Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D14-0282 - BOULEVARD TOWNHOMES - NEW UNIT E
3OULEVARD TOWNHOMES UNITE 3726 SOUTHCENTER BLVD D14-0282 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 3726 SOUTHCENTER BLVD COMBOSFR PERMIT Project Name: BOULEVARD TOWNHOMES UNIT E Permit Number: D14-0282 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: 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 Address: 2310 128 AVE SE , BELLEVUE, WA, 98005 Phone: (206) 229-7001 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2079 SQ FT TOWNHOME WITH A 429 SQ FT ATTACHED GARAGE AND A 42 SQ FT COVERED DECK Project Valuation: $276,919.09 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Fees Collected: $9,354.01 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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 No Permit Center Authorized Signature: ,)2,11 Date: 1--30—(6-- I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree t• cnn itions attached to this permit. Signature: Print Name: Date:• ' j 3 a/ /S This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 5: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 6: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) (BOTH SIDES OF ACCESS ROAD TO BE MARKED FIRE LANE.) 7: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 8: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 9: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: This project was approved by the City's Board of Architectural Review or the. Department of Community Development Director and no changes are allowed without prior approval of the Planning Department, these include no changes to the exterior finishes of the building, landscaping (both design and plant species), site plan, and site finishes. If you wish to make any changes you must submit a written request along with a justification for the requested change and an explanation as to why the issue was not addressed as part of the design review process. 13: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 14: A soils inspection is required after amending the soil, but before any plants are installed 15: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 16: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 17: Schedule and attend a Preconstruction Meeting with the Planning Division (Jaimie Reavis, Project Planner) prior to start of work under this permit. To schedule, call (206) 431-3659. 18: Codes, covenants, and restrictions (CC&Rs) must be submitted for City review prior to final permit approval. The CC&Rs shall include language to require trash and recycling containers for each unit to be stored in each unit's garage, and a provision stating that no parking shall occur on the project site outside of garages. The CC&Rs shall also include information on how maintenance responsibility for shared areas will be divided to ensure the landscaping and courtyard will be maintained in good condition. The CC&Rs shall also spell out how lighting will be provided at uniform levels within the shared courtyard area and front door entry areas, and how landscape irrigation will be provided and paid for to ensure the plants are maintained in a healthy condition (i.e., how will the project ensure these areas remain lighted during nighttime hours, how will payment for lighting and landscape irrigation within common areas be shared among residents, etc.). 19: Per condition number 5 of the BAR -approved design review notice of decision, an accent color shall be used on the front door of this unit. The color shall be proposed to the Planning Division at or before the time of the inspection of exterior finishes. 20: An automatic irrigation system is required to be installed to serve all landscape areas within the Boulevard Townhomes project. Water conservation features such as moisture sensors with automatic rain shut-off devices, automatic timers, pressure regulating devices, backflow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property, non -irrigated areas and impervious surfaces. Landscaping and irrigation shall be installed and inspected prior to final permit approval. 21: The specific type of patterned pavement used to delineate the pedestrian pathway, to consist of a different color pavement, texture, and/or pattern shall be approved by the Planning Division prior to the start of work on the courtyard. Please provide information on the treatment that is proposed. Depending on the design of this area, a revision to the Public Works permit may be necessary. 22: ***PUBLIC WORKS PERMIT CONDITIONS*** 23: 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. 24: 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. 25: Any material spilled onto any street shall be cleaned up immediately. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 27: 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. 28: 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. 29: 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. 30: All double check valve assemblies shall be approved by the State Department of Health. 31: 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. 32: Since the townhome must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 33: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 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 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 0101 PRE -CONSTRUCTION 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 TL. 'ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:l/www.TukwilaWA.gov Combination Permit No. big " C})._43;, Project No.: Date Application Accepted: , f '4 If Date Application Expires: a'-� d'l� S� (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 2 King Co Assessor's Tax No.: O O L 3 000 I g 1 J Site Address: 1 �G Soy}hc.e(n-k-ee, b1�d C on 1+E.) %UKW, Ire} l,J>4 98/B8 PROPERTY OWNER Name: iqL1 sii-2- Address: 2 I 0 t 2 B R v `z, s t. City: g O j e vid2 State: td R Zip: 9,8005 CONTACT PERSON — person receiving all project communication Name: a (Y1 tux (. 7 ©O \ 1 Address: Hi 0 u pK.E. s. . S. City: K‘c\.(viLAA State: 0tA Zip: /5033 Phone: 2 O(e22g7o0J Fax: Email: 0tVI iacie_0t-,, (40h0Mes . co ,t. GENERAL CONTRACTOR INFORMATION Company Name: Address: -\ Zb City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: 20N totLIb -Tph4\SOi..) Architect Name: Z 0 0 -TO` -\ \ SO Address: 1 c1(0 D \ 2. �2a Au E. N 0 City: 5 „12..Lt t,.3 State: 0 R. Zip: i8 )17 Phone: Za0 j (o22 8 e Fax: Email: ENGINEER OF RECORD Company Name: gaa(at ous£+v N4!net ft_ Engineer Name: Address: Ig z i 7 Z ND A. k) £ S City: K State: 14 Zip: 7803 2 Phone: y23ZS/627C Fax: y2S2SJ979 2- Email: aSQdr-p%jar.7 hcvSen, e.owV LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: poll (e--V2el tail I-(Ovy.. Z.Le_ Address: /'� ` 6. p,�c. LLB City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Li345 Scope of work (please provide detailed information): Con s-hr U c-i- q n 44) -/oi c''ti h o rvk Q- DETAILED BUILDING 1NFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 39 (Q 1 r floor (� t� , U �1 2na floor Garage 54 carport ■ 'I 29 Deck — covered uncovered ■ 4 - Total square footage 2 5 50 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: r o 0 Value of mechanical work $ ISO U fuel type: g electric ❑ gas G7 furnace <100k btu Z appliance vent / ventilation fan connected to single duct 6 thermostat wood/gas stove i 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 11 lavatory (bathroom sink) 1 sink L water closet water heater (gas) I lawn sprinkler system gas piping outlets H:\Applications\Ponns-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INK. iIATION- Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑ ...Valley View ❑... R: nton ❑ ...Letter of sewer availability provided SEPTIC SYSTEM: ❑ .. On -site septic system — for on - SUBMITTED WITH APPLICAT ❑ .. Civil Plans (Maximum Pape ❑ .. Technical Information Report ❑ .. Bond ❑... Insurance PROPOSED ACTIVITIES (MA ❑ .. Right -Of -Way Use - Potential ❑ Side Sewer e ❑ .. Total Cut ❑ .. Total Fill .. Sanita ry ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control C C ❑ .. Permanent Water Meter Siz ❑ .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size ❑ .. Sewer Main Extension ❑ .. Renton Se. le is system, provide 2 copies of . current septic desi: ap .roved by Ki g County Health Department. ARK BOXES WHICH AP Y): 2" X 34") ainage) ❑ .. Geotechnical Repo ❑... Easement(s) ❑ .. Maintenance Agre BOXE THAT APPLY): sturbance ❑...Constr Yards c Yards ❑... A.. don Septic an ❑... Cur. Cut ❑... Pave -nt Cut ❑... Looped ' e Li " WO# " WO# 55 " WO# ction/Excavation ... Work In Flood Z Storm Drainage Public ❑ - or - Private ❑ ent(s) .Hold Harmless — (SAO) .Hold Harmless — (ROW) Right -of -Way...❑ or- Non Right -of -Way.. ❑ ..Trench Excavation ..Utility Undergrounding ..Backflow Prevention - re Protection I 'gation D • estic Water 55 ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Mailing Address: City Day Telephone: State Zip H:\Applications\Forms-Applications 0n Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — .'LICABLE TO ALL PERMITS IN THIS . 'LICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed - and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNE&OB AUTHORIZED AGENT: Signature: Print Name:'AerifP /J/'f zoo , Mailing Address: WO t /9/c E 577 S • ✓ Date: 8/2 d//,/ Day Telephone: 266 2. 2q 70 0 r /aid %?%t1 98033 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 8IW b . LLNI-40 4gS WO IT e PERMIT # —02 8 a (e 3724 Sour fcEN704 &W? ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water c? c> Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) /do 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $ /D o Use the following table to estimate the grading plan review fee. Use the ater of the excavation and fill volumes. QUANTITY -IN -CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1S' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for is.' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3 S° The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CORRECTION Lad 09.25.02 Last Revise RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 151 100 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 151 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 15 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (8) $ (9) $ BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent D. Water Meter — Water only* E. Water Meter — Temporary` * Refer to the Water Meter Fees in Bulletin Al Total A through E S 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 H. Transportation Mitigation I. Other Fees $ f Total A through I DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. (9) /3 88 (10) WATER METER FEE Permanent and Water Only Meters Size (inches) Iks,.tallation `�.,4 Cascade Water Alliance RCFC 01.01.2014-12.31.2614 Total Fee 0.75 $625 - $6005' $6630 1 $1125 ---- _ $15,012.50 $16,137.50 1.5 $2425 j t $30,025 $32,450 2 $2825 $48&;Q40 $50,865 3 $4425 / $96,0811 ,. $100,505 4 $7825 / $150,125 $157,950 6 $12525 7 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 9.5" $1,500 3 DAfin '1/./i 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 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 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 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $36,647.59 D14-0281 Address: 3730 SOUTHCENTER BLVD Apn: 0043000197 $7,234.84 PUBLIC WORKS $1,513.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $125.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $125.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $166.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.36 D14-0282 Address: 3726 SOUTHCENTER BLVD Apn: 0043000197 $7,415.64 DEVELOPMENT $2,986.60 PERMIT FEE R000.322.100.00.00 0.00 $2,982.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,463.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $100.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $100.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $176.16 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4391 R000.322.900.04.00 0.00 $176.16 $36,647.59 Date Paid: Friday, January 30, 2015 Paid By: SIAVOOSH PAZOOKI Pay Method: CHECK 9800 Printed: Friday, January 30, 2015 3:33 PM 3 of 3 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 I 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 INSPECTION RECORD Retain a copy with permit INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 11- Permit Inspection Request Line (206) 438-9350 P 4e�ct. )ielAgj llAV�Y-h i4 Tyke y� of Inspection,, l 011.1MJ6 •//tiA .. Address: -3726 S rrir ;rc aLut Date Called: Instructions: Date Wanted 3 /� �% 3 /1//7 a.m. p.m•Special p.m. Requester Phone No: gjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: AI) Date: 3 /9 7/ 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 - o28z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ` aUt t'1irt h iZ G' z Type of Inspection: MCCI4Ai Ot- ,.✓AL Address: 3726 S 1 3? & ✓. Date Called: Special Instructions: L Date Wante m Requeste : 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 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 big - ozez Project: T,o a of Inspection: p�' Address: 3 72& Sr ATICCAITEV e Date Called: Special Instructions: Y' IJjTr. Date Wante . 3 /y /'7 a.m p.m. Requeste : Phone No: t:J Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 4 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI9-bLgZ PERMIT NO. Project: 1310 Tr un ht'r►-yes Type of Inspection: -P 614 'lilt 4n4I Address: 37Z(� ► i Ar Wile,i Date Called: J ; /2) I Special Instructions: Date ante ) a.m. Req ester: f/li If - L vILi Phone No: ® Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: :I( it �VI �rb- Date: ;f3/►7 RINSPECTION 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 big-n87 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: 31J Tcc 4 rl Il v-i9, t.e5 Type of Inspection: V la itr ik11 Address: Ai, �1 L `K 35-at, ,iiv p, fr [, Date Called: 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. L Corrections required prior to approval. COMMENTS: C2 raw/active/is to(-e t-rvi'►ii. j o 171 twit W r w,sLI AI S . d t'2-, 4745. 6444 -Tlio.0 tit opt J4/. i? . h irI pp i Ivli4zt 1 e rfP/YVI !i' ' 1I ..“ YIopd J _ 40/ up I.4M"ct r'tr/uvitd Wiiint'- --PilS,v)r � writ -A. • Le / . it i rU Inspecto Vazfr1/14^-,‘1,414,04— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 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 P1�� 1'W l � /� ( GC. Type l \. tm 6 %of n' F f " i 1 Addr 37ess: Sd,�f` (✓ Date Called: - Special Instructions: Date Wanted: iZ-Z7 Mo �js p.m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: C.o t' c€--1(ect „L y coif rc fir 0. f Cad ( Rr- irtik i inspector: Date: 2.- )---1—(Z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit "'" PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188r (206) 431-3670 Permit Inspection Request Line (206) 438-9350 f t _ Pro ct: I1f-J� �v� ti >E Type f Ins eclion: . Rodt" --T--fAft.41 Address f , [1 G I �� Date Called: Special Instructions: Date Wanted: / - 2-7- /I a._ m. p.m. Requester: Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Gam-llec( bt Co IA C a [ fr t`-. (1/5 peC+ Date: Inspector: Y-t• , REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r 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 ((7y' i Prpject:. _/ Type of inspecti n:li t4( t 1r21, r isAide Date Called: Special Instructions: Date Wanted: 1)- .. --2 ✓ ( E p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cAut.c.61(€4 )4 co kj- vct <Jot - Inspector: kz_. Date:/�, �7 b REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IFIMINSPECTION RECORD Retain a copy with permit INzT''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 o vg2 Pr ect: /- sO WK �(0 jstilej Type of Ins ect'o (( V Address: 37�� iA 44,.c fr al tfd Date Called: Special Instructions: !f-M Date W ted: LL (t6 a.m. p.m. Requester: Phone No: Approved per applicable codes. t__J Corrections required prior to approval. COMMENTS: Inspector:Amm Date: 7////‘ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I 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 pc\Y\ Project: ct: //�� Wit Type of I spection: e Address:O 376fot- �c---f(f /. ate Ca � �J Special Instructions: /�,,VV(� /Ir-1 Date !i t a.m. p.m. Requester: Phone No: FApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto) Date: 2a� 1( REINSPECTION FEE REQUIRED. Prior to next inspec ion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ( INSPECTION RECORD Retain a copy with permit ECTION,NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro ect: Type Inspection: Address: 577A, SUS-d--k Cfv G(Jc Date Called: wit c Special Instructions: 'f ' Dat Wanted: �],I.��(� t a.m. p.m. Reauester:` a. GI Phon No: a6- zW _ 7 0 0 i IDApproved per applicable codes. Corrections required prior to approval. commENTsriouA ozri ock e\f" erouide3 69 4- <.6 r � yerIfytt( ft a it'd, fack tr�Fsf 6 « 14.4 eor( fr ,`d 0 t,e / tt eite- fr of ( 'r3 1 �,(d G g bear � @a'V '2Ji «bc ve t) ko Q ciedarti/cy 6 4'/ .--)L® 0.) ivd mud) Ill f/6 �I( fv"4,44-1 r e-4 a Cd' l� 51 so.itc ? -7clowv/5 emrT f, _sfeerq m01, F If, p6i'M tr) I/ '. kiAtS1 q eVr W ti 44(Kc(�ev id- . 1thu»-\)c4 )(3 Inspector: Kt,— Date _ / ` j6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ctt ( fv re,t tty r(m LI INSPECTION RECORD Retain a copy with permit N ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 WO) 2)27 Z Pro ect: T�yp e of Inspection: /u Addr ss: 31* .6tIthfrOir 6 616/ Date C led: Special Instructions: ,y /(f Date Wanted: v —1 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: ,+ ` / (.7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 011111 Retain a copy with permit CTION NO. bH-Q2© 2- 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: TOM(ko Type f Inspection: ch it P(�oJ A dress: Date Call Special Instructions: ifill Date Wanted: a.m. -- f r-i,‘ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i(.04 —Tv t,cd-- a c Pi V(dp c 0 •F, s p e_ fo �f j qc_ jc,r- S. �e - i a (C 51,r-- (kSrec2fiai Inspector: re______ -15-- 66 Date: j n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 Ply( -biz Project: � ✓� us Typ of Inspection: logh � t dress: Date Cal{�d: Special Instructions: 11-4 l Date Wanted• — Jb/ a.m. p.m. Requester:F Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date:,__(S� ( ; 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 ION NO. pity-67 z- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: TO w jet o ice-' " Type of Inspection: f (Kopf-- 1:4 `$ t-t,l 37svb Jo4kC* 6lidDaGtCadeti,, it -:I Speciai Instructions: 1- 1 Z_N6f er1 �r"1 O r. Date anted: s (� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r(/+ nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD i �fy-02. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431.3670 r0et.Jkt 1�611 4 1 Type of pef!/L Address: 377.6 J(14t Che 61tjCi Date Called: Special Instructions: 6/45—f.� Date Want d: --(� a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval, CO ` MENTS: Inspector: Date:5 ( UJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, �4 NSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206 431-3670 Permit Inspection Request Line (206) 438-9350 i 00 Project: Type lnsp ction . ,f-h-e_Ct+IAL( Address: 37?6 Svt,c 6(VC( Date Calte : ,y Special Instructions: ot Date W to •—' a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Dater_ t-(, /c REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. raniINSPECTION RECORD Retain a copy p with ermit P it( �° � 2 PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ct: ((-- (ALL Ala' S Type of Inspection: G4A.1 �J Address:`�7 -74 SG tA f kC' 6' 61\la D died: �J Special instructions: QDate l .. W t • 1 �. - 1,6 a.m.f' p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C<u(c-e Ilq Inspector: Date: _ W-1'6 L1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaIL to schedule reinspection. W.011 INSPECTION RECORD Retain a copy with permit INSPECTIN NO. p(cf--a3L PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 06) 43 3670 Permit Inspection Request Line (206) 438-9350 tot ((f ey( Project:T6q s- Type of In e��ctiqn: l Address: 37 4 v tkr-fr eta Date Called: ,7 Special Instructions: P',� Date Wanted: y-,�i (` C a.m. p.m. Requ ster: Phone No: ElApproved per applicable codes. Corrections required prior to approval. r-- COMMENTS: K° Skey t,( %a1-o IC , ��t/l o✓2 1`A(r ev ekc_qc va (( of r (ogre .)Lt€ s Jq f ( f & 1 h( hof C� -, erc) /( of �y(vt.'(f\t p,t r(a%e_s Cq(f fc.tc- liNe,ikOre-C-tsfo kl InspectorK-c___ Date:/2,6- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION)0%�_O F� Retain a copy with permit RECORD °F.RM T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj 4 • j Type f Insp ti Addr ss• 37 9C .014/ke/e er Cane i-,/ Special Instructions: Date Wanted: Y /� P.m. Requester: Phone No: Approved per applicable codes. I] Corrections required prior to approval. COMMENTS: kag 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 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 POroje t: u C_ 'a( /"Q.cldK_ k'<' Type of Ins ection: &` Sit (milat�[ ,/ Address: D to Ca Special Instructions: 31 PAI Date Wanted: r -- `"jg' f/ a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Vart-f (i)q 1 uji!, Fr(v-P 0 p (4 te ‘Je_t Inspector: Date:1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD pi Li 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 Pr "ect: VZVell®�ithines G%v®ram y f Ins ection: Z sw,f-t Addresr 6 % /— ate ailed: Y Special Instructions: ,n s�P /O,�. f�i/ " lit �p-i V 4_,-(/ / poti .. 44"Date Wanted: fe9A7 a.m` Requester: Phone No: t: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: frr 1 IL inspector: Date: ia/v//c. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: To Witt Gc�e/K� Type of Inspection: 5�c G� 4J Adds: 3.r1 7j,j Date all dl Special Instructions: � � f v cil 1`e r n �A I"!'1 Date Wanted: „ f� �� pp.m. m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: t/4 Inspector Date^' 7 Qf — rS 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 b 1L/-O2. 5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 206) 431-3670 Permit Inspection Request Line (206) 438-9350 a f l Q.6 Project: Type of Iqsp ctio ' Address: 372G 501.0 Ctj- Q(sd Date Called: Special Instructions: • itel4 Date "Me / -1 Z` ( a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPE ON NO. INSPECTION RECORD Retain a copy with permit Pf f-c z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ��/ �- kukt/4,�ra 1 °t..J6 �atv�'-S Type of Inspecti n: f ccrG'tjl i -> (c 9 Address: (�G1 37t6 f� Date Called: Special Instructions: ,/�� 1' Date Waited a.m. p.m. Requester: Phone No: ElApproved per applicable codes. J Corrections required prior to approval. COMMENTS: r- Witjer-5-(C& (AG C=Pc. , KS Ve,`, f( rC ( detbv` or.)0(Sel4 jcwaij U/d C) A'le- kA 0 61k-k kre,loar 69 ,k_ek-e..4 k1Qr c cq (I eoirkrvv-5(e,u1-( Inspector: k/c, Date:( (f p� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IINSPECTION RECORD ON Retain a copy with permit INS N NO. P/V-on2,, PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj a: 0 Type of Inspec ion: re 01 ' - 1 Pe /( ("S Add!ess: 3/2-4 Sot,c1-k* (id Date Called: Special Instructions: 4-A4 Date Wanted: 5 ' .2' ( — (3-- a.m. P.m, Requester: Pbone No: Approved per applicable codes. Corrections required prior to approval, OMMENTS: Inspector Date3 /5— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedute reinspection. INSPECTION RECORD Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd,, #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p of- 192-b?... Project: ra khx_ (to te-‘el Type,af Inspectioni (-:rOkk Ka Lao r tc_ ddress: / 57 Z'6' 3°V-if& Ctilt blti et Date Called: Special Instructions: A-444 Date Wanted:_ a.rn. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. MMENTS: 'irov(ctt ri'rt [otd1d( ,....,C......_ Inspector: Date:y...2.1g r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION Na PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project : rotatho ‘4":e--i. Type of Inspection c Fot-04 BePtY4frt 4-141 I Address: 3724cOtAt4C-It- BP*/ Date Called: Special Instructions: Litt& ?At Date Wanted: ,j.... a.m. —Z----7 P.m. RequeLL fc (C-C( 0 Phone No: 2,06 - - 700/ pproved per applicable codes. Corrections required prior to approval, COMMENTS: 0 Ins ctor Date: z REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 5outhcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , s "Fr/01-1.[ C t t-Z>1.4/(rt k0 Type cinspection: Address: 374 lo, cfr, g( vd Date Called: Special Instructions: ovi Date Wanted:_ (3._ a.m. , Requester: `Phone No: 7:4 Approved per applicable codes. EJCorrections required prior to approval, COMMENTS: r...„6„....." Inspector: Date:.3_16 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. 4frtit(1 momRetain a copy with permit INSPECTION RECORD INSPECT! 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 -omtt con..e/ Type of Ins eetion. Foo Address: 372-6 fo Or attic( Date Called: Special In LICtiOnS: Date Wanted: a.m. p.m. Reque ter: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: -r24 L kot• - (1.) ft V, t i ev'er fry f .1174. p4" p L, ct.c.4C caf-ro- tri,c(ki tiolcf ftt I , t u A 141 LA IC) I I,- oftrq Ovt rkee_t 13 criqv'f- ‘, t:t-A refr-detaIll ev,to A • cqt( iqur re_itty'r e u(1 Inspector:( —Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 or o zee. Project: 1 u LAM h01.4--( e-S Type ofinispection: Ire— cot -- Address: , sa el._ Date Called: Special Instructions: Date Wanted: a.m. p.m. erMA Request - Phone No:' 70 0 / Et...Approved per applicable codes. EJCorrections 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 INSPECTION NUMBER l6-5- as« - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: P Type of Inspection:i A-1- - Address: Suite #: .3�"2 S C 13z_vo Contact Person: /�l�Y�7 2_ Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S P2 l ,.i k 1 C?z- Ff,., , 9--- =e,"61 �,, /� 8 k'"Z -- j2,�.f . S t G t// G ✓A-( ✓E S , ,'f - ,QI b k_. i f- id0r(1 r1NIT-z_ /V&-F-) 7-6 P,4 7-z_fl Aati�„ ec_— , , I JONI &-- Sew- (iv/ �"'rL 1 S75 re.— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F ' 14 - Date: / /i 9 / VD Hrs.: 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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit T)►Gho 52. lA-_5-(2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: c btI -. WV) I Type of Inspection: S ce)Li-�s- /� o �,�� Loc Address: 3 7a b Suite #: S.C. 0/vp Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04 tier - c) 1( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I , t Date: ,/�„,)..//.., Hrs.: vI $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 0 r-1o' • 5 10 20 2U' EASEuerr --1 IN FAVOR OF PARCELS 'A', AND '8'• R>U_303.64 36' CUP N.297.79 6" CUP GATE VALVE 5.297.79 ' 12' CUP 5-297.79 12' CUP LOP RISFN.300.99 12' BOTTOM RISER CNP-295.64 6" ADS NE-292.79 FOUND 5/8 REBAR a CAP .0.46' WEST OF PROPERTY UNE • WATER 9066 POST FIE MAX' W/2 BOLLARDS 1644.3 12' CONC E-298.9E • 3011 4' CUP N.299.81 ROE-301.00 12' CUP N-297.87 12' CAIP S-297.87 1 R60.3001�35 1F I 8' PVC E-293.32 I 6" PVC V-293.40 1 1 8' PVC MC.293.60 1 3c 1 1 .re `. 1 1 I / NQE' .00' 3 r 2J�00' I 1 - L-W-I-•380.79'-W-- R61-306.73 36' CUP 5-298.03 12' CUP E-300.06 T.W.-308.0 B.W.-304.5 -30..0 B.W.-303.0 • APPARENT • PRESCRWTNE it 40 40 :.W.-302.0 1 1 11 2' 11 11 4 �I i L\ 014094(E. .9I. yhit0e. 300.000 lib • 9' f I s` (2) WATER VAULTS w/9A1840AE5 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 • .• R>Y.306.66 12' OAP E•300.53 12' CUP W.300.53 09 8' ADS W. 29 .4E - 299.42' 299.47' 9.75' 299. PPR��� Q'0195 6' PVC ROOF DRAW ' O 1.0E MN. UNrr, ` 104 FF.-301.5 TT ) .29. C S-295.70 I NEW 20'. WIDE CURB CDT ORTVEWAY NW 8'05* 107_00' CB IBN-304.22 12- CUP E.300.72 4' ADS W.302.52 4' ADS E-303.92.. PoA1.300.97 1 ' 6'.PVC S.299.21 1. 12' PVC S.206.21. . 1 6' PVC 11.299.26. 1" .12- PVC N.298.27 1 • ' 1 I' 1 tr�l III 15 if PERFORATED STUB OUT CONNECTION ` EX CURB AND GUTTER CB RN-23.95 =12' PVC NE-291.31 = 12' CUP 41.290.78 12' CUP E-290.51 TNG) ---------- MG) 3-1" DO . T1C/ SPTi1a9i WA1T3i /ETE iS W•9'F+r'RDil:'iFIICT4°I2.5• i5 'k WITH METER ,A- D ' 'r-' O)= I..1*-mA 5 adC4.4 .L ' .C..I.J.0, ,S 7-3e -Ay ``.. I .99 . y'61f�• d . R6/.295.31 12' PVC 541.292.61 12' PVC N.292.76 LP - Pt N•293.71 ' 4' PVC NE•293.71 T\IT 1261.293.52 8' PVC E.265.22 8' PVC w-283.32 e' PVC N-265.72 - 40 nRE W P92.15't7 CORRECTION LTR#- • I RECEIVED • AUG 012014 TuIWVII A PUBLIC WORKS 0 5 10 20 .:21118M11.. 20' EASEMENT ---1 IN FAVOR Of PARCELS 'A' AND 'IF . • SOW RI8.303.64 36" CMP N.297.79 8" CMP GATE VALVE 5.297.79 12' CLIP S.297.79 12' CMP TOP RISER,300.99 12' BOTTOM RISER CMP-295.64 ...as NE.209.79 FOUND 5/8 REBAR & CAP 0.46' WEST Of • PROPODY LINE WATER WRK POST PRE HYD. W/2 BOUARDS RIM. 12' CONC E.298. 6 4' CMP N.29/1131 CB RD1.301.00 12" CMP N.297.87 12' CMP S.297.87 SSMH RIM.301.35 B' PVC E-293.32 8' PVC W.293.40 8' PVC 448.293.60 .r1 I . 1 ' 311.59' FIRE I W/2 BOLLARDS ' I RIM.388.73 313" CMP S.298.03 12CMP E.300.06 APPARENT PRESCRIPTIVE NSW WATER VAULT •"""r— EX. 0 I I I amino"! r 238.00' ix I — • (2) WATER VAULTS W/MATAIOLES • 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 I SDMH 0\ (SD RIA1.596.611 c,gb 12' OAP E.300.53 , • 12' CUP W.300.53 00.Y .X0° 15PV\ . • • • " . Le's :A ; • ./ Tfl.:77* MEER FENCE Atittlatnt:111199' • ts4 5' Pm ss a, 2.05 • . • 914 iAft , . • 15 LP PERFORATED STUB OUT CONNECTION EU) VERIFY THErwG HORIZONTAL AND VERTICAL LOCATION OF Ia. SIDE SEWER 09 RIM.300.31 12' CMP 44.1587.66 12" CMP W.297.71 12' CMP E.296.99 299.67' 9.7 9,75' 29 290. V.: _41 4. 2 C2 .3:72‘)C5U.RBEWC012.WIDE T°DRP/AY TGJ9) "111 PER prTY YID • 0,00 •1 • ram) NEWc81YFE1. OVER EXIT PFE 511.4-297.44 IE-293.80 00.` .6F 15 15 PERFORATED ,. STUB OUT • CONNECTION ; • . EX. CURB AND CUTTER 12. RI14:22923.96 980 12' CMP 71.20011) 12' CMP E.280.51 RUED • R61.304.22 12' CMP E.300.72 4' ADS 61.302.52 4' ADS C.300.92 s•° AWING WAIL x • 4" . • • 11 • RIM.300.97 6' PVC 09498.21 12' PI.0 s.229.21 6' PVC N.299.26 12" PVC 9.299,27 , • SWOT R64.300.96 pVC N.297.07 6' PVC 5.286.99 z 0 0 CO CB F ROI.295.31 12' PVC SW.292.81 12' PVC N.29176 6' PVC N.293.71 • 4' PVC NE.29171 29MIORNEVI. AY saw RW.253.52 • . 6' PVC E.285.22 8. PVC W.285.32 • ITE PVC N.285.72 • • MUNE • • • L- — -.2g2,Dyk di. 17 • .r Rt5.417. v 41,,r i; 0.47; . . N 0 &AT- C r c,. V4 .41 V1474.41 • 4 0 pi 05 ‘4.5 4 gay \lie-vv ------ s • - - FIRE 8'192.15' tf REVIEWED FOR CODE COWOLIANCE ROY 1 3 2014 Cliy of BUILDING DIVISION 08 ).011, • CORRECTION • RECEIVED AU8 012014 TUKWILA PUBUC WORKS FCON-oo‘ I 02-9 2012 Washington Stale Ener ,y Ode I CC RECEIVED CITY OF TUKWILA AUG 262014 PERMIT CENTER T Applicant's name J',4t.- l N r N RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM �:,1:� select applicable item from options given or fill in blank Job type: New Building Occupancy: Single Family ❑ Heating fuel: Gas / Oil ❑ Heating system: Forced Air 0 Heat Pump ❑ ,(90N4 i1/4104A 01/44 New Conditioned sq. ft.= Addition 0 Remodel 0 Accessory Bldg 0 Duplex 0 Electric 13 Propane 0 Room Heaters ❑ Radiant 0 Existing System 0 Other: Total number of bedrooms in building: Other: Hydronic 0 Location of Heating Equipment Size (pg.4) choose option of compliance. < PLANS MUST REFLECT ALL OPTIONS CHOSEN > Prescriptive compliance: Zone 4 Marine (wood framed buildings) R402.1.1 Below Grade Wails° NOTE: Energy - . credit (EC) options may affect element values footnote a footnote b footnote c Target Values Proposed Values LOCATION OF WHOLE HOUSE FAN check box if fan is connected to 24-hr timer to operate (if box not checked, fan specified to run continuously) Fan sone < ' .0 or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Blower door test ©50 Pa max. rate:(Bldg Vol (ft3)x 5 ACH) / 80 min.= i01 cfm Energy Credit Options 2 limits max ACH Openingsa U-Values % floor area Unlimited EC option la EC option lb Vertical 0.30 Overhead 0.50 0.28 1 0.50 Ceiling Insulation attic vauitedb Wallsa Above Grade interior exterior Floors Btuh / KW Slab on grade R-49 or R-38 ADV m, R-38 nn EC option lc 0.25 0.50 a22 ] 0.50 R-49 ADV nn R-49 R-21 Int. R-21 Int.wl thermal break R-10 nn nr, R-30 R-38 nn R21+R4ci R21 +R5ci "" R-38 R21+R12ci R2J+R12ci R-38 R-10 R-10 Full openings includes all windows and doors. intermediate framing requires headers to be insulated. applicable only to single joist or rafter cavity, not scissor trusses R-21 equivalent may be R-15 interior rigid continuous insulation (cO, OR R-13 batt interior with R-5 rigid continuous insulation (ci). U-Factc" 1 TOtal Uir► Et�� tivalellt COmpllanCe (omplete sheets 3 and 4 for compliance) R-10 Full R10Full U-value Ceiling insulation Walls Below Grade Walls Slab on Vertical Overhead attic vaulted Above Grade interior exterior 941 eiff5 0.300 0.50 0.026 0.026 0.056 0.042 0.064 "9.C M 41Af APPIRovED I NOV 0. 3 2n14 , R CE WHOLE HOUSE VENTILATION SYSTEMS Check the "whole house ventilation system" that will be used 0 whole house ventilation using exhaust fans (FORM # VIAQ 2): IMC Section 403.8.6i City of Tukwila 0 whole house ventilation integrated with a forced -air system (FORM # ViAQ 3): IMC ( I�1SIQ4 ❑ 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 Utl Ut TI ',Mfi. SIZE: riC' cfm ij hrs / day (see pg. 5) AIR LEAKAGE 1 { k1i( Gott, Residential Construction Energy Compliance: Building heat loss calculations / Total UA Equivalent compliance Use common U-Values from Appendix A in WAC chapter 51-11C (listed on pg 6) or ASHRAE Handbook of Fundamentals Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3.5- Below Grade Wall Slab Below Grade Mulltiple slab / below *(provide additional shee average PROPOSED CODE ALLOWABLE Framing type? Adv i Sttd 1Int value* U-Vraltue Area UA J #60 ,c A- 10 r t ;. ± (. °CI 1..4C,. (t'0.0 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 galls (>7 ft) trade walls i to document .C4 *fit (4 Xi . 5 z , ". t. 41, 1. f value= ft. f value= ft. f value= ft. calculation of Total 'V}`/ `j average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: 15% fir area actual area U-Value Area UA 0.026 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft. 0.038 0.430 ft. 0.038 Total 0 option la: reduce 5% { option lb: reduce 15% [option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp raR Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) = Conditioned Volume (floor area X average floor height) _ Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Air Leakage Heat Load CV X 0.6 X Design Temperature Difference X .018 = Building Design Heat Load Air Leakage + Envelope Heat Load = Minimum Heating Equipment Output ,¢wilding Design Heat Load x 1.15 or 1.0 ( )_ 70 .L City: (Use 22 for Design default if outdoor design temperature is not known) (recommended outdoor design temperatures shown on •age 5 " C Average floor height = ft. other fuels electric Btu / Hour l t; t KW Convert Btu l hr to electric KW: Btu + 3413 94 Z'L Btu / Hour 4 '1 t C?) KW Btu 1 Hour I "it KW Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment OutputX 1.50 = 4-1 1 Btu / Hour -e {(i`ti KW KW ,.ram jp; 2012. Washington State Energy Code I IECC RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name 0 1-11; 'l~ t ,t t select applicable item from options given or fill in blank New Conditioned sq. ft.= Job type: New Building T Addition 0 Remodel ❑ Occupancy: Single Family 0 Accessory Bldg ❑ Duplex ❑ Heating fuel: Gas / Oil 0 Electric fa Propane 0 Heating system: Forced Air 0 Room Heaters ❑ Radiant 0 Heat Pump ❑ Existing System 0 Other: -v0p,4 rcutt¢ Viit. 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 > I` Ce' Zone 4 Marne (wood framed twildings) R402.1.1 ►2 NOTE: Energy - credit (EC) options may affect element values Btuh I KW rresc1ii.ouVe Louilip fan . Openingse U-Values Ceiling Insulation Wallsa Below Grade Walls` Floors Stab on grade % floor area Vertical Overhead attic vauttedb Above Grade interior exterior Unlimited 0.30 0.50 R-49 or R-38 ADV R-38 R-21 int. R-21 mt.wt thermal break R-10 R-30 R-10 EC option la 0.28 a 50 "" "" "" "" u" 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 iets headers to be insulated footnote a openings includes all windows and doors. intermediate f among naqu footnote b applicable only to single joist or rafter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous insulation (ci), OR R-13 bait interior with R-5 rigid continuous insulation (ci). Target Values Proposed Values 1 sheets 3 and 4 for compliance) u-r-d1rLU1 / 16JLQ1 Vn ...Mvai,ar.v.... —...r...�__ ____ ,-- , -- - Openings U-value Ceiling Insulation Walls Below Grade Walls Floors Slab on grade % floor area Vertical Overhead attic vaulted Above Grade interior exterior 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 0.029 0.54 WHOLE HOUSE VENTILATION SYSTEMS I Check the "whole house ventilation system" that will be used 'Z whole house ventilation using exhaust fans (FORM # 2): IMC Section 403.8.6 O 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 O whole house ventilation using a heat recovery ventilation system (FORM # ViAQ 5): iMC Section 403.8.9 0 Engineered "whole house ventilation system" designed in compliance with IMC Section 403.8.10 L) i `WI KMC. SIZE: i' cfm %check box if fan is connected to 24-hr timer to operate VI hrs 1 day (see pg. 5) (if box not checked, Fan specified to run continuously) Fan sone < .0 or inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Blower door test @50 Pe max. rate:(81dg Vol (ft3)x 5 ACH) / 60 min.= t ft01 cfm Energy Credit Options 2 limits max ACH LOCATION OF WHOLE HOUSE FAN AIR LEAKAGE j � bsaby CA-vtfi �, b, ttx) Pcot Uot. 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 t„�,�r>,+inn average PROPOSED CODE ALLOWABLE Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Slab on -Gras Below Grade W Slab 2-3 Below Grade Wall Slab 3.5. Below Grade Wall Slab Below Grade Mulltiple slab / below *(provide additional shee average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA o,vw,a.,..,, Framing type? Adv l Std l {nt value* ---- -- -'-_-- U-Value* Area UA CftY . 1 C s C' ! 1 �. - �; f'7f1j�",,.. . r2✓0 G f (lam/%.-7 t os. i J '7, ✓0 , otil 1497 t 41 7(:: to (length) alls (0-2 ft) .5 ft length s (2-3.5 ft) •7 ft length s (3.5-7 ft) .7 ft length fails (>7 ft) ]rade walls to document .021 Grt,: : ! ft. I t2, 4., 4L-, Z.t _ f value= ft. value= ft. ,f f value= ft. calculation of Total 9.)11, 7 value: U-Value Area UA 0.026 15% fir area actual area { 0.026 0.300 0.500 0.300 40.00 0.056 0.029 0.540 ft. 0.045 0.610 ft. 0.042 0.570 ft 0.038 0.430 ft. 0.038 Total option la: reduce 5% Doption lb: reduce 15% []option lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. indoor Design Temperature Outdoor Design Temp Townsh�end Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) = Conditioned Volume (floor area X average floor height) = Sum of UA (heat loss of bldg) Envelope Heat Load Sum of UA X Design Temperature Difference = Btu / Hour L I KW 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 City: f (Use 22 for Design default if outdoor design temperature is not known) UtC.(.,titL (recommended outdoor design temperatures shown on a• e 5 Average floor height = 11 A-1 electric r 'a11=-1 , other fuels 1� LD0 Convert Btu / hr to electric KW Btu = 3413 Stu / Hour Btu 1 Hour Buildina Design Heat Load x 1.15 or 1.0 ( )_ f Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment OutputX 1.50 = Btu / Hour 1 rite ft. 1 KW KW KW KW i l: -:k Ntt!f �:� ;F...L{tC't, Y ., .� k . .ji. 1.3; choose option of compliance: NOTE: Energy - credit (EC) options may affect element values • ;3 2012 Washington State Energy Code / IECC tV 0 RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE FORM Applicant's name SCAXI UAW i t? WI' tii\ i ``,, select applicable item from options given or fill in blank New Conditioned sq. ft.= i Job type: New Building Addition 0 Remodel 0 Occupancy: Single Family 0 Accessory Bldg 0 Duplex 0 Heating fuel: Gas / Oil 0 Electric Propane 0 Heating system: Forced Air 0 Room Heaters 0 Radiant 0 Hydronlc 0 Heat Pump ❑ Existing System 0 Other: Location of Heating Equipment Size (pg.4) < PLANS MUST REFLECT ALL OPTIONS CHOSEN > ?Nctuti (tE/2 , c441 1814 Calf 1( r89)1 moot -kiwi 4) (8-11-; ta31 Total number of bedrooms in building: Other: • Zone A. Marine framed buitdingsj R402.'i .1 Btuh / KW 1.--- rre5cripuve b.v11111.rilas ivy• Openings$ U-Values Ceiling Insulation Wallsa . Below Grade Walls` Slab on % Thor are Vertical Overhead attic vaultedb Above Grade interior exterior Floors grade R-49 or R-21 Int.wi Unlimited 0.30 0.50 R-38 ADV R-38 R-21 Int thermal break R-10 R-30 R-10 EC option le 0.28 0.50 "" " "" "" "" 1 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 wires headers to he insulated. ,_-____._.....c.....--,-- footnote a openings includes al! windows and doors. rmq footnote b applicable only to single joist or rafter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous Insulation (ci), OR R-13 batt interior with R-5 rigid continuous insulation (ci). Target Values Proposed Values 1 I AIR LEAKAGE ets 3 and 4 for compliance) UP•r ilLAAJI 1 1I MO! lark �ali.....u.m..ma, MY...r•a.••....v_ \--' r'— - footnote a openings includes al! windows and doors. rmq footnote b applicable only to single joist or rafter cavity, not scissor trusses footnote c R-21 equivalent may be R-15 interior rigid continuous Insulation (ci), OR R-13 batt interior with R-5 rigid continuous insulation (ci). Target Values Proposed Values 1 I AIR LEAKAGE ets 3 and 4 for compliance) UP•r ilLAAJI 1 1I MO! lark �ali.....u.m..ma, MY...r•a.••....v_ \--' r'— - Openings U-value Ceiling Insulation Walls Below Grade Walls Floors Slab on grade %floor area Vertical Overhead attic vaulted Above Grade interior exterior 15% 0.300 0.50 0.026 0.026 0.056 0.042 0.064 0.029 0.54 WHOLE HOUSE VENTILATION SYSTEMS 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 0 Engineered "whole house ventilation system"° designed in compliance with 1MC Section 403.8.10 LOCATION OF WHOLE HOUSE FAN UtlU' 4 ;- SIZE: rl%cf►n check 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 inline 4 ft from inlet. Components of the building thermal envelope as listed in TABLE R402.4.1.1 (pg. 7) shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) Blower door test @50 Pa max. rate:(Bldg Vol (ft3)x 5 ACH) / 60 min.= ilia)/ cfm Energy Credit Options 2 limits max ACH oat q114 Residential Construction Energy Compliance: Building heat foss 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 Insti}ation average PROPOSED CODE ALLOWABLE UA Attic Area Vaulted Ceiling Glazing Area Skylights Door Area Above Grade Walls Floor Area Stab on -Gras Below Grade W Slab 2-3. Below Grade Wall Slab 3.5 Below Grade Wall Slab Below Grade \A Mulltiple slab / below *(provide additional shee Fra9 type? Adv 1 sm r iM value* U-Value* Area UA `l-'. 4 . C -[ Y /`+ f ) r{... Ef1 . �} e. +-: j4 1)�^� . OA 1 ,€_ a .... .l f1 0 ' OBI ' 1 5t917, le (length) as (0-2 ft) ,5 ft length s (2-3.5 ft) `7 ft length s (3.5-7 ft) .7 ft length falls (>7 ft) grade walls s to document • GI- i ( Lft. f value= ft. f value= ft. f value= ft. calculation of Total '"I _ ,� /.. t average U-value if multiple framing configurations) NOTE: Energy Credit Options 1 require adjustment to Code Allowable UA value: 15% fir area actual area { U-Value Area 0.026 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 • Total ® option la: reduce 5% (]option lb: reduce 15% l]opfion lc: reduce 30% Residential Heating System Sizing Estimation Heating and cooling systems for residential projects shall be sized in accordance with ACCA Manual S or equiv. Indoor Design Temperature Outdoor Design Temp Ta �nippand ie Design Temperature Difference = (Indoor - Outdoor Design Temp) Conditioned Floor Area (ft2) Conditioned Volume (floor area X average Boor 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 Building Design Heat Load x 1.15 or 1.0 ( )= 70 City: I `tUlC(,Uo (Use 22 for Design default if outdoor design temperature is not known) _ recommended outdoor design temperatures shown on • a • e 5 Average floor height = other fuels ft. electric Btu / Hour 1(11A. Convert btu /hr to electric KW: Btu + 3413 Stu/Hour 1 KW KW Btu / Hour I 2 KW Btu / Hour Use 1.15 if ducts are located in unconditioned space: Building Design Heat Load X 1.15 Use 1.0 if ducts are located in conditioned space: Building Design Heat Load X 1.0 Maximum Heating Equipment Output Minimum Heating Equipment OutputX 1.50 = Si.i f ltr;i �`�` :'t it+;; 1'� :'.E:a. :`,1 _t :i;f �i♦ M'i i i.0 t KW Btu / Hour 1 KW Residential Construction Energy Compliance: ENERGY CREDIT OPTION DESCRIPTiONS:Choose option(s) for total points equal to minimum required for building size: Addtn sq.ft.< 750 or Bldg sq.ft.< 1500= 0.5 pt.; sq.ft.> 5000= 2.5 pts.; all others=1.5 pts. J la (0.5 pt) Efficient Building Envelop4 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 1c (2.0 pts) Efficient Building Envelope lc: Table R402.1.1 Prescriptive compliance with openings U = 0.22, walls R-21 plus R-12 c.i., floor R-38, slabs R-10 perimeter and under entire slab, and R-49 advanced frame ceilings and vaulted areas, OR Total UA Equivalent compliance with Target UA reduced by 30%. (2.0 pts) J 2a (0.5 pt) Air leakage Control and Efficient Ventilation 2a: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 4.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with high efficiency fan not interlocked with furnace ventilation system. (0.5 pt) J 2b (1.0 pt) Air leakage Control and Efficient Ventilation 2b: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 2.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.70. (1.0 pt) J 2c (1.5 pts) Air leakage Control and Efficient Ventilation2c: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 1.5 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.85. (1.5 pts) J 3a (0.5 pt) High Efficiency HVAC Equipment 3a: Gas, propane, or oil -fired fumace or boiler with minimum AFUE of 95% Plans shall specify heating equipment type, size, and minimum efficiency. (0.5 pt) J 3b (1.0 pt) High Efficiency HVAC Equipment 3b: Air -source heat pump with minimum HSPF of 8.5. Plans shall specify heating equipment type, size, and minimum efficiency. (1.0 pt) J 3c (2.0 pts) High Efficiency HVAC Equipment 3c: Closed -loop ground source heat pump with minimum COP of 3.3 OR open -loop water source heat pump with COP of 3.6. Plans shall specify heating equipment type, size, and J 3d (1.0 pt) High Efficiency HVAC Equipment 3d: Where primary space heating system is zonal electric heating, a ductless heat pump system shall be installed to provide heating to at least one zone. (1.0 pt) ,J 4 (1.0 pt) High Efficiency HVAC Distribution: All heating and cooling components installed inside conditioned space. All combustion equipment shall be direct vent or sealed combustion. No system components installed in crawlspace. No electric resistance heat permitted. Direct combustion heating equipment with AFUE >80%. Plans shall show equipment type and location of all equipment and ductwork. (1.0 pt) 1 6a (0.5 pt) Efficient Water Heating 6a: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested 5b (1.5 pts) Efficient Water Heating 5b: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating will provide rated minimum savings of 85 therms or 2000 kWh bsed on Solar rating and Certification Corp (SRCC) Annual Performance of OG-300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with EF > 2.0. OR Water heated by ground source heat pump with COP >3.3 (1.5 pts) J 6 (0.5 - 3 pts; Renewable Electric Energy: for each 1200 kWh of electrical generation provided annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: = Solar electric systems: design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculator PVWATTs. Solar access documentation to be included. = Wind generation projects: design 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. i \IN( t)ISPUiitit 1) 6.1\tit I)t \1\ Residential Construction Energy Compliance: Recommended Outdoor Design Temperatures ! i 211 1, 1' i If, - j 24 i 17 20 20 • 10 ) . ._ . + __.__._ a. . .. ..1 't- i .1 ' 24 ! 23 .. 22 4 it. I J `%' 24 i 24 23 „ 1 t) . 1 1 e. 1 ..1--- ..",261, • I+ I - 10 in i R 10 `NI t .1,4.s't'i t1 Ut I1117)1)H p! `.FI,S •I I %tt•):R t i t k),, ! 1) 0 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 S 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. 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% ( 1 hr every 4 hrs; 6 hrs / day) 4 ❑ 33% ( 1 hr 20 min every 4 hrs; 8 hrs / day) 3 ❑ 50% ( 2 hrs every 4 hrs; 12 hrs / day) 2 ■ 66% ( 2 hrs 40 min every 4 hrs; 16hrs /day) 1.5 _ ■ 75% (3 hrs every 4 hrs; 18 hrs / day) 1.3 P� 100% ( continuously operating) 1.0 %eMY\ • r tiq Residential Construction Energy Compliance: . AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1 COMPONENT CRITERIAa ;, Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Cavity insulation installation - All cavities in the thermal envelope shall be filled with insulation. The density of the insulation shall be at the manufacturers' product recommendation and said density shall be maintained for all volume of each cavity. Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in the cavity due to services, blocking, bracing or other obstruction exists, the batt product will be cut to fit the remaining depth of the cavity. Where the batt is cut around obstructions, loose fill insulation shall be placed to fill any surface or concealed voids, and at the manufacturers' specified density. Where faced batt is used, the installation tabs must be stapled to the face of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs. insulation that upon installation readily conforms to available space shall be installed filling the entire cavity and within the manufacturers' density recommendation. Ceiling/attic Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier sealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. Batt insulation installed in attic roof assemblies may be compressed at exterior wall lines to allow for required attic ventilation. Walls, Windows, skylights and doors Comers and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and top of exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists shall be insulated and include the air barrier. Floors (including above- garage and cantilevered) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or compression. Narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting drywall.Recessed light factures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls. There shall be no voids or gaps or compression where cut to fit. Insulation that readily conforms to available space shall extend behind piping and wiring. Shower and/or tub Exterior walls adjacent to showers or tubs shall be insulated and air barrier installed separating showers and tubs from wall. Electrical/phone box Air barrier shall be installed behind electrical or communication boxes on exterior wall or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors. footnote a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5663 �AI IERED TECT RE ' L J :0 `OW "i \O ivit,.. ' t ( ill RONALUOHNSON ATEINGTON , I.l.+ I ;G, : jy�� gyp+ �fj e�y �+/j�[`� a � t st W VL + (.1. "� + 'Pith i wi 1/ a V f ! 1 (0'1 t M.= 2(S7 K tt-/' - ; 1,JC ' ,§(0 61-cip0. -truP-7.0Attik v 62./ ; i'2- f� z_c K (11li.0 c jlu , t.c/151 r '-(N1- PCs ik- w] 1C12ou- Dart C.z = t (vet- 1,tc1-145 . f ;1( tic - <1 144° 51 or, ii1p1J) -bu fc,t lust [tt L Sam- (r it zior-j_)0 142:is' qziakfit q.)24( tkAL 16-0 : '.IS - u . te:AC x. (,S/tom I•Ic = 11(uZ ,°`__ J4j1;tr; 2 1 C° Et). r.. Zo11It/ ' 10 (kL CuiTiolo (t`a.G. , �2 - 234) s . Duatittu rrocoi.ifi • S StAiwr C upe,, rc40.4 o NOW U& it 4)u1 �'17 000 t ItK L2 ` � Q - , 4Z Fl /A, 3. '140 L' ZY10 8(cpi0J,C 06t Ccbs R . tow 40K M.s` = erg, 172o wt-itsb 30N 4, �(14-, \/--; iti‘o 0 CK$) �I S IUt (ALL a (4, tom, K l i$1 (4o1/&(. xvi 40 ct x 10 = 40014. 'flat) f - 5t0 fg( • ML c v//c0 (2)Si N 1020 K l.0(fib - lbru? USA 4,(,v . b `( spimJ 0 Ing &polo 4/ (1,0(+ ` t 11 kkait' (►Slt ZO + I (eirw . w cam. lb Nk,- 1111 k c%Ko y 4arw3 USt, +x (4. ` ' 4 gmtt Silou ()Nit `t?v-, j Dms 6 v i t of t o s �1. ft4. 40 x l b.� E& 0 /t . V 0 , \ sphO K. s�.rd,. � k :320f e ` T 260 al, vo(osk f-,--10-0 1► itch it5o(5(01:'Uw410. 'i. (54 .. &(AV(4h1 Offererrtoo Cum W&U (a ivl. Orr �'�,5 (40 .• Au, 8b . 40 f K (3 ` = 5Zo' tt M Vito 4otc. 'Mkt 1� - �4�'�cl• r. um4. l4 tt. / (4" • `7 04.0. . (01Cp10 0110, -Cow *401. M ' ,o K(2/050 ^ 4/(133 U 4 to, 1:210 tcb = 2S(Iv! 5440, ru- (a0Cti7taa €) 'tot( X tit = ,600hk v_ (oBoo - 'lz k 144 k = ,4z eihoo .4 (4W 4or .t2' _ 4 oree t� u tao n (6050 - O% CI) Z7440, . '4 e��a• ov,t� wut09, Lt4v9 4a 5 140. M - c (p) ego l3r�►� 4oe,6 (,'`s-D (o(ut (jsc- 4st. " c,b Mt otx.. uoit. t9(urdb font, ttzow V' tic)31 t X %/no 4z (N 1..404(/-61 Wit," ett0,1‘, et 0,0* • 61)(0‘ cqt5D UCC, 6121 twi,V1-, us eKtf141 , 2ii il. f 4o't+(t ' '.- 4b4 ao'a• oi-, _ (02o q7 1-i , AIM = ic U“, 4Kto ` 2OUL tawmt. G. (Stet. tV( Nok, (7A4c. d u pryra. 'Ait6( (wt.( l,t (stio rth , L . - l$? `0, , 101(n ivi(4)ut. 16 ei, x (tc/St) LZr077 30. �- fOX 11,c + /14 .f 4t . t( Inoro, OSt4 (o, 6Fikof fkiaxtdoar t;sufaNto Nomitt Ow- ELt:o re.0146, 4.8 -WI Alcc plc c/4zt U 5Y4 , ter,. q' telt'•��// -tin �51q"w �a`ci-v&.G. k • (13J+ (Cc I: 4/ is & �� 2•7 I(' I( `.1- Oktn /toot' tut 4�4 t. Sop. v N!, = g g tv 4tr i4 • � = (¶ `'_ 1.2' 40 CPe . f-)ouLk-okt&w 14- t)*( NoW Vitt, tb.Zc f bde (Aim 40)c, 1'LS = StfOt 1 iAt 2oYi +ao 9 'rum. 4o +c 2 = gist. . co lc 1(,5 = s-7t. M. = 46 of 54, N C(t 1( 12Z:tbl 2 I4 est. 6 4 2 at, by, . (,/$v. ehoutit 401c k (7/bgo &um ry Sow- L)tt ((Ay ektt.mc,, time.. /6,z F M 17036/ 44014. t1ft t �c fS /t' ( ¢ ro) AL,/,,,,,,dieg;,t,v. 4/17 t,/-1/. 65-'Lo taw t to d . oc, 6 Kto, 500 e 9 tf,.5 (t46� c�g5o = ZI 1 u '3Zc ', Vr ei7cK(. /o - (OcuZ 0%463. _f Cap (11S` :59,/(1. (Au. 8cf7o • trO Co 2d f f � (70Y frOd two quo f( rd. 4{,.G�. 20‘ sfkti G fiEbipt, go. taitoeO)%,..611= l e. LL lion tt-0 8 y 1,t64a f z7.0-1 n Cfu U� Z v K tici t t4 r ` I% (oYz 61- i r• 4 l ' `14u‘c1/ 44 C t.. cs- Xi (PC + NI, : 460417: 513ct {CIO knt t11. t . 4, ( . 6fitto eteltw &Ji fir t E ,46. (t'). (, $f4U, ;of ct wc5 tcbd . (t15 tt`t I/6( ! 4:1 x tiCi(Cts glut ts6 4 A3, WMA COVIL, ellnAte, (14/aDVA) (trj x(,S/t0C - (ojfN M,: 05f. , . .tkott Wira, Vit et too '? v 1c= S. ? tc (6s/f'5zi- (l('tog 2 IA- itatof 6 eAuge4d. At\ TO. Loro. SDK. b(r 4cef 1(00- 6 s MI 11)10 Kg( /951i=%As ' (Eh =6$ `((,JC,Luu). -1R 0. 1/271O s V / i5t = (4(0; Qct5 C2) 2.k.ft i 5 ag,,ett. fis. ut . 87CD I 2l 68 n k 2650o f&.4 5,7 (to 10/7 10 , ritS 675' 0 t, ( 6760. ((0 6-1 eptgatav -t&Avdt. et?i,t C Vtft, M • Ea. 57, Si. kc/b - r (1(1:z 'cs k eb / (fl z i_. M,7711on - 2t©o x(q s e Mc ).1 itoa- tilkoc out .019100il at,. aR 1 U,tu, O (J warty 664% 4ot. low 40 tug so4 0: t7075( 4o )c 1i20 4.. -wow lz4au , 5o w t z 5ut. 695.cts, told trio oboo 'eta() tin 1'ircU rsu. 6.i.c,t„0 Luc firth, ahLittio, ffix. 14.-tscro. ziA(..4, 0140 0 • fah-k r. Or (kJ tbt= a US6 (*) 21c(t. -51K � = 75046t. ` 22)¢4 xci .oW:” Use 4 (''s \1- ($?C t,l,S l51)=I1 bl 1_.; �:. B0 211,80 V6'Bn =t90 ouurume ` wfrt (h\G Iriitv oat fu. midi ti 16 .0 r- Oat. /¢kf cc...0. t8 spiwe W 02Voho t. oo ,. U =1 (,o ‹.(.</(6C-= (. (1r )Z UCH ' to 4.(aq it 619. ti ..61,o, c(oN (ar Aso& ,f9) r- koirt- 116;/?;) 0 tc( '3((u 6f,)att., i6ki, 40 x,i1 t 1) 4-80 f'a t 1CDF, , = Zo tl M 7 1A° u/ Tb r- 171(143 � ` tS100 (iC (g ` l60417 (n5 4acK rAt‘o tm (Pitt, (C 6 600 9), Ibtxx. 1 `t amkonitS �7Z1.0 s, l54` TUNA LA 5663 RONALD STATE OF HNSON INGTON brtait!WOstIto ( % cs c i C(Itittle) .vri4bb. et t2 c ebi .. 2'/f = .4G fiS = Zf', (/bo) (,sz -' 'SE) . rib W + gwo. r rroa. Arntvfiokir l`t..2(41&L (wt ft - "1 eit ciut Pto 2 5twct. OA to 9411, kifgAtt e o • 1 14(2,4 ;. f- MA CC. to?Cr‘ Y.tn70 $ : 4- tad . K(11-071)05.S) ctnuc t. (6 osU -I- 51.80 = VZ50 utIf S'trwt u�►�tk Mu- ' if' wok tor X 1 u ct. f LOtEt. f `K;/ di 1,S) I ^/ 61110 &2 �r _ t 4- S A' A� i . c4.A . t��s� Alt 4 1O(t (11C,1:17f-54' 9ito $`77S tittu ! 4Si cA (004 x . 119 tb too (NW C+tstr StIaltt, ant. iUo&ii UNtt itwecap. e\Dar itd6sc. [NI, x 102.1-5 : t la�cf, (4\, -3; )(2?) t 5%o -t- '22160 = f °j` zo Ufttx, ttaA, IUtic(. 10(5e k, 86ost -t- toC`'1x33fk.i.S $boo f 14—z (6bs Pki l f 14AC(• I5NK. q9, sg -t- 10 (l'Ic 11 x tic) 1510.0 -1- tio,c y 11` C z r. S(g Noart + catik oak S(t Lk 5t1 r- Cure. 4o bOtNt) Q, o Ott" ksith4 1041 to etr e CUktdi - QVb73c. AM?''1 T� UCg *1tct rtL 6 t4- 4 c6 (,LYue taw. 1-".16t A I4.* V. tOM1N, 6. t©,g . .. t0M'N 4``%St st,c' r. 40 ((0. to?). Zoe. 51b + !too t ((24 -r '1O O u . leO -I- 2/0 ti4o 230$ lz4027. 10 -f 243 S-- S Coik42 to' (-Noe : A c * ij 101+UN , 6601 e9 10Nir-. ' ('. 40 4c l't `fir s '•7b 49) 741 6/0- Z lzc up- ton no 14ko 2000 = 4240. �o k tb f---=7 Limo thkIW aMO /NAL' )gyptkbaltii omit 4 colv omit Nil eft 117 ' (eut 1ta GUI SM(C 660- l►J E t clo°. SIB» UI� u. �i�tc I fi44 tig N15 Olt S . A • '2-va i c Ln 463170 2415= l 19?5 0• fi: 241c tO74 • bLon71 f (»J 2th5 -; 10 2t7-7 M3/410 t(sto ql_4124. NOM UAL brixos �z 4t : ` %( -4-4t 5 AEU 4r v L.wa 11 4 3c 11 = kL3 /ff. 0 hot Ctutwit. AI'€. Z¢Isy to Li /4t5y., (7 t 21M-k4t= ` b4 L, fat- 4pn1'4. WAIL, 13A4Af + totalek. . IDK. LO .; turf( (,. 92e1,4d.x, t�f R (?(s" xi/ L2to $ j - (vo -210.s ..r�.,. Use M5tC w(6s-teal. oo' otk, L ? 2 ,y 4321 22` 'Z0 7'1 . 0t 2C5AL1 xq =. 22 ;2'1$5 Act 446 --L6A, gA2it-4. door# Oa_ t (mow !, - 22' (0 45 l 22` . •/(14 4 . 0 fi= 2415 X, 25 -k 2124 611-i. *. "0- 0i14 What StmtW 1t oN t tt514.v. 645i fxdtguiu lbwOomtc 154"-' Ste- Uitiv,der 4710 1060s w , 55 etpps Uutct ur.t ' vtgv 12/ r0 . k 21(bt(ti v(ovf-',. 04,at act um,L c 2S' ue Z(V3ox4S c3.b7 l743c ti 26/.14- 17 SCitt (f-s/.. 14.14. Z iJrb tA, i(0E z n laca klr w. . (nc 3 Kos = 9)31 = 1 4 cl-'-+ • lfk) A40 = 60b. T UuAik L = c� 4- a Ott 2c►(v) () --1614 x4/ lb" '5 (17 tukk r- b( 4 S6 ib; r 0.t. jgtb iCt1 + t 11 tb' : 4023` 0 t 21110 11kl44 t1-7+-0S : $t O tp wig c OA& 1' 5302 = 61' = fi. 't.lib , 21 + 40I92+14?Kk=r '. lcber! 4 Ilia ehtle‘lim,e act coda, tumi (616tdt. teAd Q rtA . isok)1 L- 5 ( 4.: to, mob S . 'tnnn As Noatt ( Nit; 4t9)0 + z 24( tNty 0,ott.44 44 L t to' 24 tS toy %flYr(. at Visa /i T-64 o.f kft t C(uh cot. O tbf( cohtt. ( Vt(S �= 631.1 SU) t 10 too ÷2; m e -t vt i s t1 r 45,a,* 'l'' t 4�3c D t IDS 7 ft g5uilf itsvi (1 7'ti ett1 sfs Ott 4 % t1 *- itZ4 )c' , 11 (goo 63R.,7 r z q(2, tefs31,0,0 61514. AAA wic Gz19?' /€1 Jtc( ©tt 24m±c2' f 2.l ( l — 1 ("L o oft-$ 4 5our.visat7 aiatotr. lr90 MAD cdUnL WO. ; rF' We = 5ISSZtki ~ 2Cttio4- INtn UX5t tuku. L (�' e2.Rit (s` ., (' 5%t1. 9rt. Viuox, is l;ch . LAst Uiku. L i` s 16 4(Olzt vat,. U i (e) toorO O .9)c 1( {- 4- 2.4/11,040 4%0 ilita COWL. z (Z' 4c60: t1(4,- r/t ot 29t6,c 11 + l 4 1 17(! 728Z Oa LAC, 20' wIOd 'b 4f01,4 9,441,0001440 tothtmoc so a tow 1,64926 so mild. i . uc f ex 1410 L8 IOW) )41,(k-- Wac 2!•4*49o0 as 62,4 t calk L =I� � 2 C5`-STC at zoo 1 fit% LE Victio l6GUkkom c e100 6iudQ• tia4lti ata, Etita As ; Olt akt (s S((t L ., v•Dtitli Clot Uc o (uttboLS UNtt, 2254t (Loet1k (mit iiks /A ct Mu' 4' i{Ltot. Sts 1t uu‘i, 2[ (o st. oa Lou fukat t4 I b 4 gisit4u, WO oat 4 ;. Not (,-ems oar, cetckuu \J = • ( tort+ Out ic,rr k qzcIt lotct&‘)<,mio,s (Igir 4-740 /54,5 mz.412.-44( tiqa-t(tOkAka. tOr 4tV3 -r LQ `fi+x ll;) 14480 31-=9)4' Oa Fthold pfc. tofst K 199.1- loCq(g.14-1Y 3) 0 Zoosx.i8`irg8.24, /vtMiss(' s Z06r rIis LLJ tA Coo .} () S -- S (4 i (vg D46ms' -) to 640, tauiu, &w w 011* %kit)S) t''' tJ. , A ti i 6 toot.), & t o, f e19 lomi N. a: 2, 5 24., z f if). t 40 I- So + lot f_ 20) �, tJelio 0 lt7.3Z `too �6 bt, co v o lfo 2?att �• qo ZsqNM bx). - 4 t 41-46 lad, 'NUL4A ' t61LWUt rl 6), Stiukaitt0tood. 140K,64 wit it(In to ti..)) Watt c) 6\gruic) 2tt12- (441`) (a" 'L7f16s IMita sl 6 r (PAW i.w 27 2706 310. . fscal. D,` 2Z©6�,3/ = Z10 - s (s sromv 115 c4 4( WALU rkiltJ . L t = 1,5254' I,ub ctac cuaw{, v-/4646u c 41,$c 0,44 Wt L £ 22» 421( 4-Vet.: 14/1-21,%. & ,t S706 s .Lit 1525 =q2�` , '115 *. OUfti UAL. L 25' LUAU. L 1,6' 44-1qdo th' = 1110 t`- t o.t 2106 �c, 2 + I92 (7 fi Oise S 2 .0=.14a5‘, 0- = l 8�5` r 512C-b' —47t.. WOO N%S 1!(t a ►d golAvtliptilt trt *per. to&1, (1,61 22bw ; ((.S tst. SGU I 22bg ./d V /i(CE 1;-i SS( t)Jku. k f f !Gu &o-f- /US( 0 r: 4c1U) 5 Maublxv. Z072 `•+ 2 - 4 W c u. I. - to 4341- co 7-4 34 2,U1K 1?+ 207Zc„1`,• 10 Sill 1k (Atik off . (vtL, 9.2(( Yds tuhus tb-i a Ut4rt I etukt . wcLA L Nj' DD1lzatoLW, 12?$04 - NS +4- i Wisik U, R6141itt • ticttc : (o64- e O( nt o low, Vtu, f J tom 4 V1411441C' Ott 0 f?' 67ida +151-- /24,11‹./s-± 2az )c 17 + 1,f6Sk B b) ' Mob UIJ(tic 'fit 4 tIgutv, ( W) , 5412 A. = i6 2lobx,€/ w Z76 M�z �1 �. Cr► a 30co 2 l c-Lc° t 210444Cuotti_ + 66. 23 f — 17 t- Sti?itVklatf tuku, nt (57,15( t12 om = t 0fi 2 0 x27 I. iSi5+u7 4'651a t13 ca t& t = 110 010 ��- 1-0 52"ik WMV. �--10 %twotiLValk. 61• 154 Sifat Gnu, *sty wow, °MI i- f C (Na Cts s' (./4 ) tot ftai Cm 4.53t,u' 2 2Zb it a Low Wk-u, 12' 2 269 '. t z Molt Ot. 220)G (�t3` OM' L _ 2Z61 o k. 2i69 )c, 5(4 4c2W IA") FIAL Wkv 4iit4 = 2 = 2072° f t26414 43441 tint Luku. (' 434( -<6 = ?'4 /Lf(. aJ Zbgk, 1- Z72K 9 ' " /S3? M$t t t C Gmo 7�) i&tuA, Ls. a4 AIL 111 4$4-1+11 ie/A. o,t. .661Thio %` toy 1-73$0 2 = (g6s4 + 4 4i a � it64- t t o 1660 etik.YA tolls G giros wifuu, sr-Q tkarrr• 4.t =-15' trio. 6 zoo l 3 � fi/ete( act 2'Z69 xc Zs + 2o7zx. t/ + 1 s-6,S ; I ` = 9 G. w• . mow/ `r * 1;4 es f‘A) coop O t or Mu. 5wch,oc, U t4t��6� L t'i,-Z, = Z70b4 fijfA 21 063o4, J 2�(to Ice/q L Z � Li. UAL .,. W ' 2'706 Zb C iOlgt, Ott. '006 x bit/0 13'1iSr 0,t. Wt. athart, 4A10 3oca ic'Le + 7706 4Z3c eAti wry ow, L' aco` i-Z3( ; 23(• 15?)s o, , Z1C&xi/ -tL�ZSx i ; Z C fi c6UN 104), L t'(Z, c( 4-Z (;12;� /2/2711Y1t, o et it/o6 x ri- iris , q =12., 4 7 h•• &ow Ftik . (Dv Pin z &5ff c. 4c/7,0 10-00ILL2 41 a<t, Z7 x2S-r ISZsg-(7 t6nc&, zo 415s- 9W(It (, 2 3 4' tl` 214 r1. 'Vivo uLUA ., tow. 54K 0.Mik eqgf(2&) S'eumi lioctitt ttirc4 tU(Ndo (i/ . ` 6 icito 453$ -2 e 2 k UWkuG IZ' 'z?�� (z' l S` ZzoK8ff2 T (S(1,' act w&t, tic tz6/ zsetrd 0t.2iki `8/) 'tZ6 gitui L 4l /1- - Z - 2 12 a ZZ g " 4 31' 4 Liu (- (z 1 4-9.,4-1: ' sya. Oft 226lx(72o71- q-��,' =44oz (t act Latt1 c !( Sui$ 641)69 locriv 371 "2-- t ; Wt.(t' WM& L w 8,?5' blob ; 8,?S 0 ,*. 2T 9 x' 1 + o7t 1-086511- •8 7s =137 t 4� � r act wkik to' f 6W6 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 23, 2016 Amir Pazooki Blvd Townhomes LLC 2310 128 Ave SE Bellevue, WA 98005 RE: Request for Application Extension #1 Permit Number D14-0282 Dear Mr. Pazooki, This letter is in response to your written request for an extension to Application Number D14-0282. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through July 2, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, kOnitd vn Rachelle Ripley j Permit Technician File: Permit No. D14-0282 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Request of Extension for Boulevard Town Homes Unit E Permit No. D14-0282 December 9, 2016 3726 Southcenter Blvd Tukwila, WA 98188 In Response to your December 1, 2016 letter, I am requesting an extension of permit number D14-0282 for the Boulevard Town Homes Project. The project has been under on -going construction and is in the final stages of completion. However, under unforeseen circumstances we may need extra time to complete this project. Therefore, I would like to request an additional 180 days extension for this project. Please review and let me know if you should have any questions or additional information to process this request. Thank you for your assistance in this matter. Request for Extension # 1 Current Expiration Date: IN ('1 Extension Request: !, 4 Approved for / D U days Denied (provide explanation) Signature/Initials Cc: Ali Sadr, Barghausen Consulting Engineers, Inc. Omied Pazooki, Oryan Homes, LLC. Respectfully, Amir Pazooki Managing Member Boulevard Town Homes, LLC RECEIVED CITY OF TUKWILA DEC 12 2016 PERMIT CENTER City of Tukwila Department of Community Development 12/1/2016 OMIED PAZOOKI 270 VASHON AVE RENTON, WA 98059 RE: Permit No. D14-0282 BOULEVARD TOWNHOMES UNIT E 3726 SOUTHCENTER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/2/2017. 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 1/2/2017, 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, ac elle Riple Permit Technician File No: D14-0282 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 To ci,h/t/Ac_6_.1-vAL C 71)04-1, 9g oe-5-clk, P RECEIVED CITY OF TUKWILA MAR 01 2016 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. D14-0282 BOULEVARD TOWNHOMES UNIT E Dear OMIED PAZOOKI: Jim Haggerton, Mayor Jack Pace, Director Permit application D14-0282 for the work proposed BOULEVARD TOWNHOMES UNIT E at 3726 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 : D14-0282 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CORRECTION LTR#� October 22, 2014 RE: Reply to Correction letter #1 For Units A-E Building Department: 1. Footing and roof drainage pipes are shown in the plan details. However, the site plan does not show a designed footing or roof -drain discharge system. Provide additional plan details to identify a footing drain and roof water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be,separate from the roof drain system. Provide dimensions and location for the drainage pit or indicate if connected to the storm sewers and coordinated with public works. Please refer to the attached sheet C4 for the roof and footing drain design. 2. Mechanical code note on the coversheet references to 09 mechanical codes. Code references shall refer to current with 2012 codes. This is for information only for future plan submittals to ensure all code notes and designs are current. Ok 3. Footing detail #11 on sheet 14 specifies R-10 insulation and providing a thermal break. Provide more specific information for the thermal break specifying the type of materials and method for installation. Also provide clarification for the handwritten notes "HEATED SITE" or is it "SIDE"? More specified information for the thermal break and installation has been added to the footing detail #11 on sheet 14. It is "HEATED SIDE': 4. Detail #1 on sheet 13 shows the R-10 insulation under the slab. The insulation shall extend to the top of the slab creating a thermal break. One option would be to place a pressure treated 2x at the top of the slab above the upturn of the insulation. Revise detail to provide a thermal break method. A note to Detail #1 on sheet 13 has been added to create a thermal break 5. Provide a method for the party wall construction and inspection sequence where both sides of the party walls are constructed in a way to allow for inspections of each side for shear wall fastening, GYP board fastening, joint fire tapping arid_ CEIVEO inspections for fireblocking. CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER 11-1-02-8 2 Notes on sheet 13 have been added to address construction sequence in or for inspections of sheer wall fastening, GYP board fastening, joint fire tapping and fireblocking. 6. I could not find the 1hr-wall rating that is listed in the party wall detail for verification. (STC54-GYP PRODUCTS, TEST #TL77.149). I did find the WP 3370. Provide the source of that detail rating for verification. Please see sheet 13 for proposal section A 7. All documents, each plan sheet including landscape sheets produced by an engineer and/or architect shall be stamped or signed by the design professional of those sheets. Electronic stamp is acceptable. Provide all plan sets with each sheet stamped by the design professional in charge. All sheets that were not stamped and signed are attached and stamped and signed 8. Where the party wall is constructed with a Yz inch airspace, the concern is potential for moisture condensation buildup between those wall cavities. Also the plan does not clearly show a detail for flashing between the two buildings or how the wall and roof gap is flashed or enclosed to prevent moisture intrusion. Provide specifications for preventing of moisture in the cavity spaces. Also, specify proposed type of vapor barrier and perm rating for the exterior walls. (WSEC C104.2.1.1). A note on sheet 13 has been added to use PVA paint on heated side of party walls to stop moisture penetration. The roof at the step in buildings is built with full roof truss support with lower roof up and over. Therefore intrusion from above is not a concern (see elevations). Exterior wall detail on sheet 13 shows 15# felt. See note on sheet 13 for perm rating .1 or less. 9. The code reference for penetrations on the party wall detail indicates section 317. The references for penetrations are in section R302.4. This is also true for other code references shown in foundation anchorage. Revise all notes and code references to comply with current IBC and IRC building codes. The Notes and Code references have been revised. PLANNING DEPARTMENT 1. Several conditions were placed on this project by the Board of Architectural Review (see attached Notice of Decision). The first condition of approval was for the specific type of pattern pavement used to delineate the pedestrian pathway to be determined administratively as part of the construction permit. Please provide information on the treatment that will be used. A different color pavement, texture, and/or pattern should be used to differentiate this area from the rest of the courtyard. Depending on the design of this area, a revision to the public works permit may be necessary. Please refer to sheet C4 for proposed pavement. As required, project proposed to use porous concrete for the access road and delineate the pedestrian pad with colored stamped concrete. The color and pattern have not yet been chosen but will be submitted for administrative approval before installed. 2. Provide information on how lighting within common areas will be maintained at night at uniform levels, per the second condition of the BAR - approved design review. This will be achieved through individual night/day sensors within each unit The sensors will be independent from one and other but the fixtures will be the same. 3. It appears from floor plan drawings that additional windows have been added to the design of the second story of unit D. Revise the east elevation of unit D (sheet 5 of 14) to show the location and design (i.e. trim, multi -pane details, etc) of the additional windows. A note to the added window has been added to sheet 5. 4. An automatic irrigation system is required to be installed to serve all landscape areas within the Boulevard Townhomes project. Water conservation features such as moisture sensors with automatic rain shut-off devices, automatic timers, pressure regulating devices, back flow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray adjacent property, non -irrigated areas and impervious surfaces. Landscape and irrigation shall be installed and inspected prior to final permit approval. Each unit will have an independent automatic irrigation system with water conservation features to serve the landscape in accordance with the landscape plan. PW DEPARTMENT 1. Infrastructure for the proposed townhomes was submitted under a separate public works permit PW 14-0064. Since each permit stands on its own please submit civil site plan sheet C4 for reference together with May 15, 2014 geo-technical report. As requested sheet C4 has been added to the resubmittal. 2. Provide construction cost estimate for water service from the backflow to the building and from the storm drainage stub to the building. Enter these amounts on page 1 of the attached public works bulletin A-2. As requested, these amounts have been added on PW bulletin A-2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME BWWb . p ,JPR01te5 Ltk) i i PERMIT # —02- 62 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water i` 4i © o Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the e excavation and fill volumes. o- --UANTITY 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 is.' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 , 100,000, $269.75 for 1s1 PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 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, whR CEIVED attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee.C1TY OF TUKWILA CORRECTION LTR# Approved 09.25.02 Last Revised 01/01/14 bLHLo8Z OCT 2 7 2014 PERMIT CENTER City of Tukwila Department of Community Development October 08, 2014 OMIED PAZOOKI 410 LAKE ST S, STE 3 KIRKLAND, WA 98033 RE: Correction Letter # 1 COMBOSFR Permit Application Number D14-0282 BOULEVARD TOWNHOMES UNIT E - 3726 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'/2" 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 C4 together with May 15, 2014 geotechnical report as reference only. 2. Provide construction cost estimate for: a. water service from the backflow to the building, b. storm drainage service from the stub to the building. Enter these amounts on page 1 of PW bulletin A-2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, A, AA enni er Marshall er Technician File No. D14-0282 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0282 DATE: 10/27/14 PROJECT NAME: BOULEVARD TOWNHOMES, UNIT E SITE ADDRESS: 3726 SOUTHCENTER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division VbfiCilorfs\ACI Fire Prevention Structural Planning Division Permit Coordinator 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: cA\ ciceA , fC 0 11‘b) Approved with Conditions Denied (ie: Zoning Issues) eC,W6 MI i AI 11 I it° DUE DATE: 11/27/14 x REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0282 DATE: 08/26/14 PROJECT NAME: BOULEVARD TOWNHOMES UNIT E SITE ADDRESS: 3726 SOUTHCENTER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 4 Cdyr O'e-II Building Division 111 S Cam/ c 4Ok Public Works 111 ATA 4W(' CkISN't F're Prevention II Structural n U tid u1, (L( Planning Division IN Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n 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 NI( Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / /2q f41 Plan Check/Permit Number: D 14-0282 ❑ 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 E Project Address: 3726 Southcenter Blvd Contact Person: Z)(' F3 ZCX (1 Phone Number: 2O ,2 Z' Teo/ Summary of Revision: ll t c p'f.e c.4 , �� tom - . r( 4-- RECEIVED aITV OFTUKWILA 061114' f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1J--Entered in TRAKiT on lG-y7% (1 C:\Users\jennifer-m\Desktopaevision Submittal Form.doc Revised: May 2011 BRAVO CONST & DEMOLITION T LC Page 1 of 2 Horne track) E n Espanol Contact Search L&I ::taus A-% Index Help My Secure L&T Safety Claims & Insurance Workplace Rights Trades & Licensing BRAVO CONST & DEMOLITION LLC Owner or tradesperson BRAVO, JOSE ARTURO Principals BRAVO, JOSE ARTURO, PARTNER/MEMBER BRAVO-MENDOZA, JOSE CARLOS, PARTNER/MEMBER BRAVO-MENDOZA, JOSE CARLOS, AGENT Doing business as BRAVO CONST & DEMOLITION LLC WA UBI No. 603 272 990 PO BOX 39 LYNNWOOD, WA98046 425-361-1212 SNOHOMISH County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..._................................................._.............. Meets current requirements. License specialties GENERAL License no. BRAVOCD875DM Effective — expiration 03/14/2013— 03/14/2015 Bond ._........_.... American Contractors Indem CO Bond account no. 100163092 $12,000.00 Received by L&I Effective date 03/14/2013 02/25/2013 Expiration date Until Canceled Insurance .............................. Nevada Capital Ins Co Policy no. 77npp4010629 $1,000,000.00 Received by L&I Effective date 02/27/2014 02/22/2014 Expiration date 02/22/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .................. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........................................................ https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603272990&LIC=BRAVOCD875DM&SAW= 01/30/2015 A A Al A PLA 5 1"=10' 10 20 PLANNING: APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD r, pproved By: V1C 20' EASEMENT - -� IN FAVOR OF PARCELS 'A' AND 'B' CB RIM=304.08 8' ADS SW=302.74 SDMH RIM=303.64 36" CMP N=297.79 8" CMP GATE VALVE S=297.79 12' CMP S=297.79 12" CMP TOP RISER=300.99 12" BOTTOM RISER CMP=295.84 8" ADS NE=299.79 WATER MARK POST FIRE HYD: W/2 BOLLARDS CB RIM=300.81 12" CONC E=298.66 4" CMP N=299.81 a 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 SEPARATE 17 .�;.�`„ T `IL-Qtj;F E FOR: i ❑ mechanical ❑ Electrical ❑ Plumbing ❑ Gas Piping of Tu!.i.'ila FOUND 5/8 REBAR & CAP 0.46' WEST OF PROPERTY LINE you WATER METER 92 I 30111,74' �0,05 i� 1 • x 301.63 `� Ix 3A .10'4 x 300.6 0.73'` i 5. D4 311.59' ��9 FIRE HYD. W/2 BOLLARDS T.W.=308.0 B.W.=304.5 c) PROPOSED 4" PVC FOOTING DRAIN eG T.W.=306.0 B.W.=303.0 19' APPARENT PRESCRIPTIVE ROW WATER / VAULT l NSF 1�7'49"W 23 .00' SDMH -so9�ry RIM=308.68 SDMH x 12" CMP E=300.53 RIM=308.73 12" CMP W=300.53 36" CMP S=298.03 12" CMP E=300.08 x $46 ° `v go9�'1 P POSED 4" PVC IFOOTING DRAIN 6 x L VA NE 1/4 OF THE SW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E W.N. CITY OF TUKWILA, STATE OF WASHINGTON `St ,f A cn 11 11 1 1 I B: CO 1 11 11 EX. DRIVEWAY (2) WATER VAULTS W/MANHOLES o' _ T.W.=306.0 - - 19`TEL RISER 9OD FENCE 301.00 6" PVC ROOF DRAIN ® 1.0% MIN. UNITX �,°3� 104 F.F.=301.5 300.9 6"PVC SS©2.0% MAIL BOXES CB RIM=300.31 12" CMP N=297.66 12" CMP W=297.71 12" CMP E=296.99 TCUG) a118'a5"w 103. 302.4 TCUG) =29 3.30 CM S=295.70 I NEW 20' WIDE CURB COT DRIVEWAY PER CITY STD. 1$4TH _w_ _ EXISTING BUILDING POWER PANEL NEW STAMPED CONCRETE PEDESTRIAN PAD NEW POROUS 41IT ssco 102 F.F.=301.5 6" PVC ROOF DRAIN 1.0% MIN. 301.40 300 50 sSCO tk300.40 UNIT 101 F.F.=300.5 300.50 NEW CB TYPE RIM=298.04 IE=295.0 8105"W 103.00' 4 PG) 0 0 N Td 15 LF PERFOI STUB OUT CO 300.2 EXIST. LUMINAIRE EX. CURB AND GUTTER NEW CB TYPE 1 I OVER EX. 12' PIPE RIM=297.44 IE=293.80 TED NECTION a a CB RIM=293.96 ----12" PVC NE=291.31 -- 12" CMP W=290.76 12" CMP E=290.51 TCUG) TCUG) 0 S0'53'57"W 100.00' CB RIM=304.22 12" CMP E=300.72 4" ADS W=302.52 4" ADS E=300.92 qll / x RETAINING WALL 00.97' Of3 1` , 9/1-.A__,,_,4 __.___ . 3 ti9 ,L9x CB RIM=300.97 6" PVC S=299.21 12" PVC S=298.21 6" PVC N=299.26 12" PVC N=298.27 SSMH RIM=300.99 8" PVC N=297.07 8" PVC S=296.99 ti g0°6 x 178 0-ON-1700 EXISTING GRADE N. lur RIM=295.31 12" PVC SW=292.81 ,tif 12" PVC N=292.76 x 6" PVC N=293.71 4" PVC NE=293.71 x 2931 EXDRIVEWAY T G) SSMH RIM=293.52 8" PVC E=285.22 8" PVC W=285.32 8' PVC N=285.72 FOGLINE REVISIONS No chances shall be made to the scope of work without prior approval of ;..:!(!•,Gila Building Division. r quire a rew:ww plan submittal 17:T., . ., . ' ' t:'ion I plf� n • t , 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: IL By: 10' MAX. 4' HIGH WALL PROPOSED GRADE PROPOSED 4" PVC FOOTING DRAIN • 4:1 SECTION A -A WALL CROSS SECTION A J m 03 /�% 0 (Qn n. a. 0 0 z ,tcZ J a. /W V 2 cc J BOULEVARD TOWN HOMES PROPOSED BUILDING EVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 C_ OA- BUILDtIN e D VISION RETAINING WALLS,µ.... Building permit required when: a) Wall height exceeds 4 feet from bottom of footing, b) Wall retains a surcharge horizontally within 4 feet of the wall, c) The site contains or is adjacent to a sensitive area, including steep slopes, as defined in TMC 18.45. When a building permit is required: 1) Design by a Washington licensed professional engineer required for following walls over 4 feet with a surcharge: .. a) Concrete retaining wall. b) Modular block or masonry wall. c) Stone/rockeries wall. Planning Departments additional requirements: a) Exposed wall is greater than 3' high. (TMC 18.06.800) b) Wall will be located on the property line or on adjacent property. (TMC 18.06.800) NOTE: 1. ALL UTILITIES SUCH AS POWER, GAS, AND TELECOMMUNICATION SHALL BE UNDERGROUND 2. COORDINATE WITH PSE TO SERVICE THE PROJECT FOR POWER, AND COMCAST FOR COMMUNICATION. . 6" pert pipe 11/2" 4 3/4" washed rock FILE COPY Permit No. DIOV2,17- 11Plan review approval is subject to errors and omission x �0ti. Approval of construction documents does not authoriz of approved OOF DRAIN Field e or ordinance. Recei�t'ERFORATED PIPE SECTION dgeT TO SCALE - -�-292747/it - - City of Tukwila BUILDING DIVISION FIRE HYY92.15'r:f CORRECTION LTR# i ErVED 6C1', a.0 201k TUKWILA Ptil4LIC WORKS RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER ui 0 U z 0 4) 0 N .c V 0 O L a CL di 18215 72ND AVENUE SOUTH Q Lt_ N r` cfloo N N N N Job Number to 0 in II 0 0 Date/Time:8/15/2014 4:56 PM E rn a co r • L's 0 E a O oo r) O O O 0 r 10 20 4 41f • I /--- • �II 11UG) —1=1W _ _ L W 4 'I. TCUG> tW1E TCUG PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 15. TCUG) r -- W 1 1 L w PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 15 15 T G) 7 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 w --- 15 i PERIMETER LANDSCAPE TYPE I TREES REQUIRED PROPOSED ONE PER 30 LF 3 3 SHRUBS ONE PER 7 LF 14 14 11 TCUG) —29 30 N L LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS TREES: • CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 2" CAL. B & B AS SHOWN 3 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' L 1 i PINUS MONTICOLA / 6' — 7' HT. AS SHOWN 2 STAKE & GUY ONE GROWING SEASON; NURSERY WESTERN WHITE PINE B & B GROWN, UN —CUT LEADER ) p PYRUS CALLERYANA CAPITAL' / 2" CAL AS SHOWN 6 STAKE & GUY ONE GROWING SEASON; NURSERY CAPITAL ORNOMENTAL PEAR B & B GROWN FOR STREET TREE USE, BRANCHED AT 6' 1441111111111111 ZELKOVA SERRATA 'GREEN VASE' / 2" CAL. AS SHOWN 2 STAKE & GUY ONE GROWING SEASON; NURSERY GREEN VASE ZELKOVA B & B GROWN FOR STREET TREE USE, BRANCHED AT 6' SHRUBS: 0 ABEUA GRANDIFLORA 'EDWARD GOUCHER' / PINK ABEUA 18" — 21" 3' 0.C. 14 FULL AND BUSHY ARBUTUS UNEDO 'COMPACTA' / 18" — 21" 4' 0.C. 15 FULL AND BUSHY COMPACT STRAWBERRY TREE 0 CISTUS HYBRIDUS / 18" — 21" 4' 0.C. 20 FULL AND BUSHY WHITE ROCKROSE '.. NANDINA DOMESTICA 'COMPACTA' / 18" — 21" AS SHOWN 11 3 CANES MINIMUM, FULL AND BUSHY COMPACT HEAVENLY BAMBOO REVI CODE 1 AP i I RHODODENDRON COMMON NUNS 'UNIQUE' / NO 18" — 21" 4' 0.C. 14 FULL AND BUSHY NOV ., VIBURNUMDAVID'S VIBURNUM GROUNDCOVERS: 18" — 21" 2.5' O.C. 19 FULL AND BUSHY City BUILDII A F BEACH CHILOENSIS BERRY / 4" POT 14" 0.C. AS REQ'D HOLD 14" FROM BORDERS, SHRUBS, AND TREES ������������� EPIMEDIUM GRANGIFLORUM / 4" POT 12" 0.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS, AND TREES BISHOP'S HAT 2 JJ' l GA UL RRGREEN CUMBENS / 4" POT 12" 0.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS, AND TREES URIOPE SPICATA / 4" POT 14" 0.C. AS REQ'D HOLD 14" FROM BORDERS, SHRUBS, AND TREES LS CREEPING LILY TURF RUBUS CALYCINOIDES / 4" POT 12" 0.C. COVER. HOLD 12" FROM BORDERS, SHRUBS, AND TREES EVERGREEN BRAMBLE •••••"••—••• THYMUS PSEUDOLANUGINOSUS / WOOLLY THYME 4" POT 12" 0.C. COVER HOLD 12" FROM BORDERS, SHRUBS, AND TREES . ,:Y'::;:';::":,;;' t LAWN HYDRODEED COVER LOCAL COMMERCIAL SEED MIX, SEED AT 6 Ibs "� ``" '' /1,000 S.F. CELLULOSE MULCH AT 40Ibs / 1,000 S.F. CI' LAWN/PLANTER EDGE SHOVEL —CUT TRANS1T10N CORRECTION LETTER #1, DATED 07/15/14 PER CITY COMMENT 0 CO . a. .Y 0 N r!• m 0 a. 0 0 z LANDSCAPE PLANTING PLAN BOULEVARD TOWN HOMES EWED FOR COMPLIANCE PROVED 13 2014 of Tukwila IG DIVISION RECEIVED Y OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTERED LANDSCAPE AR.0 CT w co �o O O) CC Z W `� Q co c W J O --I ao 0 0 III (i) c 2 0 0 a) 0 1-- 0 L.1 z w z N N 00 N 0000 CO 000 N N Job Number CNI M. SEIDEL R*11 ATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 s U) 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) LOCK TYPE STAKES, PLUMB WITHELASTICELASTIC CHAIN REMOVE AFTEER RUBBER OWING 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 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 CONTAT 1 GALLON OONTAR ER and LARGER ( PLANT! BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM. EDGE OF PLANTER AS NOTED ON PLANT LIST or BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL SPACING . AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM 7—EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE FINISH GRADE AT 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL DRAWINGS (WALK SIMILAR) 2" MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR LAWN CONDl11ON MULCH CONDITION (CURBSIDEWALK SIMILAR) PLANTER SECTION DETAIL LETTER #1, DATED 07/15/14 PER CITY COMMENT c 0 m 0 a ti 0 d Z can J CO O V a_ W a_ 0 co 0 ECG( BOULEVARD TOWN HOMES NOT TO SCALE TOPSOIL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION • 2" MULCH LAYER FINISH GRADE LAWN SHOVEL —CUT TRANSITION Er PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB MULCH AT CURB DETAIL NOT TO SCALE RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER STATE OF WASHINGTON REGISTED LANDSCAPE., UR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 lL 0 0 Of .OS 0 18215 72ND AVENUE SOUTH c 0 a) 0 0 0 tNNN o0O N N rncfloo u)u) CA CA W 0 0 a M N 0 CI Job Number 0 CV -J a) E X -J w 0 w II ai 0 0 0 00 V) 0 E 0) 0 op M 0 0 0 0 0 ro ai L� BUILDING DESIGN CRITERIA CONSTRUCTION TYPE V-P.' SEISMIC ZONE 1=1.0 (SIMPLIFIEP ANALYSIS) OCCUPANCY GROUP WINP SPEED' ito•outmitte • It\APLIf mop)• ec • POSURE GATESORY TRACTOR SHALL r;E RESPONSIPLE FOR THE METHOPS, TECHNIqUES, SEQUENCES ANP/ OR. PROCEDURES Re6pRe.r) TO PERFORM THE WORK AND SHALL VERIFY ALL DIMENSIONS AND GONPITIONS IN THE FIELD AND IDENTIFY ALL ISGREPANGIES ..ANP NOTIFY THE PESIONER AT THE TIME THEY ARE. NOTED. ROVIPE TEMPORARY 131RACINa FOR STRUCTURE ANP STRUGTURAL COMPONENTS ITL ALL FINAL CONNECTIONS HAVE. PEEN GOIMPLETEP• IN AGCOP.PANGE WITH E• PLANS. VERIFY SIZE & LOCATION Off ALL OPENINGS IN FLOOR, ROor & WALLS WITH MECHANICAL & Fl FGTRIGAL WORK. PREFAPRIGATEP ITEMS TO PE HANDLED ANP INSTALLEP PER MANUFACTURERS SPECIFICATIONS. THE PLAN SHEET S :NOT- INTENDED TO SHOW ALL ITEMS TO PE CONSTRUCTED....THE -CONTRACTOR IS DIRECT•EP TO.. REVIEW ALL ARGHITECTURA..• AND STRUCTURAL SHE.ETS FOR APPITIONAL CONSTRUCTION ITEMS. PRAWINSS INDICATE SENERAL AND TYPICAL AILS OF GONSTRUGTION. WHERE CONDITIONS ARE NOT SPEGIFIGALLY INDICATED•ptir ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR PETALS CONSTRUCTION SHALL PE USER SEISMIC INFO Use SOUP 1 .Si= .45 sITE 6LA66 17 (GOIL PROP NOT KNOWN) 4. spe % •1.6? (1.32.) =.g5 = 34 (1.54 .) 45=M•0 5. PESION GATESORY 17 WOOD FRAME - SHEAR WALLS i5EARINS WALL FRAME 7. V = -- • W/ REPUNP. ADDED UP FRONT 5. 66 = S / R = .55 / D (1.2) = .17W (LS) / 1.4= .1545W = 10. SIMPL.flff19 MeTilOP TRUSSES. TO PE PE*NE.9 & APPROVEP PY A REOISTERED.• WASHINOTON STATE -eNsiNmg AND FAPRIGATEP.FROM ONLY n-tmee•PESIaNS.• TRUSSES TO reSTAMPED PY THE .MANUFACTURER OR PtY A' 'QUALITY O 60NrR6L•AeENGY SUCH AS. THE WASHINOTON STATE TRUSS FAPRIGATORS• COUNCIL. ROOF rRuss PesieN TO.:pE eupmirrep ro! APPROVAL PRIOR TQ. FAPRIGATION. : • ' • :. • • •:: N01+--tjEARINe WALLS TO 15E. tiELD.AWAY FROM THE TRUSS. POTTOtvi- • CHORP'•WITH 'AN APPROVEP FASTENER (SI)611 AS.'SIMPSON 'STG) TO ENSURE THAT THE TRUSS •'POTTOvI 010• WILL NOT PEAR. ON. T.IIE WALL. • APPROVED HANGERS TO PE. USEP 'AT ALL CONNECTIONS or RAI7rtRs, JACK' OR. HIP •TRUSSES TO THE MAIN OIRPER TRUSS. • FLOOR 10 Per MAP LOAD + 40 PSF LIVE LoAr? = 50 PSF GEILINS 5 PSF MAP LOAP + 10 PSF LIVE LOAP = 15 PSF PECK . PSF MAP LOAD +0 PSF LIVE LOAD = PSF INTERIOR PARTITION =• 7 Per• EXTERIOR PARTITION • = • '10 PSF ALL ROOF TRUSSES -TO E 1=RAMEP AND TIEP INTO THE. FRAME' WORK O ANPO SUPPORTING SO AS TO FORM AN INTEORAL PART OF THE. WHOLE 15UILDINS. ROOF TRUSSES TO HAVE JOINTS WELL FITTED ANP TO HAVE ALL TENSION MEMPERS WFLI TISHTENEP.PEFORE ANY LOAD .16 • PLACED UPON THE TRUSS. P)ASONAL 'AND SWAY PRACINO TO PE USEPTO PRACZ ALL TRUSSES. • TRUSSES TO Pe PESISNEP FOR UNIFORM LOAPIN6 AS FOLLOWS: • • TOP atop PSF OF TRIPUTARY AREA •'POT -TOM Gt1ORP •• 10 PSF OF TRIPUTARY AREA . TILE Roar • 45 PSF TOP CHORD • 5 PSF r;OTTOM CHOW- ir APPLIGAPLE. THE TRUSS PLANT MANUFACTURER TO itE APPROVEP PY THE GITY. EACH TRUSS TO f:EAR QUALITY CONTROL STAMP AS WFI I • AS MANUFACTURER PLANT. NAME, APPRESS, PESIaN LOAD, AND MAX. SPAGINS. GENERAL NOTES LOADING PLANS APE PRAWN FOR PIPPER PESISN OF FI FGTRIGAL, MECHANICAL, ROOF 15 PSF PEAP LOAD + 2. PSff LIVE LOAP = 40 PSF 1:7LUMPINS ANP UP It-ROUSH THE SHEET ROCK-STASE.-OWNER.I1A6 FINAL 'APPROVAL or ALL FINISHES. SEPARATE PERMITS REWIRED FOR Fl F6TRICAL, MECHANICAL, PLUMPINO, ETC• NOTIFY ARCHITECT TO ANY REVISIONS PEFORE CONSTRUCTION :ANDIf ANY .121SCREPANGIES: ON PLANs. CONTRACTOR TQ.PE.•• SOLELY RESPONSJPLE FOR ANY CHANSES TO PLAN OR UNREPORTEP• PROPLEMS-Off• PLAN.' Po NOT • . SCALE PRAWINSS. • • .WC5OD TRUSSES CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN; THE map ANY VARIATIONS . . . . . FROM THE PRAWINOS SHALL PE PROT/HT TO THE. An NTION OF THE • PESIeNER •OR ENOINEER. : • APEC.OTE SHORING ANP PRACINS OF• ALL STRUCTURAL MEMPERS DIRINS CONSTRUCTION SHALL PE PROVIDED. ANY PROPOSED FIELD MANSES TO.. • • IHAVE THE PRIOR APPROVAL OF TIIE ENGINEER PEPROOtvi VVINPOWS TO HAVE MIN. 24" HEIGHT ANP 20" MIN. WPM.. 5.7 S.F. MIN. OPENING AREA SILL TO N. 44" MAX. tinet-tr OM FLOOR. PROVIDE. 1" MIN. THROW Pr_AP i5OLT LOCK AT ALL EXTERIOR:ENTRY POOR. 6, • VIEW PORT OBSERVE (OPTIONAL). ALL• WINDOWS TO HAVE LATCHAPLE LOCKS 1r WITHIN id-ou Or 'el•Ar• . SERVICE WATER PIPES TO PE INSULATED IN UNHEATED SPACES. FLOW RATES FOR PLumNs• FIXTURES: TOILETS TO PE 1.1) GALLONS PER FLUS11. (MAX) LAVATORIES FAUCETS TO PE 2-.5 GALLONS PER MINUTE (MAX.) 'SHOWERS TO PE 2.5 GALLONS PER MINUTE (MAX.) FLOW •RESTRIGTOR.. SHOWER POORS. TO I5E. SAFETY eLAss. • INSULATE AND TAPE JOINTS Of METAL DUCTS. • • CAULK,' sea_ ANP WEATHER-STRIP ALL OPENINS, INCLUDING ALL. EXTERIOR . PLATES. TO fLaa:Z., AND ALL CORNER 'JOINTS AT EXTERIOR WALLS. • GLASS WITHIN 24" Of DOORS TO r:e SAFETY SLASS. . • ' TAPE ALL JOINTS ANP TEARS IN PATT INSULATION. rIRE STOP, DRArr STOP ANP FIRE LOCK TO COPE; ALL WITHIN WALL OR ON 'WALL 'ACCESSORIES- &RAP PARS, rowe.L. PARS, Er. ro t5E INSTALLED AND SEALED TO PROTECT -STRUCTURAL FI FMENTS . FROM MOISTURE. 50 am FANS IN 'PATHS. 100 GM FANS IN KITCHENS. SMOKE DETECTORS ARE HOT WIREP WITH NO PISGONNEGTINS SWITCH. FLOOR OR LANDINS ON EACH SIPE Or EXTERIOR DOORS, NOT MORE. THAN 1" LOWER THAN THRESHOLD.. • . . IF HOT WATER HEATER 16 NON-1:401P CONNECTION 'ANP 1-11H, IT .16 TO f5E. STRAPPED TO RESIST EARTINUAKE MOTION. • .. . • . HEATING APPLIANCES EQUIPPED WITH LISTED Shur OFF DEVICE...IN CASE PLOT OR IGNITION FAILURE. • PUT S FOR EXHAUST AT PRYER TO HAVE NO SHEE't METAL. SCREWS. OR • OTHER FASTENINS, WHICH EXTENDS INTO PUT. Pu6r TO NOT EXCEED 14" HORIZONTALLY ANP VERTICALLY. GOMPUSTION AR SUPPLY TO PE PROVIDED TO FURNACE. ANP HOT WATER TANK ir eAs FIRED- Sq. INCHES. SAS FURNACE. PUGTS TO PE NO. 24, SALV. WITH NO OPENING INTO OARASE. • CODE INTERNATIONAL Palma COPE- EJW. 'F.PITION'. (STRUCTURAL) • • AL GOPE- 2,012. EPITiON (NON- STRUCTURAL) . - RE5 IDENT I S1MPSON STRONG TIE CONNECTORS & ANCHOR SYSTEMS GATAL066- O • ALL WOOP IN CONTACT WITH CONGRETE TO f;e. PRESSLRE TREATED. -4" MIN. CLEARANCE BETWEEN WOOD ANP EARTH. • -15" MIN. CLEARANCE PETWEEN FLOOR JOISTS ANP EARTH. -12.11 MIN. CLEARANCE PETWEEN FLOOR PEAMS AND EARTH. -ALL QUILT UP BEAMS FROM SINGLE MEMPERS TO HAVE *(3) I017 IP 24" 0.6. FOR ENTIRE LENGTH OF' PEAM. • -ALL FASTENERS GOMPINED W/ PRESSURE. TREATED WOOD TO PE HOT PIPPED •OALV. STEEL PER ASTM A155 - - - - - F'LYWOOD • pENrir.y AS EXTERIOR; EXPOSURE 1; HUD APPROVED. •. . OSP SHEATHING PRODUCTS Or EQUIVALENT SPAN RATINGS TO PE PL61-1-Y7POOP. WALL. A1\117• ROOF' SHEA1ThI1Na TO PE 1/2" GDX,- UNLESS OTHERWISE. SPECIFIEP, n0si5" OKAY. MINIMUM NAILING TO PE -5d • 0.C. @.PANEL VPSES AND 12." 0.6. IN FIELP. SPAN INDEX TO sPE 24/0. PLYWOOD FLOOR SHEATHING TO 5ff 3/4" CPX •UNLESS OTHERWISE • SPECIFIED. MINIIVIUM:. NAILING TO PE lad el) 0" D.G. .PANEL,FPOES AND let .0.6.• IN •ffIbL12. SPAN INDEX TO 'PE 40/20. ••••.- •.• STA66ER E.NP.L.APS-AT ROOF ' AND :FLOOR SHEATHINa. • • . . ALL. WOES or PLYWOOD IN WALLS' TO. PE SUPPORTEP. PLYWOOD EDGES :AT FLOOR AND ROOF TO. PE SLIPPORTED•.AT••EPCIES•WITII CLIPS,. PLOCI<NO OR OTHER APPROVED METHODS. PLywOor? E.PaES" AT .WALLS TO SUPPORTED PY FRAMINS:'MEMPERS OR PLOGNNa. •. FRAMING. --------- --EXPOSED -TO WF_ATHERINa - 3000 PSI - STRUCTURAL GLUED -LAMINATED LUMBER swEP •LAMIN6iTEP TIMPERS- 120U0-MR LARCH (2.4r-v4). <Ur -Vet AT ANY CANTILE.VERS) • . . r/4" MICRO --LAMS, (LVL) 2-50 Oro", ", 54.'1, 7" PARALLAMS, (PSL) 2.5.0 165 2400 • 1,500,000 2.0400 1,500,000 2900. • 2,00 0,000 TO PEDOUaLAS-FIR FAI:RIGATEP TO THE REQUIREMENTS Or U.S. PRODUCT STANDAK? FS 5.• • • • • • , • ..• , • • • LUMPER 'TO PE Off eyati .SWE. '1-0 PROVIDE NORMAL.•.WORKINO STRESS • VALUES OF 2-400 PSI IN TENPINS; WO PSI. IN TENSION; 160.0 PSI IN . COMPRESSION PARALLEL TO &RAIN; 450 PSI IN. GaAPRESSION• • PERPENOIGULAIR. TO 'ORAIN ANP 10 PSI HORIZONTAL SHEAR (GOIVIPINATION 24F-V4). LAMINATED MEMPERS 'TO r)E AITG GERTI1EP. USE WATERPROOF SLUE. • CORRECTION . LTR# • LUMBER STRENGTH (Units in P51) NEVV NDS 2005 &OVERNS (TAPLE 4A) STUDS-: IIEM-FIR IP OR STUD GRADE , 150 POSTS D.E. #i & PIR , • JOIST RAFTERS- HEIvi-FIR #2 • .. . TALE 25. 1V-V-1 . • 2.X5 150 ' • . •10 POUO, FIR-LARGH 242. •• . [50 ftAys, HEAPER6, LINTELS & elWERs- • • 4" NOMINAL ocus-riR #2. IW • 4," NOMINAL 126US-41R #2• 150 575 1,200,000 550• 1,300,0.00 5.50 1,300,000 900 1,400,000 900 • toopoo 900 000,00o WHEN TOP PLATE IS INTERRUPTEP PY HMER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EAGH ENP. USE SIMPSON MSTA24 GONNEGTOR6; UNO. .. . . ALL sHr._Af• WALL SHEATHINGS NAILS ANP ANCHORS SHALL PE' AS DETAILED 011 THE•DRAWINOS AND As WED IN THE SHEARWAU_ SGHEDLLE. rLOOR AND ROOF. DIAPHRAGM NAILINS SHALL PE bd COMMON 0.6. AT ALL SUPPORTED PANEL POE. AND f3c1.@ 12" O.G. AT INTERMEDIATE SUPF'ORTS. Pots HEAPAND NUTS SEARING AGAINST WOOD TO re PRQv'1PP WITH rtAT BUTT WASHERS. • wooP PEARINS ON OR INSTALLED WITHIN I" OF MASONRY OR GOMM TO rt TREATED WITH AN APPROVEP PRESERVATIVE.. GOLD PLOGICINe OF NOVLESS THAN 2X THICKNESS TO 15E PROVIPEP AT ENPS AND AT ALL SUPPORT OF JOISTS All? RAFrERs, TYPICAL SILL Pours TO PE 1/2" DIAMETER AT•4'-0" 0.6., ,MIN. 1" EMPEPMENT (SEE PLANS -PETALS eOVERN). ALL METAL ANCHORS AND HANGERS SHOWN ON DRAWINOS SHALL PE "STRONO TIE GONNF.GTORS" AS MANUFACTURED Y. SIMPSON COMPANY OR AWKOVEP EGOAL • • NOTE: SEE PETALS roR UPGRADED f5GLT SIZE AND SPALINS. I. ALL SOLID LUMPER TO PE GRADED PY wa..115 WW6A ALL LUVPER SHALL PE HEM -FIR #2. • of #2) OR r; ETTER. ALL. SOLID LIMPER, 5" •X 5" OR LARGER POUSLAS rIR #2. (Pr #2) U.N.O. • 2. TROUGH POLTS AND LAS BOLTS atAu_ E ASTM A,07. PROVIPE MALLEAPLE IRON WASHER AT ALL f5as AND LA'S POLT LOGATIONS. PROVIDED Gur WASHERS FOR .ALL DOLTS .PEARINS ON. WOW. 3. ALL. NAILS SHALL PE COMMON WIRE NAILS, UNLESS EXPOSED TO THE wEAnts/ PKSERVATIVE 1REATVD WOOD, THEN 1101 DIPPED ZING COATED GALVANIZED STEEL 4.,SI-EATHINO: ROOF;1".Osf3 OR 'APA RAFF.1) SHEATHINS WITH 5d NAILS EPeE, 12" 0.6. FIELD UNA FLOOR: xi Dice PLYWOW WITI-I.10d NAILS fS' 6" Q.G. WOE; 12," 0. .ftLP U.N.O. '- 5. NAILING SHALL COMPLY WITH IPC TALE 2-304.9.0 U.N.O. FOUNDATION FOUNDATION DESIGN •IS 15/.1,7 ON AN ASSUMED AVERAGE SOIL. PEA 01=tetP PGF. • : . • EXTERIOR .FOOTINOS TO.PEAR 1' -0" (MIN.) BELOW FINISH ORAPE. REINFORCING STEEL REINFORGINS STFFi ASTM A-615; SRADE.4.0 U.N.O. PETAILFAPRIGATE AN •PLAGE. IN ACCORDANCE WITH THE. LATEST EPITION OF THE A.G.I. "MANUAL .STANPARP PRACTICE. *STRUCTLRAL STEEL TO PE FY= N. KSI. REVIEWED FOR CODE COMPLIANCE • APPROVED 'NOV 13 2014 INa City of Tukwila BUILDING DIVISION CONCRETE COVER, OF REINFORCING CONCRETE CAST. AGAINST AND PERMANENTLY .EXPOSEP TO EARTH. (FOOTINOS • • If 'MIN,. GONE.TE: VERTICAL FACES EXPOSE? TO EARTH OR WEATHER. • I 14" • reAms .ANI7- COLUMNS NOT r:.XPOSEP TO EARTH OR WEATHER. ••9/4" • • •SLAPS: AND WALLS NOT EXPOSED TO EARTH OR • weArt-teg. LAP. ALL FIELD SPLICES PAR PIAMETERS 'WITH MIN. OF 2-4".• FEND WALL .CORNER AND FOOTINO PARS •I4." OR USE CORNER PARS AT ALL CORNERS .AND WALL INTERSECTIONS. INSULATION UNLESS NOTED OTHERWISE, INSU_ATION TO .15E. AS FOLLOWS: • Aba truacei °plod 519 t LOCATION FLAT CEILINOS/ ATTIC /SGISSOR TR. VAILTEP GEILINOS .(SINaLE RArTER) •EXTERIOR WALLS.& PELOW SRAM WALLS PETWEEN HOUSES & GARAGE FLOORS OVER .UNHEATED SPACES sLAt5 PERIMETER HEAT DUCTS IN UNHEATED SPACES Tankless WATER HEATERS 6AS WATER HEATERS ALL F001-INOS. AND .SLAPS ro PEAR ON FIRM. UNPISTURpE•P EARTH PELOW ORGANIC SURFACE SOILS. •• • • PACK FILL TO' PE THOROUGHLY GOMPACt.P TO 55% moprIEP PROCTOR. *rouNDATION VENTS TO NOT INTERFERE WITH i?IREGT LOAD PATH OF STAIR.NOTES LEAS HEADROOM AT STAIRS. HANDRAIL- UP 34" 35" RETURN ENPS, WITH.HAND GRIP OF 1 V" V IN CROSS SECTION, CLEAR PETWF.EN WALL AND RAILINS. 154," O.G. SPADING MAX. FOR UPRIGHTS or HANDRAILS OR SUARPRAILS IN STAIRS OR PECKS. . . • FIRE PLOCKINS IN STARS- ONCE MI121.2L.E. Or RUN PETWE.EN STRINSERS AND ALONG RUN' PETWEEN STUDS. DOORS. AND WINDOWS, • . ALL SLAZINS TO PE .POUPLE,sLAziNs WITH MAXIMUM "U" VALUE Or ALLS Yuel-trs.. To 15E. Pourt.E. puviNs, MAXIMUM "U" VALUE or FACTORY ILT WINDOWS TO PE CONSTRUCTED •TO PERMIT MAXIMUM. INFILTRATION or 5 ON PER . LINEAL FOOT OPERAPLE SASH PERIMETER AS TESTED PY TANPAW ASTM W.7,. SITE PLOT AND MILL WORK SHOP pulo- mom ASH ARE EXEMPT FROM INFILTRATION CRITERIA APOVE, r)ur MUST PE. MADE laliTLY FITTINS ANP WEATHER-STRIPPED OR CAULKED. SLIDINS GLASS POORs To PERMIT MAXIMUM INFILTRATION or 0.6 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. SAFETY eLAziNe LOCATIONS: • INSRESS AND EGRESS pooRs. SLIDING .SLASS pooss, SWINGING CLASS pooRs. si-toweR AND f5ATIITUP ENCLOSURES/ WINDOWS APOVE PATH TUPS. si_AziNe WITHIN 24" OF A POOR. 5663 SCARING GREATER THAN 5 SQ. FT. • GLAZING IN OUARPRAILS. •, • OLAZINS IN STAIR WELLS ANP WITHIN V-0" or TOP ANP POTT GLAZING W/ poiTom wee. LESS.THAN 15" APOVE FINISH FLO tir COLUMNS. • RECEIVED I. 45 Pcr. rwip PRESSURE. • •• •CITY OF TUKWILAS. CONCRETE •OCT 27 2014 4. 5. CLASS ANP USE ff.6.• SLUMP miNimumPERMIT CENTER SACKS/G.Y. REMARKS 7. A- FOOTINGS & FOUNDATIONS •2.500 PSI 3-4 5 14. 2* PAY 6TREN611-1 ei• 15- SLAPS ON aRAPE, EXT. PATIOS AND FOUNDATION WALLS 3-4 - 1. AIR-ENTEKTAININO AGENT (5% TO 7%) TO PE USEP IN ALL. CONCRETE •FLATWORK EXPOSED ro WEATHER. • 2.. POSSOLI111 300 SERIES (40Z PER 100# OF GEMENT) TO 15E. USEP IN ALL CONGRETE. 3. •MIX MAY t5E. •PEsteN0 IN ACCORDANCE WITH THE PROVISIONS OF THE IRO COPE. • • 4, • WATER- GEMENT RATIO 0.50 PER IRO TAPLE 2003. • S. PROVIDE. CONTINUOUS #45AIRS IN TOP or FOUNDATION WALLS ANP (2) #4 IN FOOTINOS. DOWEL FOUNPATION WALLS . TO FOOTINGS WITH #4 X STEM WALL HT. . LONS ewer? vi.INTO FOOTING (UN.0.) NO SHEAR KEYS REqUIREP ((NO.) REINFORCE, WALL AND SLAP OPENINGS WITH ONE EXTRA #5 DIA6ONAL. 'PAR, 40"'- LONG AT EACH CORNER. 7. %" DIAMETER ANCHOR .POLTS 4". 0.6. (U.N.0.) INSTALL A.P.'S WITHIN 12" OF SILL. EN12. & NOT LESS TilAN. 7 f:.OLT DIAMETERS FROM ENDS/ SPLICES, MIN. 2- PER PANEL 7" EMPED INSTALL 3" X 3" X 1/4" PLATE WASHERS (TYP) • 5. •ALL INSERTS ANP FASTENING DEVICES SUCH .AS TIES, r7GLTS, CONDUITS, E.TG. • SHALL PE PROPERLY LOCATED AND SECURED' IN POSITION BEFORE CONCRETE. IS • PLACED: EMPEDMENT Or ALUMINUM ALLOY MATERIALS SMALL PE APPROVED f5Y THE. ENSINEERPRIOR TO CONSTRUCTION. ' •9. •SEE PLANS ANP PETAILS py OTHERS FOR • PLumiNe LOCATIONS & DIMENSIONS ANP OTHER CONCRETE CONSTRUCTION REqUIREMENTS. la ALL woo. FORMS USEP tN THE •OROUNP OR PrrwreN FOUNDATION SILLS ANP THE OIROUND. E. RE,MOVEP PRIOR TO PACKFILLINO. II. CONCRETE AT CONSTRUCTION JOINTS SHALL HAVE. PEEN INTENTIONALLY • ROUGHENED AND CLEARED OF ALL LOOSE CONCRETE ANP PEPRIS. GONSTRUCITION • JOINTS NOT SHOWN ON THESE PRAWINSS.SHAU. E APPROVED PY THE ENSINEER ' PRIORTCOCTINsTRUON. • • c.•• MIN. INL61.LATIoN R-49 %Mg' FA*1980 fiat. (t.30.) • R-2-1 R-30 - R-10 *VAPOR RETARDER ON WALLS R-5 CEILINa TO E PAINTED V.. •• ALL PUGTS TO HAVE TAPE & SEALED TO MEET REQUIREMENTS OF ASHRAE. STANDARD 50A-50 AND PE SO LAPELEP. R-3 MIN. INSULATION ON HOT' & COLD WATER. PIP:S. pa, eyokm, Gtokama -ttob otek ugukuttg. (to? eib-mfuito 19. • klent 1.•fy drye.r duct length per 6044.6 of 2. L g.G5 AU tIVADR_ tlikt fC tiltkikli WSW( eaYliCeOt &rib Loa Sec.109.1- a- NW 1.12 ' (Ago Alf., ts (c1209 os totintiO 9)o aecet= ofe, NoLID 6.040 IE6it ACti(A5 (444 116'0'16 it (2-k 8to eto.oxo,(kic tittAes ikm (4 o000o givic.. MISCELLANEOUS NOTES I. suARPRAILe TO 15E 36" MIN. APOVE FINISH FLOOR. HANPRAILS TO PE 34" APOVE. NosiNs; WITH HAND GRIP OF I IA" - IN GROSS SECTION, WITH END- RETURNEP. 3. , SPADING f)ETWEEN INTERMEDIATE GUARDRAIL MEMPERS TO r)ff MAXIMUM • w' CLEAR, eivi THAT A SPHERE OF• 4" DIAMETER SHALL NOT PASS THROUSH ANY OPENINS. 4. FIRE SEPARATIONS •PETWEEN OARASE AND DWELLINO:.' INSTALL 50' TYPE "X". SW f• ON ALL WARM WALLS ANP GEILINOS, PF_AMS, POSTS, AND ' reARINe WALLS. 5. • Pr -PROW EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR OPENINS OF 5.7 • sr. MIN. NET CLEAR OPENAPLE WIRTH OF 20" AND MINIMUM NET CLEAR OPENINS 1-tElet1T OF 2-4". MAXIMUM 1=iNi611r9 SILL teistir 001= 44" APOVE FLOOR. SLUE ...PAGI:CINS USED FOR TU' OR SHOWER ENCLOSURES TO fe WATER 'RESISTANT 11!)UT Nor. T PE INSTAI I FP OVER VAPOR f5ARRIER OR ON THE 677L!Ne.stiow -. ERS• TO 15E' EqUIPPEP WITH FLOW CONTROL PEVIGES MAX. 2-.5 OPM. 5. WATER HEATERS TO PE LABELED AS COMPUTING WITH NAECA 1557. , 5: • • EXIT DOORS TO PE OPENAPLE FROm INSIDE PUT A NIGHT LATCH, DEAD . -POLT• SECURITY CHAIN MAX. 4i!)" APOVE F.F. •GAN E PROVIDF_P. 10. EXTERIOR •OPENINOS DPOSEP•TO THE. WEATHER TO PE FLASHED IN SUCH • A MANNER AS•.TO MAKE THEM WATERPROOF. 0- 11. ROOF FLASHING TO COMPLY WITH IRG tcYt • 12.. • REGESSEP L1SHT. FIXTURES TO j3E TYPE 10 RATED PER WSEG 13. EXHAUST DUCTS SHALL PE ULIS1 L1STEP 'Ma", INSULATED TO R-5 IN • UNCONDITIONED SPAGE• AND TERMINATE AT LEAST 36" AWAY FROM ANY OPENINS. 14. PROVIDE FLASHING AT TOP OF ALL WINDOWS. • • 15. SMOKE PETEGTORS TO PE INTERCONNECTED AND PATTERY 16. Puct and Air Leakage tests needs to be performed. 17. , Provide carbon monoxide alarm pe r R---,I5. 18. . • Provide exhaust and out.door. air per Sec. 4 of 2. !MC.. ft4161M60.011., Oog (/,%Artid- *WO AMON-11-1X0Makit4 'Ns 47,Utt LatilOSIV. 450100 SHEET TITLE .... zl 0 --ts- '-*--•• CS. Z 044>i-c;)-10:44 WA 98177 ^SHEET-, 3A,1e. ed WSW 10 it ftcra ca r■■I::! utAttorst t%r oio517 1-trAk f'.... u l L� tw 1.4 A4:: $ictir actitsa RoIteratL S ca t0000 1 t 2`Mitealsovalimss h .40 .1 ...... .: K .. 1 ` o 0.5ftittitA fhil 4 notioLs owls '30n ?JOU), IR ti Wow 540. lik100P COW OK, -Nuts: IFAMstOICAL ON); I° o (pw. tog. enc) s-� ! ki,t. I �.� 11(oc, I'4 ti ! I b oi T. r c; u ..... Vc44-sf., ftcats 12)6 st -_A-i TD10-__tot tat --- kiwftt:t�F+.ri�{h44; CA reiriarrin n :a sl4kihelt&Besitise M 11 Vat t + Higt & Beat Use As u$. Land, V. i Base Lard i e`Impa ed y ... aloid Date Value Tax Year /21 h : tt3LTt=AI►LY 61AiliUNG ESENT USE • ... Pares z). �Vi{,� N2if 1 7 ......_ (, `: Plat' sck t Bu Th Number '� Plat Lot f Unit limier rber-Sect on T ip-Range REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 ila BUILDING DIof VISION _....No RestrictiveeSize Shape 0 ................ if tv tt, , smedseptic J0.Road ! Ate.. Perldrg, .. Street Surface RECEIVED • CITY OF TUKWILA OCT 2 7 2014 PER .f. .. NTER 4. Ga 8 ti\ () i a ate»-ga SHEET^ - ltet.‘ Fotifs 14( float te ' ?dt•rogt WEPA w 611 1W- tua- 0,:ws (112-0 t flikASA &F,M 1)0 l2 4e) e 1/7,,b.o PP ttate 4r- ebt p_pot ieRG 9.io..DI CODE REVIEWED FOR APPROVED NOV 13 2014 CBUILDING fTukwila VISION ikkoM Om* ... Pied:!:j ``....:.:w 64141461 RECEIVED CITY OF TUKWILA OCT 2 7.2014 PERMIT CENTER COMMENTS I 0 2 i A sE 2 c,t. 44,.. F.4 , .,--2-_..---,74- _,,(Lt tt. tr -c-1 .--c------ 1440-430,...cinn • .;fir f -o - vo..c211 Nit f2,006.• 9)1,,,c;4 tgot? 6 121)1).011 tio ffiom L. ts kit Bi. CU4rj.114°14# • r • 11111111111111 111 tk -0 NIT /91V41414- • , „ . . . , . _ rStetkol Fatig6 • ,, tlYIKIAANAMIVIIMAII.04.1.11#14 Vrik/AAA Rit126E-ed el lila •111111E111111111•111 air . , • • • ..." gtt- • ,,, . • • • • • • • • • • • • • • ONI•t•.• • • , . . . . . . ...... Ut-Pet Iatt. att Kime. /2124,0 irnill 1111111111111111111 aguits ftct.,4502 cettorb • ,1111111111M1111 • ts04-4 _1011‘,14v. Yvtitt- lulea ettki,4 .7)92$co 11111111111111111111111111111111111 11111111111 Om* akc. Lir) 1NV e;% _6:012 Sfrilao jt tY., cc. WikYootk* )( i& ittpcos '169,1?1.2 t)Ri4ra?6, ei 12121).0' iy4.9-3 _ )<10 Cik tic2- M ftki4K-. 1,,J 4OQ . • • • •;•• • . • • 402A1V. Oto r-04 tie( tst, ..'.610a7s N REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING DIVISION )1) (rtzoi1/43-) vof- ugs CITY OF TRECEIVEDUKWILA OCT 2 7 2014 PERMIT CENTER e4i4ttwo, uJ L. (f) 8 4\ igl c--- Ci Z -13#0.-40,..axa cj • • • _ocroe. er 0• 0,1416e'l (A.outdvieto. stptiel figal Mho fitoottA 4Pc-1-4(tedial OPIt e GRM osificoa Rimt1-1 LAW WA) Ut\ 14019,p4tmt‘‘ t,l W=. c chr1 9)zik' --iiitwitcAgiz..- 141_, . L ... sttoto4..."- J (-11.115R- agiM es\ERALNores: CONsTRUGTION TO GAY WITH TI-E WA STATE. ENERSY GORE ° Ot'Z f2ITION. --HEAT1NS SYSTEM CHOSEN TO MAINTAIN . 70%F. AT 3-O" AI5OVE FINISHED FLOOR E4UIPMENT -1ALL NOT . EXCEED _..150%_ - OF _. -DESIGN.- LOAD. -- I...AZINS IN HEATED AREAS TO INs(LATEP DOUSE &ASS AND TO I5E LAPEL EP WIT11 AN 'APPROVES? TESTED U-VALL. --PO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR sNALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY AND ALL PISGREPANGIES. THE DRAWINGS SCALES ARE INDICATED TO PROVIDE VISUAL PROPORTION AND SI101.19. ft VERIFIED WITH SIMILAR DRAWINGS ANP LISTED DIMENSIONS. -WHERE CONSTRUCTION PETAILG ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL 1'E THE SAME AS FOR OTHER SIMILAR WORK. THE CONTRACTOR SHALL, ASSUME CONSISTENT CONSTRUCTION PRAGTIGEG OCCURRING IN AREAS WI-IERE PETAILS DO NOT INDICATE sFECIFIG MATERIALS OR PROCEDURES. -POST ADDRESS CLEARLY READ/OLE FROM ROADWAY. NUMPERS SHALL_ CONTRAST FROM THE PACKGRO(ND. -WV NAPDWIREP SMOKE DETECTORS ARE REG UIRED AS PER (IPC toil) ( INSTALL WITH INTEGRATED pATTERY PACKU'. -INTEGRATED WHOLE HOUSE FAN VENTED TO OUVsIDE ON A 24-HOURCLOCK Is REgUIRED. THE CONTRACTOR SHALL VERIFY ALL POOR ANP WINDOW . . Rt2J 1-OPENlN& PIMENSIONs WITH THE DOOR ANP WINDOW MANUFACTURER. -ALL FRAMING ANCHORS, HOLD DOWNS ANP SLUR WALLS SHALL 15E 1N PEGTED PRIOR TO COVERING. -A V" 13Y OPENING WIDTH (36" MIN.) CONCRETE STOOP • I5 RE4UIREP • OUTSIDE ALL EXIT DOORS. A 3" MIN. CONCRETE APRON Is ALSO REqUIRED AT GARAGE DOORS. -ThERE SHALL A FLOOR OR A LANDING ON. EACH SIPE OF A DOOR. A - DOOR MAY OPEN AT THE TOP STEP: OF A FLIGHT OF STAIRS, PROVIDED THE POOR DOES NOT SWING OVER THE I i'4o o'. TOP STEP. A POOR MAY OPEN AT A LANDING THAT Is NOT MORE THAN 7.75" LOWER THAN THE FLOOR LEVEL, PROVIDED THE POOR DOES NOT SWING OVER THE LANDING. _� DG N OVER LANDINGS, DOORS IN ANY PO'SITIDN NOT REDUCE THE LAWNS LENGTH TO LESS THAN I2„ REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 City of Tukwila BUILDING DIVISION • R HI e. RO . D. JOH STATE 0 . HI RECEIVED - CITY OF TUKWILA OCT 2 7 2014 PERMIT CENTER , it o .eftsr 0 U 2- O, ,u z aD-oca CS ;1° r 1".w w �Z OINIMINDLu fk ZN � o O 0 ~SHEET-' • l�oti� Ot. 1O7 Ct. et(46 fl, Cf. etMa..- �. 04-142tle • Sout VIS 0\100.-e a- 21°I r� 2l�sb �1'5,1; iclOM fl —, °Ott thrm. tetateto% umtis wiewmovos. W( 1 D. S. A 141 e tivIA iitS Ititt itittb . 21. ` • Siete T RECEIVED CITY OF TUKWILA OCT 2-7 2014 • PERMIT CENTER laMt • • z O N z ~SHEET"- kosmaraospz Sr Whole House ran (inury RM) Kano! f I akt Inc. KK125 1.4 Sone Rat ing 5-- ow "'WE). it5CFM on a 2.4 hr. clock. Vent to exterior. Kitchen STOVE Fan KK100 IA SONE RATIN& 100 cfm min. exhaust fan per manufacturers specs. Vent to exterior. Al I Bath Fan: ROAN CrIvl .25" W.O. Vent to exterior. Egress: f5edroom sash, s I Is up 44" max. A.F.F. with min. 20" wide X 24" high opening and 5.75 sq. ft. Smoke detectors to be 110V hardwired with integrated battery backup. Direct Vent Fireplace: —&as only heat source. —UL approved & labeled. —Install per manufacturer specs. —Provide glass doors. 5/5" type "X" for 1—hour f i re rating, wrap inside of box & underside of lid prior to installing unit. Tub & Shower Note: —To comply with RC- 20112; —Waterproof backing up 70" min. above drain inlet. Po not apply vapor retarder under wonderboard. —AI I plumbing faucets to have a 2.5— SPN4 flow rest r i.ctor. —Safety glass on all glass enclosures. Pirect Vent fireplace: —&as only heat. source. —UL approved & labeled —Install per manufacturer. specs. —Provide grass doors. —S.W.15. 5/5" type "X" for 1—hour fire rating, wrap inside of box & underside of lid prior to installing unit. Furnace/ Water Heater: —Steel 11.W.T. to comply with ASHRAE 90—A—W 'and labeled. ro be equipped with a pressure relief line plumbed to outside & seismic straps for horizontal forces. —Insu I ate t1.W.T. w i t h R—I6 wrap & s I t on R-10 ridged when placed on concrete. --HVA6 above floor ducting to be 24, guage. —fiVA6 unit to comply with WC & labeled with a performance rating. AlI pi lots, burners & switches to Igin AFF. —Protect mechanical from impact with a wheel stop or bollard when located in garage. . cut out for furnace plenum, if appl icab Ie. Verify size and location. *Non recirculating hot and cold water pipes located in uncondi t ioned space sha:11. be insulated to min. (W6E..6 50,) Storage fire Separat io —Sarage/ residence common wall to be f ire —resist ive construction by 'the use of O.W.15. al I support wal Is, post and beams. —Place 6/i5" type "X" O.W15. on ce I I ing of garage when heated living is located above.' —A self —closing, tight fitting solid core .' wood door 1-3/ff thick or a se 1 f—c los ing, tight fitting door with a 22 minute rating 'shall be used: • —A." concrete slab over compacted fill slope to front.,"± cb .40••• "Imo. --A 1,1 Veto. ed Atioo DOW fa.) 4k-cd ( how LOW e?WiA) 0 gtiss erfo tyss W • MI,e'CX,Le,LGD <ecti 4tst upt t .00 .... tf — — 1416111004 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 3 2014 City of Tukwila BUILDING DIVISION • vo eMeko tqw..1 I lk 69--o 0 . . • '`41111.111111111111111•11111111111011MMININ Peig)>•-01-4:1237) \ Ingo ag. • • • • • • et)tvaikkt..) RECEIVED CITYOFTUXWILA OCT 2.7 2014 PERMIT CENTER • a:N i ; ' nth, %11,;i _:.. � 3 i" 'r = vz .r,k�W? T i �x r r ':b .°z. `::` - : :i : �r. arm � 4 sx s?� t • REVIEWED FOR CODE COMPLIANCE APPROVED NOV 13 2014 • City of. Tukwila BUILDING DIVISION t for‹. t\tots4 takre- Ott, aare°1E i1lROO1, RECEIVED. CITY OF TUKWILA OCT 272014. PERMIT CENTER • At SfiEARWALL %I PtsE— 5rw FRAMING . MARK *(2) 'sremitt4a o i 2x Hr. uio: ateAt11fff1& tP (rap NAun6 @ f27 oL) FDC S le &KM*(5)(9) SASE PRAM NAIL.IN6 *(5) Rar ro Taf PL.A''E, FLOOR To rOP PLATE & SILL PLATE ) mi. PLATE ANc 3" x 5" x Y4 5�8„ 0Rs W/ WASteRS %t LOwAGLE Lops SW 7/16" ' O Sd b O. fad 12„ 04i d CO le oG• u x �„ LONG 0 4to 04. 23,p Fir SW 2 7 ," Sd ®k" OL. fGd ®12" 0. LTP4 0 U" O.G. 5/ ' a X ' LUNG 0 �42 04 35Q 'Fir * SW 3 7A," 05gi S d ®3" OL. LTP4 ig Woe- oc 4.Tp4 ®IS" OG. SLC�h16 @ 3d' ! OG 55 F'I.F '� SW 7/1"(fib �'d �" pL LTP4 I��oe LTP4 16" 04. SrS"vXld' LONG $ 24r D.G. 50 eLf *SW 5 7/f6" 0515 lad 0 2" OL_ LTP4 I2' L:TP4 @ ('L" O. Lae @ IS'OL. 725 Ft? *SW6 25dgo 'OL. LTP4aWee, 1.TP4 0 ral. le L.ON60� OL. 910PLF * rS. W � N N 7 fad 0 5" OL N LTP4 ®S pc !/ LTP4 Of S OL. LonGNx fa" L.6 � f2"I vo. Pa PLF '*SW 8 7 10d CP 2" 04 LTP4 ®&'ot. _L.,TP4 08" 04. 5/25" a x le * 3X MATERIAL "AT ALL A fT'IN6 EMES, 3X PLATE FLOOR N0T fREgv IF a5o SHEATI111\erRIMS 6.24TIN. OVER ZX f L ATE & SPLICES AT GEC Or RIM JOIST WITH Wee NAL 05-fed ' 9/1)-•Tqvicz, SIMP%N OR Pam-. LOCATE HOLPOWN ATE I BAD OF SITARYVALL LtJa: iN5iA11 I Z MAIW,FAGTLIRER RE, ZNIVEVATIONS FOR FOLI PATION MIN. RC) DISTANCE & EMPEPMENT, Ik t't:N FOLMATION AS MP. aNSTR11GT CRIPPLE WALL. SAME A5 St'1t:ARWAL (SW) Ate. & GANEF CONSTRUGT101 Sas& A5 • REQUIRES 3X C'R (2)-2X FGtWATION SILL PLATE 4. THRn A D��fR P &��C}lJl COMER AS R�(�� �% p��y X a ,J�// X 1 �/J� ,j �����.�j �j� j/ ` • atti NAl S, U�I0: S d---0.131" 2- IC IOi:t O I4S" f', li d=0.I4 ' / Yr, , I d= 0. 72." X W J lbdI wA� t �{..�= ©.14g" X 3 �`n X b TrNSTALL HI LUPS 11N ALL TFVSSE5/ RAFTERS, A35 +# Um 04. ON &AID & RIM J015r (OR SOUP e4.1(6) TO TOP PLATE (SILL PLATE EP FOIMAT ION) 1,NO: Wr &r p SPAUN& IS LEA TthAM 2h" 04. STALL 10515 AT ROOF soup 1ruc'& TO 5W roe PLATE, INi' M9TN1 111 fJFZ 1125 ON ALL inssEsi Forms. ts. LTP4, LIPS OR L_550 CAN AC WPSTITUTEP FOR A35. COIINFLTtaN PER SlheSON SWIM; TIE OR EQUAL.. 7. MCI. 3x OR (2)-2X STIPS LAMINATED W/ (2)-10d l fb" 0L. AT A?i flue PAWL FI•'E✓f5. • ANc4VR riours avu.. flotEPPEP ® LEAST 7 " INTO C NGf-iE; TITRE SHALL PE A MIN. Of 2 MIS PER PIS, WITH I WJ . LDCATf NOT MCRE THAN 12w GR LESG THAN 7 '&T PIAMETERS ifi , Of THE ME. 2X MIN. PIECE TREATFP LW. I 9. St EET NAILING 5f1At .. NOT Mt -IRATE PAST FLUSH WITH SAGE NEC 250.52 Grounding Electrodes. A concrete encased grounding ._ electrode ..is..required . in all new concrete footings. The electrode shall consist of at least 20 feet of '/2" or larger reinforcement bar or Bare copper conductor not mailer than 4 AWG, and shall be located orizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 1 IDENTIFY LOT LINES IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. i i GUl FOLWATION NO 5: -CONCRETE TO GE 5K1/2 SAG(; FG= 2500 PSI CO 28 PAYS. rREIIfORG,1* STEEL TO PE ASTM .A--015 €BADE h0 OR. # `1TeR -FODfN65 TO REST 6N 2000 P F i,IN6715RMER SOS ASWsAEP. -M[Nllvl lA CZWRET E GaeRA6E if STEEL TO PE 3'► G_fAR } POITOM Cr FOOfINSS 11/2" a.EAR fJUr5V1 OF WALLS 3/4" CLEAR @ INSIDE -Of WALLS. ALL WAPER IN GO'N'WAGT w/ CONCRETE TO f PRESSURE T ATF. R -PROVIDE 5 JP riPaCINO OYER %WORTS. -PCUIPATION WALLS a1ALL HAVE 1WO #4 REPARSIN The TAP 4" OF THE WALL, WITH A MIN. 1" SEPARATION I !ETWEEN Pt PARS ANP A MIN. 3/4" OF GEMENT1011S VPL, 1.0 0000Att 1\1 REVIEWED FOR CODE COMPLIANCE OMPLICE APPROVED NOd 13 Mit City of TukW sl4N BUILDING DI Mot 'lit) otIM cu:tt4to REC YOF OCT E1 C UNlt 5 Roo tktlaft( glib tOt I.VED UKWILA 7 2014 ENTER � ukz,e6mthettAL roof aJ ffestutisttlt fot�1•�Ur/st� I�(�Oulfk� � Es tU tttstnuc// t�tu�ct/ (k.,119.EcAlVt. etwine06049 I 8 1 ?* iN DATE z 14406-00 SUET- i 2XtOac- . tLt.(A.1. r G -10 • Us J t 1 Dtc& ? . • £') �� f �"K toli ag. i (1) g lets ktadi -() Utz,AIM t' dkum tO Vsixtuat £t) i {2Oft 1)'-uutiot. �11 REVIEWEDD FOR CODE COMPLIANCE APPROVED NOV 13 .2014 City of Tukwila BUILDING DIVISION, ? `4K tto'‘ a. C Rot( to otfc tir ?Ask, 8,10t e., ,t. Ott. Lit: wily towt-J5ttot S�Psi VALtkitaRgot- 6 Ntind P.hnt. toku:i(a.f,•) .1 Vat RECEIVED CITY OF TUKWILA OCT 272014 PERMIT CENTER • i • • ("' tOst Hin: csit-, • Orator- (t)txtt toitio Ftuo.. txthnt- (tt)* 61(?) fost GC6 tglAk '40, --:0012( • c.,11mati& mid Joil4t! at :CODE COMPLIANCE REVIEWEDFOR. PPROVED \ :IV 1 3 2014 City of Tukwila BUILDING DIVISION 11000? Oit, ctiaittalca toktuillOS igtct (2) ttct Opt.' , p4 oveti aik? Jrt 12-VAR0- 42) 6.61.• t 410 wt(b -ta. to -(.0tte,IVA,. (thOlUo tittt)c, ti'kIttto, 'ttlk}fi ft 41101C 71, X %tt&omacii. 4-vio foct' 4.CAMt(1)1/%( 00re WA) fro fo ota- cot: /(61:1.44...totr. e 16R6-4 ta. tilts tODP Attyk- w 1 txtio 0408 atto-cp. Li. Six- Stic 411 qr410- RECEIVED CITY OF TUKWILA OCT 2 7 2014 PERIVIIT CENTER i g 2 o 0 •4-:'e----'v'' o----x-t-- 1*--- O' z . gotow-0)-ozo ~SHEET~ •."1-.•" • ' .:!•••••• • TRU% ANP Roor NorE,6: -.SHALL CARRY MANUFACTURERS 6TAMP. -SHALL PE MT/UM ANP PRACEP PER MANIFA6RFERS GPECIFICATI2N6. -SHALL NOT PE FIELD /LIMP WITliOtii PRIOR MUMS PEPARTMENT ANP ENSINERINS APPROVAL. -TICK 0/TRU6SES WITH MIN. OF 20 #i 11F. AT 24" D.C. U.N.O. AT ALL GIRDER TR1J5s LOCATIONS PROVIDE FILL MARINO MLLTI--6TLP SUPPORT GIRDER TRUSS ENP6 -ATTIC, \MINS /1506" vENriNe ON 1/300. usw ARE TYPICAL. (3) 2." a PIRP PLO6K6 AT OVERHAN6, t3," a ROOF JACAS OR CONTINUOUS RIME VENT. SEE ROOF FRAMING PLAN. -ALL VENTINS PAGET? ON NET CLEARANCE OF 75%. ‘• o 4 !;;',::*2;106a7fR7,64==.4,4t,i4w444, A ..zokmarzmutis...44~.M.AVAPSS......t RekXMLIO • ItIP' • tt te)-- — M(1014 %W6g`t REVIEWEDiOR CODE COMPLIANCE APPROVED NOV 1 3 201.4 City of Tukwila BUILDING DIVISION • 0<Y wets .111iK, (MAD 4-th)Qt)t, kil4t.t.,9; &MO efto5e, 1-1 ....... WO; 05* wat, • • . • • ... •z REC 1VED CITY OF TUKWILA OCT 2.7 2014 PERMIT CENTER ',ismoriumor 8 III 2. ,k/ 44-ha r . Z - 0 $4111. 44 "6,0 I ; SHEET~ 41-0" MIN. TYPE "X" GWB 0 2x4 HF#2 STUDS 0 16"0.C. R-11 SOUND BATTS, UNFACED FASTEN TO STUDS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING NON -COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d 0 16" 0.C, TO JOIST & (2) 16d EA. STUD 5'4"(OR EQUAL) APA RATED T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" 0.C. 0 EDGES & SOLID BLK1G 10" O.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING 0 SUPPORTS 1/2" AIR SPACE SHEAR WALL PER STRUCTURAL ENGINEERING NON -COMBUSTION FIRESTOP FIRMLY SECURED 2x4 BASE PLATE w/ 16d 0 16" O.C. TO JOIST & (2) 16d EA. STUD Ye(OR EQUAL) APA RATE T&G CD INT. w/ EXT. GLUE, NAIL w/ 10d 6" 0.C. @ EDGES at SOLID BLK1G 10" 0.C. IN FIELD FLOOR JOISTS PER PLAN DOUBLE UNDER PARALLEL PART. w/ SOLID BLOCKING 0 SUPPORTS NON-COMBUS110N FIRESTOP FIRMLY SECURED SHEAR WALL PER STRUCTURAL ENIGAEE'RING AK' SPACE 3x4 HF1i2 STUDS 0 16" 0.C. 0 GROUND FLOOR OF 3 LEVEL BUILDING 4" CONC. SLAB FLOOR — OVER GRANULAR FILL 41-0" MIN. TYPE "X" GWB 90 TYPE 'X' G.W.B EACH SIDE OF TRUSS NAIL wi 6d COOLERS 4 O.C. (EDGES & FIELD) -EXTEND UP TO ROOF HEATHING, 1 MINERAL WOOL FIRE BLOCK CONT. AT CLG. MECH. FASTEN TO FRAMING RotE: tcw tAiktidsetwo sice600 fan ttioNtmc eto kW sal-4c kg. PAPAPET IS NOT REQUIRED WHEN THE ROOF IS COVERED WITH MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE MATERIALS OR APPROVED FIRE —RETARDANT —TREATED WOOD FOR A DISTANCE OF 4 FEET (1219MM) ON EACH SIDE OF THE WALL OR WALLS, OR ONE LAYER OF I" (15.9MM) TYPE X GYPSUM BOARD IS INSTALLED DIRECTLY BENEATH THE ROOF DECKING OR SHEATHING FOR A DISTANCE OF 4 FEET (1219 MM) ON EACH SIDE OF THE WALL OR WALLS. (2) LAYER 96"TYPE 'X' G.W.B. ACOUSTICAL SEALANT GA FILE NO. WP 3810 1 LAYERS %" TYPE 'X' GWB EA. SIDE 1 LAYER 9‘" TYPE 'X' GWB EA. SIDE PENETRATIONS OF THE RATED PARTY WALL SHALL COMPLY WITH ISZI4AND ELECTRICAL PENETRATIONS SHALL COMPLY k efki wzi-1 t • KIWARgerste.Z.r RIM JOISTS OR BEAM PER ENGINEERING (2) LAYER %"TYPE 'X' G.W.B. CEILING PENETRATIONS OF THE RATED :ARTY WALL SHALL COMPLY WITH K,014.4 AND ELECTRICAL DENE ATIONS SHALL COMPLY WITH R Sottk. ‘al-* .11:191- ^":11;=:11=1" 11:=; 11711_,11 24" 1 LAYER %" TYPE 'X' GWB EA. SIDE 1 LAYERS 913" TYPE 'X' GWB EA. SIDE RIM JOISTS OR BEAM PER ENGINEERING (2) LAYER %ft 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 7..4AND ELECTRICAL NETRATIONS SHALL COMPLY WITH R 00 eioomo motste, vt.g (mtg. USG Desigi tudio UL U305 - ire Resistant As UL U305 Fire Rating 1 i ou STC 34 Sound Test RAL-TL1 1 -1 73 System Thickness 5/8" Detailed Description Quick Description, Gypsum Board - 5/8 in. thick gypsum board applied vertically or horizontally. • SHEETROCK Brand Ultralight Firecod X Gypsum Panels $4„,c- tiNCIL ueuX27 X, 00 114' 5tUk? teiW et0 et5t1 ilOCO fttiAL 4I-17t2,ftkstwig; ji°N-V 1:14Tekt-rslAr. 'Fitftur/eAe('):Zz'eiw1*- iqtem fchtEw4t Lim. R WALLSctitzt 12;EITAret OlAs iSOUND TRANSMISSION 1207.2 Air -borne sound & iiillismwe. 1207.3 Structure -borne sound 1207.2 Walls, partitions and floor/ceiling assemblies separating dwelling units from each other or from public or service areas shall have a sound transmission & impact insulation class (STC) of not less than 50 (45 if field tested) for air -borne noise when tested in accordance with ASTM E 90 or Floor/ceiling assemblies between dwelling units or 1207.3 ...when tested in accordance with ASTM E 492. ettPsjOS 4A) %1(2 LbCkt1005 ftiV), ONO` 2x4 MUD SILL W/ %" 0 A.B. 48" 0.C. P.56 FIRE MANUAL GYP SYSTEMS GA FILE WP 3370 1 LAYER 96" "X" GWB APPLY PARALLEL/ OR RIGHT ANGLE TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16" 0.C. ON SEPARATE PLATES 1" APART W/ 6d COATED NAILS, 174" LONG, 0.0915" SHANK, Y.4." HEADS, 7" 0.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES, HORIZ. BRACING REQUIRED AT MID HEIGHT. (LOAD BEARING) 10" STEM WALL YPSUM WALLBOARD, WOOD STUDS One layer sian type X gyps angles to each side of d apart with 6d coated nails, wallboard or gypsum veneer base applied le row of 2 x 4 wood studs 16" 0.0. o a" long, 0.0915" shank, 1/0 heads Joints staggered 16" on opposite BEARING) NOTE: STEPPED FOUNDATION WALLS 1 HR PARTY WALL es. Horizontal bracing req -Aa•Poo t)k' t() %)t) kop P,Tepatktc, tt-is WP 3370 900i40 etCE50100 —Al Ilel or at right eparate plates 1" o.c. at mid height. (LOAD - WA. °AC> SCALE: 3/4" = TYP. etp ry&I fat ScW 116 tt'l OJIW4 rtliT AcctiAgM 45-41 iih9S1i1i5 CAL 4C5tIvIM ta!‘ ire Rated Assembly, Fire Rt... Thickness:- - 91/4" — - Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, -20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated ftilr• ..... • ........ 2) 1 HR. WALLS NOTCH TOP CHORD OF TRUSS TO ALLOW 2x4 OUTLOOK TO BE CONT. 2X4 OUTLOOKS 0 48" O.C. (2) 16d GALV. 0 EACH OUTLOOK 1• 2X BARGE BOARD PER ELEV. 2X2 BLOCKING BETWEEN OUTLOOKS RAKE PLATE OR GABLE END TRUSS 16d TOENAIL 0 8" O.C. OR A35 CP 16" 0.C. FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2,4fie STUDS © 16" O.C. (R-21 INSUL.) TYPICAL ROOF SYSTEM: ROOFING PER PLAN / # 15 FELT 7/16" 0.S.B "OR" 1/2" APA RATED SHTH'G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R-41) R-21 INSULATION PER W.S.E.C. 160 0 8" O.C. SOLE PLATE NAILING EXCEPT AS NOTED (2) 16d NAILS FROM ON SHEARWALL SCHEDULE TRUSS TOP CHORD T SWAY BRACE A35F 0 SWAY BRACE TO DBL. TOP PLATE SOLID BLOCKING AT EACH SWAY BRACE 8d 0 4" 0.C. SHEATHING TO BLOCK SCALE: 3/4" = 1--.0-RAKE/ EAVE DETAIL 12 NSEE PLA fat-totsuge • 1/2" G.W.B. WHERE FRMIG © 24" O.C. 1/2" G.W.B. WHERE FRM'G 0 16" 0.C. (1) SIMPS. H1 FRAMIN ANCHORS 0 24" 0.C. (TYP EACH TRUSS) (2)2x6 TOP PLATES -LAP SPLICES 48" MIN. & NAIL w/ (10)16D 3/4" T&G PLYWOOD SHEATHING GLUED AND NAILED W/ 10d NAILS 0 6" 0.C. EDGES, 10" 0.C. FIELD SEE PLAN1 (4) 16d NAILS SWAY BRACE TO BLOCKING TYPICAL ROOF SYSTEM: ROOFING PER PLAN / # 15 FELT 7/16" 0.S.B "OR" 1/2" APA RATED SHTH1G / TRUSSES PER PLAN / INSUL. PER W.S.E.C. (R-in) INSULATION BAFFLE (CARDBOARD) EXTEND 12" ABV. INSUL. 1" MIN. CLEAR AIRSPACE (3)8d 0 EACH TRUSS NAIL ROOF SHEATHING TO BLOCKING w/ 8d NAILS 0 6" O.C. 2X VENTED ac SCREENED EAVE BLOCKING, (3) 2" 0 HOLES PER BLOCK (CONT. METAL GUTTER 26 GA. TYP. FASCIA PER ELEVATION SEE ELEVATIONS FOR SIDING SPECS. OVER 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7/16" OSB SHEATHING PER SHEARWALL SCHEDULE / 2X6 STUDS 0 16" 0.C. RA:. Tow mAi1/44 m, foe, kactuott, kmott, Watt *R-30 BATT INSULATION OVER UNHEATED SPACE WALL CONST. PER PLAN RIM JOIST PER PLAN kV/A FLOOR JOISTS & CONSTRUCTION PER PLAN ,IFINISH PER ELEVATION / I15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS 0 16" 0.C. R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB 91t90. 2"x24" RIGID R-10 INSUL. 6 MIL. BLACK V.B. Aga 't1,610 4& 1p tot cCtOb 4" MIN. GRANDULAR FILL FTG. TO REST ON UNDIST. SOIL w/ Itt,1,92 PSF BEARING MN. SCALE: 3/4" = 16 d 16" 0.C. OR SHEAR WALL SCHEDULE EDGE NAIL TO PLATE 1(---EDGE NAIL TO RIM JOINT RUN PLYWOOD SHEATHING FROM TOP PLATE CONT. 0 PLATES TO CENTER OF RIM JOIST ADD ADDITIONAL RIM JOIST WHEN FLOOR JOISTS ARE PARALLEL W/ EXTERIOR WALL FRAMING & FOUNDATION DIM. 3/4" 0.S.B. T Se G / FLOOR FRAMING GLUED, NAILED & INSUL. PER W.S.E.C. (R--30 U.N.0.) PER PLAN 6666666/S66666 • FINISH PER ELEVATION/ 15# BLDG. PAPER OR AIR INFILTRATION BARRIER/ 7/16" OSB SHEATHING OR PER SHEARWALL SCHEDULE/ 2X6 STUDS 0 16" O.C. 2x RIM JOIST PER PLAN R 30 INSULATION WITH 1" MIN. AIR SPACE 3/8" P.W. SOFFIT OR BETTER 1" CONT. NON- CORROSIVE VENT SCALE: 3/4" = 1'--0-CANTILEVER DETAIL 8" MIN. BEARING WALL PER PLAN 2x P.T. MUD SILL w/ 5/8" DIA.x10" A.B. 36" D.G w/ Vtx:V')c-1/61-0WAsHER , 4-3/8" min. & 121' max. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. 4" CONC. SLAB —6 MIL. BLACK V.B. 4" MIN. GRANDULAR FILL (2) #4 R/F BARS CONT. FTG. TO REST ON UNDIST. SOIL w/ 0.)40 PSF BEARING MIN. SCALE: 3/4" = 1' —0" CONT. STRIP FOOTING DETAIL REVIEWED FOR ODE COMPLIANCE APFROVED NOV 13 2014 City of Tukwila BUILDING DIVISION P.T. MUD SILL / §/8" plA.x10" A.B. 0 48" 0.C. w/#. Vic:VW' WASHER 4-3/8" min. at 12" max. EA. END JOINT & CORNER EMBED BOLTS 7" MIN. INTO CONC. (2)#4 CONT. TOP t z FINISH GRADE :co 8" FOUND.-(2)#4 R/F BAR TOP •41- (1)#4 R/F BAR HORIZ. 0 10" 0. 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE #4 R/F BARS VERT. CO 24" 0.C. 4" DIA. PERE. PIPE/PEA RAVEL FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. '-o-TYP. EXT. WALL DETAIL 'co EXPANSION JOINT DRIVEWAY PAVING - SLOPE AWAY FROM FND. WALL CONTINUOUS FOOTING FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING OR PER SHEARWALL SCHEDULE / 2X6 STUDS 0 16" 0.C. R-21 INSULATION PER W.S.E.C. 4" CONC. SLAB 4" MIN. GRANDULAR FILL 6 MIL. BLACK V.B. STEM WALL AND FTG. AS PER DETAILS ABOVE FOUND. SIZE AS PER FOUND. PLAN FTG. TO REST ON UNDIST. SOIL w/M) 00 PSF BEARING 'MIN. - • • e3 Oft;t01-01-0Z00 ~SIHIEET~ / 4 4" CONCRETE SLAB TFIICKENED 0 8" EDGE COMPACTED FILL 5663 RECEIVED CITY OF TUKWILA STATE OF triri OCT 27 2014 PERMIT CENTER FOUND. © GARAGE DOOR FRAMING & FOUNDATION DIM, P.T. MUD SILL w 8" D,IA.x10" A.B. 0 ,48" 0.C. w/ or WASHER . 8min. & 12" max. s, A. END JOINT 8c CORNER EMBED BOLTS 7" MIN, INTO CONC. (2)#4 CONT. 0 TOP FINISH GRADE 8" FOUND.-(2)#4 R/F BAR © TOP .\ & (1)#4 R/F BAR HORIZ. 0 10" 0. 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE #4 R/F BARS VERT. 0 24" 0.C. re),k 4" DIA. PERF. PIPE/PEA bRAVEL FILL/WRAP w/ FILTER FABRIC (2) #4 R/F BARS CONT. 3/4- = i'-o- FOUND. © GARAGE INTERIOR SHEATHING AS REQUIRED 164 0 tit ,w a ttim wE oc SHEARWALL PER PLAN DBL PLATE AS REQ'D PLACE MST STRAP TIES HOLDOWN PER PLAN FLOOR SHEATHING�� 2X CONT. BLK'G FLOOR JOIST OR BLK'G 2 JOIST BAYS k( la foe. EDGE NAILS PER PLAN EDGE NAIL PER SW SCHEDULE ROOF SHEATHING PER PLAN NAILING PER ; PER PLAN PLACE FLOOR JOISTS DIRECTLY ON TOP OF HEADER ; SHEARWALL 3/4" T & G PLYWOOD SUBFLOOR SCHEDULE, TYP. PER GENERAL NOTES 16d 06" o.c. fil ` Y / PLAN ��I,� '. . II HEADER PER "i/ *WHEN FLOOR JOISTS ARE 1 AIL IT •' /.� ' / •' ' 7,- ���� ' .� •` / . • /,i /, ���/. � /� JOINT OF SHEATHING CONT. k PARALLEL TO EXT. WALL PAR ;► � , �/. /��, /� j^ ✓/. /�% o ABOVE BELOW / PLACE (2) 2X AT EXT. " , I A35 @ 16 O.C. BLK G/ JOIST NO JOINT ® PLATE TO RIM RN,, WALL FLOOR JOIST OR BLK G I tbtl� " ��' (014 �� ROOF FRAMING PER PLAN 2X LEDGER W/ ►-_-_-1 I , CONT. 2X BLK G i TO TOP PLATE (1) HGLBA BEAM 1,M ''�'° Q•G• . '� �-�".; •RwriA(': (2)- 16d EACH STUD too SHEARWALL PER PLAN SEATS FOR FULL _ LENGTH HEADER IN Lia) ot 4 SHEARWALL - SIMPSON FASTENER � lJI![�(tJt.,ttUf��6 "(MA-itaGitt- �8 - USt t)? �f �a ri. - PER PLAN PER SW SCHEDULE (A35 0 INT./ LTP4 0 EXT. WHEN INT. 4' (Ult. y AND EXT. ISHEATING IS REQUIRED) #3 11ES 0 4" 0.C. 18 R OF CONC. WALL- THE SCALE: SCALE: 3/4" = 1'-0"CONNECTION AT LOWER ROOF 2 SCALE: 3/4" = 1'-0"SHEAR TRANSFER DETAIL 3 SCALE: 3/4" = 1*-0" INTERIOR SW 4 , ,.....4.\,..... BALANCE OF LENGTH 10" 0.C. '1 SW PER PLAN DBL STUDS e RiA/96WIJ , 10d 0 4" 0.C. Y (k It") a NtAtA• " (3) #4 EVENLY SPACED TOP co) vat Mx, AND BOTTOM OF FOOTING L ceV- N�►V PLYWOOD SHEAR PANEL co #6 DOWELS 0 12' 0.C. ALTERNATE SIDES EDGE NAIL PER SW MST PER PLAN 1!I11 'III ` ` ` ` ` ` ` ` •, :. • SCHEDULE 4"CONC. SLAB FOR HOOK . 10" REVIEWED FOR 16d NAILS FULL HEIGHT _--__ ----' CODE COMPLIANCE OF STUDS SAME SPACIN DBL 2X STUDS • • (10) 16d NAILS ENt7 144A� '— �I „ ;= • +— (2) OF OM 1(0 SIMP. h >' "- ONE EACH SIDE DBL JOIST OR BEAM PER PLAN APPROVED NOV 13 2014 • AS EDGE NAIL PER SW SCHEDULE SECTION ,�,4� V1, PLYWOOD • (3) #4 EVENLY ...,, •.. „0.4 SPACED TOP ., ,,,,,.,.. 6e.--. ,.,. s:rw�xcm+E 44w,t*-``�T aV. ••,, } „ AND BOTTOM OF FOOTING a 1 1 -O + _ .._° di' 2, KW.� ' Ian iti' CO 0.C. ALT. TOP 3�� . CLEAR WALL FRAMING PER PLAN � City of Tukwila BUILDING DIVISION #4 12" & BOTTOM ell(CAti SCALE: NTS =1'-0"GARAGE CONC. WALL AT FRONT SCALE: 3/4" = i'-oy SW STRAPS AT CANT. 5 SCALE: 3/4" = i'-o"DBL STUDS © PANEL EDGE 6 (1/ 41 t; VW, ed LI t 4 2 VW; `et-2X4 CONT. TOP RAIL E3 LEI (CLEAR CEDAR T 0 SHED RAIN) BEVEL 3/4" PLYWOOD 110 4rGtJ. 5n • .1 IL kii �iV�' ASPACED REQ'D WHEN z z BALUSTERS PREVENT PASSAGE " OF 4 SPHERE TO j - -_ ----. —iii W/ WEATHERPROOF „ s MEMBRANE SLOPE � /4 IN 1 —0 FOR DRAINAGE 3 4 PLYWOOD / " w/ WEATHERPROOF MEMBRANE SLOPE 1/4 " � �� IN i -0 DECK SURFACE EXCEEDS 30 ABOVE FIN. GRADE „ i FOR DRAINAGE o;. MCONTINUOUS X 3 CEDAR - TOP & BOTT. 2 DECK FRAMING =, �. 4 X 4 CLEAR CEDAR 0 X DECK JOISTS ^ BOTTOM RAIL y 5663 X B LK G MI • ('V) U�Elie, 4 X 4 CLR CEDAR POSTS ° P. T. 2 SOLID I' t 0 6' 0/C (MAX). BOLT TO A SINGLE DECK SOLID 2X BLOCKING B/W JOISTS l 13 \ \ JOIST ON BOTH SIDES OF POST ± I 0 ALL DECK MATERIAL(S) i , .o .:. Jo ( 1 am ��Y J(AWL' r�/��'++�''�.•�■■,, 3 l' 16 " `i`�o O .r w W 1 2" 0 x s" LONG . . A STATEOF HIN TON BOLTS (2 EA. POST) TO CONFORM WITH I.B.C. �'.... .. 3/4" PLYWOOD w/:WEATHERPROOF MEMBRANE SLOPE 1/4" IN 1'-0" FOR DRAINAGE d \ "' ALL JOISTS HANGERS COMBINED .. o W/ PRESSURE TREATED WOOD TO ..-.... �� N W/ FASTENERS BE HDG GALV. - PER ASTM A153 GALV. SCALE: NTS = 11--0" DECK RAILING DETAIL B • SCALE: NTS = V-0" CANT DECK DETAIL A SCALE: NTS = 1'-0" CANT DECK SECTION Itt5144' tj �t,+t 0k `CD rC'J �' FARING WADER PL WATER HEATER OPEN RAIL z MAX. CLR. -" 315/1615/16 PERK C_ 8 GA. 1" WIDE G.I. STRAP PROVIDE CONTINUOUS I.B.C. 509.3 io &11/44f4e %., 2x P.T. MUD SILL w/ 5 8" DIA.x10" A.B. 0 36" 0.C, w i .y�i / �:jj WASHER n . 4-3�$ min. & 12 max. EA. END JOINT & CORNER EMBED \ HANDRAIL FOR t ENCIRCLING THE WATER m STAIRWAYS w/ 4 OR ` .r HEATER AND ACHORED o MORE RISERS AS PER A35 ®EA. SIDE OF JOINT TO THE WALL I.B.C. 1006.9 EACH STRINGER EXPANSION w ¢ = I II DRIVEWAY PAVING- 4" CONCRETE SLAB ��` J`�. BOLTS 7" MIN. INTO CONC.z 4" CONC. SLAB SLOPE AWAY FROM � THICKENED 08 EDGE ? m / 1/2" G FND. WALL ++ � a � RAISED PLATFORM/ o A • ••. % •' . A 1/2"GWB ` ` . , .: :: r. W\ WATER HEATER �I - /�i?� * • w/ o ;� ;� � • SECURELY MOUNTED NOTE: 11`"°II" = t , � A „' w :,. • .. .;- .•- ,.. .•-. - is ¢ co ?� FIREBLOCKING 1 REQUIRED 6 MIL. BLACK V. ..._ :__. _, ^. II I� - iY ALONG STRINGER •-11=1 .H. w ;- II � _ , F=., 11 - CO MPACTE ' -I I Z FINISH FLOOR BETWEEN EAC H STUD II .".:, :: •'r. s ••..�:,.;: i u )0" MINA mil I. TREAD X4 MID SOLID FIREBLOCKING 1141. m L 1i_`;,.':,••:•'.• , ,i.tt Ir ¢ �� MIDPOINT OF EACH RUN &TOP/BOT. ___ _ __ .--------..-- --------------- '• �• +.•.,�+ =ii..i =�i.��=r.�=�,�. =11= - .. � °� '.• ' , " ;,D,`� Iq j '• .IIF`•:,,II _ 'iG► ,,' E-=li:—��..n I `., ==I1=11— ' ... ;.; : =n= '— 4 MIN. ��4 i Vflotb .;�� GRANDULAR = 1Ns i • �''� � "11= —C. _..• ,� 1. -._.. __ ______.__.. ._... -- ---__.._-- .._._ ._---._ _.._... ..._.. __.._.--'.-- --� --- 3 2X12 STRINGERS 6' o.C, MAX.. RECEIVED CONTINUOUS FOOTING f \ Il 11 f�1 2x STUDS �jp►N. „ • ,sLl CITY OF TUKWI _A � l,� J It) --- - - OCT 2 7 .'� IGuFILL Nix__ 16d 0 8" O.C. 12X46d 2014 (2) #4 R/F BARS CONT. n i� THRUST BLOCK 1" f" x 2i" SCREWS ��t ems,/ SOLID BLOCKING PERMIT C ENTE FTG. TO REST ON UNDIST. PSF _ �' 8 GA. 1" WIDE G.I. STRAP ENCIRCLING THE WATER N �� SOIL w/ BEARING '�N, O L../ HEATER AND ACHORED TO THE WALL SCALE: 3/4" = 1'-0", 1 .,� , � . ` � ` FOOTING DETAIL 11. � FOUND. Q GARAGE DOOR S SCALE: 3/4" = 1'-0"W.H. SEISMIC STRAPS 9 SCALE: 3/4" = -o"STAIR 1' SECTION 10 z v uN COMMENTS L i I . O z 044,5 -Zvi-a0'zrA z 0 V J - co CY- 5co ----DUION NN • t9 (2)6- WZ oz w0 c).< dZ 6 0 -a) L.L. L11.3" �SHEET-