 `; MARK *(2) SItATtitNist ON 2X I'iF. INC:(reap ttEATttIN& vree N - NALIN6 0 12" Oa IFS {'J_OGICFP *(5X9) I" E PLATE NAILING *(5) _ ROOF TO TGP PLATE, FLOOR To TOP RATE & SILL. RATE *(() s , FLAT 3" X 3" X Y; 'IN A Aloes W/ WA5R5 ALLOWABLE LOADS SW i 7/16" OSP Sd 0 P" O. 10d gii 12" 04. 16d 0 I6" 04. 5/8" a X Ill" LON5 ? 45" 04. 230 FEY SW 2 7/Ib' cep Sd @ 4" O.G. 16d 0 ft, 04 LTP4 0 U" O.C. S5/t ✓ a 4 WIvv. 3 PI.F * 5W 3 7%i6" asp Sd 0 3" 0G. LTP4 (S oa U P4 ®Ig„ ©G. � % LONSI 03d'vc. 466 FLF *SW 4 7/y" 05b led @ 3" 0G. LTP4 0 ite, LTP4 41 I6" 04_ 5/8" a x I d' LUNG 0 241 04. 50 I'u *5. W 5 7/16" 0513 1Od 0 2" 04. LTP4 0 124 LTP4 0 12" OL. SLf.'N6 {ad OG. 725 PLF *5WG 7 `1:5d0V'O4. LTP4 @12'o& ITP40I2"0L. 5/5"aXId' Lap @If0G. 910PLF * 5 W 7 7/ 6r s pOT}-t I0d ®3" OG. ., LTP4 8 t ,6 LTP4 .0 S 0G. 5/S„ a X le LONE) 0 1210G. 1 p� *SW 8 7p °sr)5 I0d to 2" 0G. LTP4S"v� .LTP4 8" 04. 5/ 7 a X id' WW1 09' 1' 0G. I460 FISF * 3X MATERIAL AT ALL Ap JTTIN& EPEES'. 3X PLATE @ FLOOR NQT WO IP o ATtilfii6 RUNS OMEN. 0V R 2X PLATE & SF'E.JCES AT CENTER OF RIM JiIST WITtf Me NAL 1. Shull''. 'N OR Wt.. LOCATE ItU7O N AT EACH Et4P OF St 1EARWALL UWW0: INeTAIL MAKFACTURER RATIONS FOR FOIWATION MIN. FINP DISTANCE & �, F?U`PATICN A5 PUP 2 LONaTN u CMFP .E WALL SANE A5 ARWALL (SW) AWE, & 6A> .E P CONSTRICTION Sm A+5 36M MOW . REWIRES 3X OR (2)-2X FOUVATION SILL PATE 4. T iR ACEP RcP &�{yCOMER A5 f ll /� �Q �/J} S. COMMON Nt L , Lt40: Sdh0 t " X /� "' I0d= 0.145" X '�", I2d- 0.I4 " X " Y4', 16 0.I6i" X % i� J 1*d SIR10ER 7l4S" X 3 W. I` r 6 TNN ALL fil CLIPS ON ALL 5/ RAFTERS, A35S g 24" 04. ON OWES & FAA JOIST (OR %U' teU<<'b) TO TOP PLATE (511 PLATE ® FOUVATtON) Lfr10 MEN PEcJi P SPACING (S LEST TttAN 24" 04. INSTALL A35S AT ROOF SCUP tJC'S TO SW rOP PLATE. MNR INSTALL tit OR II'2.5 Old ALL TRUSSES/ RAFTERS. LTP4, LTP5 OR 1.650 CAN PE 5(lp5f h1Jfl P FOR A. CO ITCTtON PBZ SIMf SON 51R6ANC� TIE OR Ems- 7. MN. 3X c (2)-2X SILOS LAMM VATED W/ (2)-16d �k 6" 04. AT AeUTT �1S PAWL WOES. S. ANCt%OR MSS SHALL BE v fi' LEAST 7 " INTO CONCRETE; MERE SHALL t e A MIN. OF 2 pars FrR PAGE, WLTt't 1 tax . LOCA1152 NOT MC•ZRE THAN I2" OR LESS THAN 7 SOLT PAVERS glut EACH DP of TIM PIECE 2X MIN PRESSURE MAW P NO. 9. SITU NAM1I`NS SHALL Nor FEWTRATE PAST MUSH WITH 61,Rme NEC 250.52 Grounding Electrodes.electrode is required A concrete encased grounding in all new concrete footings.The e electrode lect ©delargel feet o r consist of at least 20 conductor not reinforcement bar or copperBareeadhall be located smaller than 4 AWG, portion `o€ a concrete horizontally within that p t� foundation or footing that is iir 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 p power panel.) location of 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 asured from the exterior foundation. i -1, LRlm TO DE 5 d/i SACK; re-= 2500 nt r 25 PAYS. -Pat\roizale ALL TO ft ASTM .A-S eiR 40 &R MUM. --f001-Ne6 TO REST ON 2000 P • U'PISTUR EP . - ASOUN+riEP. --MINWA CONCREM CONEFASE OF Sift TO PE3" C ..EAR @ on-' DM or FOOTINGS { I/2" a.EAR @ OUTSIPE Or WALLS 3/4" CLEAR at INsNIVE .OF WALLS. ALL LIMPER iN ciONTAGT w/ GONU RTe TO re - PRE6S-1JRE. TREATEP. - ROVIPE 60..I % etpaghe OVER a'Pf.JRTS. --ratVATI6N WALLS OiALL HAVE TWO #4 BARS IN me TOP �" OF ME WALL, WITH A MN. r SEPARATION ItEPA EN i -E PARS Ate A MIN..,/4" OF CZ TIOUsr ��. 00Wsktiot\I REC CTYOF OCT P ERIVII7 � Subtotithetati �auNb�,�J lc isoastt�a Nt��►�n �oi��s � �S t� tu�.J ja Atao. erstito6toge9 talus rptk., LDATIE*. • LtX, EIVED TUKWILA 1 8 ki\ Z if, p •i4.: A °z • • 7b Tit. USA Jbtst }t ,JoKtt To onto,. va!Auk6) fit((sttKtolZLt624r 6) _0 cam'. Vim. IS tie°. -7-2w0v cAmot,A(64,640 el) Tut u9. r r } tut Om 444 W f4e ntotx .(t)tyvz.govi 9)\-i:e.tot itotlesSiS, 1Ok1L✓ S`A'11I,G1, kit06 . itV�ED FOR CODE COMPLIANCE �� AP NOV 13 2014: City of Tukwila BUILDING DIVISION (t)24, 8 xfi 6C011 lot 40s 11, • u:WOo Itta btu? mu, 4reis,51c.0 eat,. �lM 414b ' f- • .? NtInd Olt -4-e\ lvt9te.(14 Sim tiS 6 1 RECEIVED CITY OF TUKWILA OCT 2 7 2014, PERMIT CENTER til M '..ii ..._.. C> Z UI3 5(&)t SI��, U U1) 4011t V 42) REVIEWED -FOR CODE COMPLIANCE APPROVED' NOV 13 2014 City of Tukwila BUILDING DIVISION U%_..� jlb o .. to,t, I t) • e o (2) tt!x etio • 4Wis) 2 4UL ab nay 6 _s. t LI31t asp o- • vt Nur 3t 1 2 0 P 04 g4 - --ts---- x.--=-- 0 ...co. (1) 65! L=C)<< m N Z O to 0 -G2 RECEIVED CITY OF TUKWILA ^'SHEET'.• OCT 272014 PERMIT CENTER • 4 • qitock. Lige alroMoteWAVX.Wootif.W.~.~441Dattftf...1.1 .10•-; TRUSS ANP ROOF NGTEG: -0-1ALL 6ARRY MANUFAGTURERS STAlvF. SHALL f:E INSTALLEP AND ACEP PER MANTACTURERS SPE61F16ATIONS. -SHALL. NOT It E MEW ALTEREP WIT1-1OUT PRIOR PUILPINO PEPARTMENT ANP EN&INEERIN& APPROVAL -TICK 0/TRUSSES WITH MIN. OF 20 #i ti.r. AT 24" O.G. u.N.o. -AY ALL GIRDER TRUSS LOCATIONS PROVIDE FILL PEARINS MLITI-STIP 5UPPORT &IRPER TRUSS MPS ATTIC yEgriNe /1505, VENTINS ON 1/3042.— -vr..mrs useP ARE TYPIGAL (') 2" a 151K) N..06K6 AT OVE.R1-1AN6, e." a ROOF JACKS OR 6ONTINIAIS RIPVE VENT. SEE ROOF FRAMING PLAN. -ALL VENTINS PASE2 ON NET GLEAfZ.ANGE OF 75%. (0 %Ts Mfeluoor,.. ,114•AW:lf:115,6!!;11A=W4-4,11azgaiatiril t. SW1 _OM tIO'l JAt K,(149 akea 1111•Ma• . •6011.11.1.4... REVIEWED FOR ODE COMPLIANCE. APPROVED NOV 13 2014 City of Tukwila 't BUILDING DIVISION Oa/tem 4-0Attit Umx.% tow Crliitizo5e, tt* (Mk • • • •()tk otTorof if-gto .4, th" ed(Sq011, l'ex, 1\C„(lea'S (G"otik- • .',1\ctut,4Avouttalt CV te ME- ott( attaie tit( tkiik, IA061'0.0504 At*Uwt to) etairec e • ?AT Atte itn, (4;4lilokt CM* Ut • 410151 a-. Alti* toiti ,Aca. (Vt RECEIVED CITY OF TUKWILA OCT 2 7 2014 ERMIT CENTER uj 1- 171 uJ (5) 2 i R.,&) ei z 8 Tat Nik 'SHEET' 0\4% oto ofgauwa, 1111111111111111111111111111.11111MINIMINNIMMIt • • 3/4" CLR. 4'-0" MIN. TYPE "X" GWB 1 /3/4" CLR. 4'-0"; MIN. TYPE "X" GWB 999 rn w U SEE ELEVATIONS 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 X 1" 9fiAC" S DE OF W.B. TRUSS NAIL w/ 6d COOLERS 4 4 O.C. (EDGES & FIELD) —EXTEND UP TO ROOF SHEATHING, 1" MINERAL WOOL FIRE BLOCK CONT. AT CLG. MECH. FASTEN TO FRAMING 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 4"(OR EQUAL) APA RATED T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" O.C. ® EDGES & SOLID BLK'G 10" O.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING SUPPORTS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING tckL• ViktidSRMG flikAts u0 ttOucloc ill/0 Sac twils PAPAPET IS NOT REQUIRED WHEN THE ROOF IS COVERED WITH '"MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE MATERIALS OR APPROVED FIRE —RETARDANT —TREATED WOOD FOR A DISTANCE OF 4 FEET ,z (1219MM) ON EACH SIDE OF THE WALL OR WALLS, OR ONE LAYER OF i" (15.9MM) TYPE X GYPSUM BOARD IS INSTALLED DIRECTLY BENEATH THE ROOF DECKING OR SHEATHING FOR A DISTANCE OF 4 FEET (1219 4 , ON EAC-. >~. OF THE WALL OR WALLS. (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 RTY WALL SHALL COMPLY WI AND ELECTRICAL PENS ATIONS SHALL COMPLY kftg 1.e0. RIM JOISTS OR BEAM PER ENGINEERING (2) LAYER %"TYPE 'X' G.W.B. CEILING PENETRATIONS OF THE RATED PpARTY WALL SHALL COMPLY WITH f{'301.,JA AND ELECTRICAL PPEENETRATIONS SHALL COMPLY WITH R 4 i NON —COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d 0 16" 0.C. TO JOIST & (2) 16d EA. STUD Ye(OR EQUAL) APA RATED— T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" O.C. ® EDGES & SOLID BLK'G 10" O.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING 0 SUPPORTS NON —COMBUSTION FIRESTOP FIRMLY SECURED SHEAR WALL PER STRUCTURAL ENIG) E INGAIK SPACE 3x4 HF#2 STUDS i.+ 16" 0.C. 0 GROUND FLOOR OF 3 LEVEL BUILDING 4" CONC. SLAB FLOOR — OVER GRANULAR FILL 1 LAYER %" TYPE 'X' GWB EA. SIDE 1 LAYERS %" TYPE 'X' GWB EA. SIDE RIM JOISTS OR BEAM PER ENGINEERING ima • ao i 43/4" UL U305 Fire Rating STC Sound Test System Thickness Detailed Description Quick Description 00 x) undo fok„ Mo( t)e :T?Ao [MY 1/401.5 .A�tr USG Design Studio I UL U305 - Fir- "' esistant Assembly, Fire ••a'7i••"• `5w.���•�. `. ...s_ ail' ii•i"' +iYyt�'l. 1ho AL-TL11-173I CL5t,t 5/8" ted Assembly, Fire Gypsum Board - 5/8 in. thick gypsum board applied vertically or horizontally. • SHEETROCK Brand UltraLight Firecode X Gypsum Panels auks; eAckk u t..wi ro SC110 a1 tts awl. (UJIMP @ %%AO. ., kDJk[gat ttotat. ikZOU Ukk,4 ft (7•) 12;g1TArest) OftAs. (2) LAYER %" TYPE 'X' G.W.B. CEILING 1 LAYERS %" TYPE 'X' GWB EA. SIDE 1 LAYER %" TYPE 'X' GWB. EA. SIDE PENETRATIONS OF THE RATED ARTY WALL SHALL COMPLY WITH ZrAND ELECTRICAL NE ATIONS SHALL COMPLY WITH R�. ti 0 e e, A04.)ca. rileCuA27)( 00 iiiit 5tiA2 Wiit,U-' 70 k2-2E IMS16(1.0 td. NI-12v, Patog; 4 JoUJt Tort urUU mo fprio& tpziktiv. i(Vl �� e s.riolpoctio e& � ot- toy � - cAit' C 1 ' 07.3 ...when 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 or Floor/ceiling assemblies between dwelling units or 1 : 07.3 ...when tested in accordance with ASTM E 492. R WA LL5��tc -titt eigtw .} F� caw et -416 tArpi tuAtt, tttrkos fo& 5%2 Lacktioos �. ftl'ul Vh1i1s' 2x4 MUD SILL W/ fib" 0 A.B. 48" 0.C. P.56 FIRE MANUAL GYP SYSTEMS GA FILE WP 3370 1 LAYER %" "X" GWB APPLY PARALLEL/ OR RIGHT ANGLE TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART W/ 6d COATED NAILS, 174" LONG, 0.0915" SHANK, 4" HEADS, 7" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES, HORIZ. BRACING REQUIRED AT MID HEIGHT. (LOAD BEARING) 10" STEM WALL GYPSUM WAL One layer s/a' type X gypsum wallboard or angles to each side of double row of 2 x 4 apart with 6d coated nails, 17/8" long, 0.0915" s Joints staggered 16" on opposite sides. Horizontal bra SEARING) NOTE: STEPPED FOUNDATION WALLS 1 HR PARTY WALL WP 3370 ej@c o eterA t f 1W 16- Al . ARD, WOOD STUDS um veneer base applied parallel or at right' d studs 16" o.c. on separate plates k, 1/4" heads, 7" o.c. , required at mid height.AD- *P90 tkIl* tklsou, ( o Uot _.. . Valk c* t2 kits It ot cAt SCALE: 3/4" = 1'-0" X 013 b.1 kotivkal X X - Thickness: _...__-91/2" Approx. Weight 8 psf Fire Test . See WP 3805 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Test: Estimated TYP. (2 4-1 WALLS REVIEWED FOR ;ODE COMPLIANCE :.PPROVED NCV132014 City of Tukwila r'viLDING DIVISION wa Astii NOTCH TOP CHORD OF TRUSS TO ALLOW 2x4 OUTLOOK TO BE CONT. 2X4 OUTLOOKS 0 48" 0.C. (2) 16d GALV. EACH OUTLOOK 2X BARGE BOARD PER ELEV. 2X2 BLOCKING BETWEEN OUTLOOKS RAKE PLATE OR GABLE END TRUSS 16d TOENAIL ® 8" 0.C. OR A35 ® 16" 0.C. FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 24; STUDS 16" O.C. (R-21 INSUL.) 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—,1) (2) 16d NAILS FROM TRUSS TOP CHORD TO SWAY BRACE (4) 16d NAILS SWAY BRACE TO 22, BLOCKING A35F ® SWAY BRACE TO DBL. TOP PLATE SOLID BLOCKING AT EACH SWAY BRACE 8d 0 4" 0.C. SHEATHING TO BLOCK R-21 INSULATION PER W.S.E.C. 16D © 8" 0.C. SOLE PLATE NAILING EXCEPT AS NOTED ON SHEARWALL SCHEDULE FLOOR FRAMING GLUED, NAILED & INSUL. PER W.S.E.C. PER PLAN 6666664566666 FINISH PER ELEVATION/ 15# BLDG. PAPER OR AIR INFILTRATION BARRIER/ 7/16" OSB SHEATHING OR PER SHEARWALL SCHEDULE/ 2X6 STUDS 16" 0.C. 2x RIM JOIST PER PLAN R 30 INSULATION WITH 1" MIN. AIR SPACE 3/8" P.W. SOFFIT OR BETTER 1" CONT. NON— CORROSIVE VENT SCALE: 3/4" =1'-0" RAKE / E A VE DETAIL 12 NSEE PLA tht1R uPE 1/2" G.W.B. WHERE FRM'G ® 24" O.C. 1 /2" G.W.B. WHERE FRM'G ® 16" 0.C. (1) .SIMPS. H1 FRAMIN ANCHORS 0 24" O.C. (TYP ® EACH TRUSS) (2)2x6 TOP PLATES —LAP SPLICES 48" MIN. & NAIL w/ (10)16D TYPICAL ROOF SYSTEM: ROOFING PER PLAN / # 15 FELT 7/16" 0.S.B "OR" 1/2" APA RATED INSULATION BAFFLE (CARDBOARD) EXTEND 12" ABV. INSUL. 1" MIN. CLEAR AIRSPACE (3)8d 0 EACH TRUSS NAIL ROOF SHEATHING TO BLOCKING w/ ad NAILS 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" O.C. FIELD WALL CONST. PER PLAN OVER UNHEATED SPACE 80 RIM JOIST PER PLAN FLOOR JOISTS & CONSTRUCTION PER PLAN iFINISH PER ELEVATION / 115# BLDG. PAPER OR I AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB 2"x24" RIGID R-10 INSUL 6 MIL. BLACK V.B. kiegmg hgrilv tto Ifs. itt 4" MIN. GRANDULAR FILL FTG. TO REST ON UNDIST. SOIL w/ PSF BEARING MIN. SCALE: 3/4" = SEE ELEVATIONS FOR SIDING SPECS. OVER 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7/16" OSB SHEATHING PER SHEARWALL SCHEDULE / otE:. TmliA fk% ot• 0.1 fmkA fOL Watoltd kMOttd iengAgi 16 d 0 16" 0.C. OR SHEAR WALL SCHEDULE EDGE NAIL TO PLATE EDGE NAIL TO RIM JOINT RUN PLYWOOD SHEATHING FROM TOP PLATE CONT. OVER PLATES TO CENTER OF RIM JOIST ADD ADDITIONAL RIM JOIST WHEN FLOOR JOISTS ARE PARALLEL W/ EXTERIOR WALL FRAMING & FOUNDATION DIM. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. FINISH GRADE 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE FILL/WRAP w/ FILTER FABRIC EXT. WALL DETAIL SCALE: 3/4" = 1'-0" CANTILEVER DETAIL BEARING WALL PER PLAN EA. END JOINT & CORNER EMBED BOLTS 7" MiN. INTO CONC. 4" CONC. SLAB 8" MIN. 4" MIN. GRANDULAR FILL (2) #4 R/F BARS CONT. FTG. TO REST ON UNDIST. SOIL w/ PSF BEARING MIN. SCALE: 3/4" = 11-0" CONT. STRIP FOOTING DETAIL EXPANSION JOINT DRIVEWAY PAVING SLOPE AWAY FROM FND. WALL CONTINUOUS FOOTING 4" CONCRETE SLAB THICKENED 0 8" EDGE COMPACTED FILL RECEIVED CITY OF TUKWILA JERMIT CENTER STATE OF FOUND. © GARAGE DOOR 4 FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS 16" 0.C. R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB 4" MIN. GRANDULAR FILL 6 MIL. BLACK V.B. STEM WALL AND FTG. AS PER DETAILS ABOVE FOUND. SIZE AS PER FTG. TO REST ON UNDIST. BEARING 'MIN. FRAMING 8c FOUNDATION DIM. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. FINISH GRADE 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE 18" MIN.-48" FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. 2 -s OU1 clior <g=i- 4 s ~SHEET"-, (3) #4 EVENLY SPACEDTOP AND BOTTOM OF FOOTING 4" CONC. SLAB PER PLAN •� •. ,, • (3) #4 EVENLY SPACED TOP AND BOTTOM OF FOOTING 0 0 PLACE FLOOR JOISTS DIRECTLY ON TOP OF HEADER HEADER PER PLAN (1) HGLBA BEAM SEATS FOR FULL LENGTH HEADER #3 TIES 0 4" 0.C. FOR TOP & BOTTOM 18" OF CONC. WALL— THE BALANCE OF LENGTH 10" 0.C. tom. #6 DOWELS 0 12' 0.C. ALTERNATE SIDES FOR HOOK 10" f —0" 2ifMJ. eo� ftio‘o #4 0 12" 0.C. Ate. —TOP & BOTTOM 3,, --� CLEAR SCALE: NTS = 1'-0" GARAGECONC. WALL AT FRONT t0tm4N. (1)41 vta c etc, w0 3 tifertutsitse,9Ve.. Qtt-to tt ewa. 16d 0 6" 0.C. 046 Elvo tok tattafid 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 (1M'.: iN Liuoot & eiLocx)6 Ust 31taili7 ‘'ULL giStaidt - rd. 11) sp r SCALE: 3/4" = 1'-o"CONNECTION AT LOWER ROOF SW PER PLAN DBL STUDS ems. 10d ® 4" 0.C. MST PER PLAN (10) 16d NAILS WALL FRAMING PER PLAN z 0 4- 640 a Neu• cekx‘It 1,1PALf 1_1111111 FJuG kM:5 Sjp416Ep. • ••• •. 2 DBL PLATE AS REQ'D NAILING PER SHEARWALL SCHEDULE, TYP. JOINT OF SHEATHING CONT. ABOVE/ BELOW NO JOINT 0 PLATE TO RIM SHEARWALL PER PLAN KM (2) SIMP. = ONE EACH SIDE OF DBL JOIST OR BEAM PER PLAN SCALE: 3/4" =1'-0„ SW STRAPS AT CANT. 3/4" PLYWOOD w/.WEATHERPROOF MEMBRANE SLOPE 1/4" IN 1'-0" FOR DRAINAGE 2 X 4 CONT. TOP RAIL (CLEAR CEDAR BEVEL TO SHED RAIN) 2 X 2 CEDAR BALUSTERS SPACED TO PREVENT PASSAGE 0F 4" SPHERE 1 X 3 CONTINUOUS CEDAR — TOP & BOTT. 4 X 4 CLEAR CEDAR BOTTOM RAIL 5 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) r,. SCALE: NTS = 1'-0" DECK RAILING DETAIL 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 CONT. 2X BLK'G *WHEN FLOOR JOISTS ARE PARALLEL TO EXT. WALL PLACE (2) 2X AT EXT. WALL SIMPSON FASTENER PER SW SCHEDULE (A35 0 INT./ LTP4 ® EXT. WHEN INT. AND EXT. ISHEATING IS REQUIRED) SCALE: 3/4" = 1'—o"SHEAR TRANSFER DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION --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 SCALE: NTS = 1'—O" CANT DECK DETAIL 3 FLOOR JOIST OR BLK'G 2 JOIST BAYS FLOOR JOIST OR BLK'G SHEARWALL PER PLAN PLYWOOD SHEAR PANEL 16d NAILS FULL HEIGHT OF STUDS SAME SPACIN AS EDGE NAIL PER SW SCHEDULE 1'4 ®,e oc taw tft4TE FLOOR SHEATHING CO( fo-G. A35 CO 16" O.C. BLK'G/ JOIST TO TOP PLATE SCALE: 3/4" =1'-0" I N TE R I 0 R SW SECTION PLYWOOD ell-0CA) EDGE NAIL PER SW SCHEDULE DBL 2X STUDS SCALE: 3/4" = 1'-o"DBL STUDS © PANEL EDGE 3/4" PLYWOOD w/ WEATHERPROOF MEMBRANE SLOPE 1/4" IN 1'--0" FOR DRAINAGE DECK JOISTS SOLID 2X BLOCKING B/W JOISTS 4 6 REQ'D WHEN DECK SURFACE EXCEEDS 30" ABOVE FIN. GRADE 5663 EGI JO SCALE: NTS = 1'-0" CANT DECK SECTION 1 IN TON t'Lk (9(744114. 4tUPW `tt 2 4W BEARING WALLPER PLAN &IkkUe SCALE: 3/4" = 1'-0" 4" - MIN. GRANDULAR �u FILL (2) #4 R/F BARS CONT. FTG. TO REST ON UNDIST. SOIL w/ (;) PSF BEARING 1N. FOOTING DETAIL 2x P.T. MUD SILL w/ 5/8" DIA.x10" A.B. 0 36" 0.C. w `` 91fiWASHER 4-3/8 min. & 12" max. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. 4" CONC. SLAB -- 6 MIL. BLACK V. $ l0 flOtib Sft EXPANSION JOINT DRIVEWAY PAVING — SLOPE AWAY FROM FND. WALL • CONTINUOUS FOOTING ,w 4" CONCRETE SLAB THICKENED 0 8" EDGE COMPACTED FILL t tLI WIN. cat, bcYt1•FOUND. © GARAGE DOOR 8 SCALE: 3 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 2T" SCREWS 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER HEATER AND ACHORED TO THE WALL 4" = 1'—o"W.H. SEISMIC STRAPS a CD 4) z 0 Z L¢tl IY ).0" MIN/ m TREAD PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS w/ 4 OR MORE RISERS AS PER I.B.C. 1006.9 SCALE: 3 7 OPEN RAIL PICKETTES MAX. CLR. 3-15/16" PERK I.B.C. 509.3 1/2" G NNOTE: FIREBLOCKING REQUIRED ALONG STRINGER BETWEEN EACH STUD 2X4 SOLID FIREBLOCKING MIDPOINT OF EACH RUN & TOP/BOT. (3) 2X12 STRINGERS 6' 0.C. MAX. cn M A35 ® EA. SIDE OF EACH STRINGER 1/2" GWB 16d08"0.C. 2X4 THRUST BLOCK SOLID BLOCKING RECEIVE CITY OF TUK.WIL OCT 2 7 20Vt FRANI CENT EA 4" = 1'-o"STAIR SECTION . 10 H 1 O u --2 \,) 0 2 _v , [.t. A�3 4- & O z SHEET-