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Home My WebLink AboutPermit D16-0161 - DOAK HOMES / LOT 4 - NEW SINGLE FAMILY RESIDENCEDOAK HOM ES - LOT 4 5008 S 122"D LN D16-0161 � 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 COMBOSFR PERMIT Parcel No: 0179001858 Address: 5008 S 122ND LN Project Name: DOAK HOMES - LOT 4 Owner: Name: DOAK HOMES INC Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contact Person: Name: DARRYL DOAK SR Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contractor: Name: DOAK HOMES INC Address: 11812 26 AVE SW , SEATTLE, WA, 98146 License No: DOAKHI*092NZ Lender: Name: DOAK HOMES INC Address: 11812 26TH AVE SW , BURIEN, WA, 98146 DESCRIPTION OF WORK: Permit Number: D16-0161 Issue Date: 8/26/2016 Permit Expires On: 2/22/2017 Phone: (206) 246-6587 Phone: (206) 246-6587 Expiration Date: 8/13/2017 CONSTRUCTION Of A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE AND 300 SQ FT ATTACHED GARAGE. Project Valuation: $205,313.70 Fees Collected: $45,672.39 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA 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: Public Works Activities: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 40 Fill: 20 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: �'� 1�' Date: � � I hearby certify that I have read and examined this permit and know the ame to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signa Print Date: � ^ � �� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. S: Any material spilled onto any street shall be cleaned up immediately. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 7: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 8: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recafculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 11: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 12: ***BUILDING PERMIT CONDITIONS*** 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: Truss shop drawings,shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seai and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 16: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 20: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 21: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 22: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 25: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 26: ***MECHANICAL PERMIT CONDITIONS*** 27: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: Manufacturers installation instructions shall be available on the job site at the time of inspection. 30: Except for direct-vent appliances that obtain all combustion air directly from the outdoors; fuel-fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 31: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor-fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 32: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 33: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 34: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 35: All plumbing and gas piping systems shall be instalied in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 36: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 37: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 38: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 39: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 40: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 41: All pipes penetrating floor/ceiling assemblies and fire-resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 42: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 43: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 44: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 45: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 46: All wood to remain in placed concrete shall be treated wood. 48: 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) 49: 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) 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 50: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 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 0708 GAS FIREPLACE INSERT 2000 GAS PIPIN6 FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH-IN GAS PIPING 0701 ROUGH-IN MECHANICAL 8005 ROUGH-IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 0704 SMOKE CONTROLTEST 0702 SMOKE DETECTOR TEST 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WA7ER METER - PERM 4- � City of Tukwila • Department of Public Works • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ''` Phone:206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 0179001858 Address: 5008 S 122ND LN WATER METER INFORMATION Permit Number: D16-0161 Issue Date: 8/26/2016 Permit Expires On: 3/13/2017 Applicant: DOAK HOMES - LOT 4 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE AND 300 S4 FT ATTACHED GARAGE. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM Work Order Number: 21640117 Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: Cascade Water Alliance (RCFC): $60.00 $490.00 $10.00 $15.00 $50.00 $625.00 $6,005.00 TOTAL WATER fEES: $6,630.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CITY OF TUK ��.4 Community Develop..�ent Depart�nent Public Works Department Permrt Center 6300 Southce��ter Blvd., Suite 100 Tukwila, WA 98188 http:;'/w�vw. I�uk�vilaWA.�y Combinatio _ ermit No. - �Q� Project No.: Date Application Accepted: �� `'��_ Date Application Expires: � 2"� -�(� �o or q/jice use COMBINATION PERMIT APPLICATIQN - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications wi11 not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: ��%�%�� 8� Site Address: .� � �� a a N� � AN� CONTACT PERSON — person receiving atl project communication Name: �A�R � l BA� c.S'I^ � Address: �/�/z . � � ��p �� ,,n W City: n r r��v State: �� Zip:(�e�y� �� O PhoneOj�% 'a�y6 `�5g Fax: o; OG� y�' S�7 E►naii: �illlJ �c�/�lk/jlJi%1 F�� %yl/l�/L H.�Applications\Forms-Applications On Line�201 I Applications\Combination Permit Application Revised S-9-I I docx Revised August 20l 1 Page 1 of 4 bh � � � PROJECT INFORMATION — ^ '� Valuation of project (contractor's bid price): $ �% �,�j� 0 Scope of work (please provide detailed information) t'A f►�,i ! y �"P S i�,Pru t� r,cs ��7�C� DETAILED BUILDING iNFORAMTION — �BA� Sf �` k.G7�l�yJ O ��j�G��°� �S R/�%� >' 4� � s/�/q�C' PROPOSED SQUARE PROJECT FLOO.R AREAS FOOTAGE Basement IS' floor �r> � ! �" floor �^j l Garage carpoR ❑ ? � � Deck — covered �" uncovered ❑ Total square footage 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. E UIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: o v Value of inechanical work $�d v 6� fue! type: ❑ electric � gas � furnace <100k btu � appliance vent _,� ventilation fan connected to single duct �_ thermostat � wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: / ��v ov Value of plumbing/gas piping work $ �9 � bathtub (or bath/shower om bidet _� dishwasher floor drain �_ lavatory (bathroom sink) �_ sink � water heater (gas) lawn sprinkler system clothes washer shower water closet gas piping outlets H�1Applica�ions\Forms•Applications On Line�2011 Applica�inns\Combina�ion Permit Application Revised 8-9-1 I.docx Revised� August 2011 Page 2 Uf 4 bh � ' � �PUBLIC WORKS PERMIT INFOR, .TION - Scope of work (please provide detailed information): �pr� vi G�P ��v� /� /'%Pri�v�i � vo�c�c,p S�� Lc' � 7'� f'f" 5'C'/^G�! C�. s E' (:c%�2 ��c'rK9 �/�/�/rv/� �E� 7�� Y� �v PcJ .i"i/��y31� �rJ /�'1 � /% .�i c�► i7 ) P Call before you Dig: 811 �— Please refer to Public Works Bulletin #1 for fees and estimate sheet. —� WATER DISTRICT �.. Tukwila ❑... Water District # 125 ❑... Highline ❑.. Letter or water availability provided SEWER DISTRICT �'.. Tukwila ❑ ...Valley View ❑... Renton ❑.. Sewer use certificate ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑..On-site septic system – for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): � Civil Plans (Maximum Paper Size – 22" X 34") ❑.. Technical Information Report (Storm Drainage) -�. Geotechnical Report ❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless – (SAO} ❑ ...Hold Harmless – (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑.. Right-Of-Way Use - Potential disturbance ❑...Construction/L•;xcavation/Fill - Right-of-Way...❑ -or- Non Right-of-Way.. ❑ ❑ .. "I'otal Cut __ �� Cubic Yards ❑ .. Total Fill �Q Cubic Yards ❑... Work In Flood Zone .�.. Storm Drainagc �.. Sanitary Side Sewer ❑... Abandon Septic Tank ❑.. Cap or Remove Utifities ❑... Curb C;ut ❑ .. Frontage fmprovements ❑... Pavement Cut ❑.. Traffic Control � ❑... Looped Fire Line �.. Permanent Water Meter Size ............... .� WO # ❑.. Residential Fire Meter Size ................. " WO # ❑ .. Deduct Water Meter Size ..................... " ❑ .. Temporary �Mater Meter Size .............. " �Vn # ❑.. Sewer Main Extension .....................Public ❑- or - Private ❑ �".7'rench Excavation �.. Utility Undergrounding ❑ ..Backflow Prevention - Fire Yrotection " Irrigation Domestic Water ❑.. Water Main Eatension Vublic ❑- or - Private ❑ FINANCE INFORMATION –"I'tilS INFORMA7'ION IS REOl1IRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: WATER METER REFUND/BILLING: Name: Mailing Address: City Day Telephone: City State Lip State Zip H:Wpplications\Forms-Applications On Line�2011 Applications\Combination Permi� Application Revised R-9-1 I.docx Revised. August 201 I Page 3 of 4 bh - �- ". 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 Oi�� Sienature: Print Name: I�/�- Mailing Address: t � D � �ED A ENT: 1 �� /i /'� , �%" ' 6 �1 /� � � S � Date: Day Telephone: � �� a�d — 6�p / � ,�i,� ��'� y� ,h�� City State Zip H�.\Applications\Forms-Applications On Line\2011 Appliwtions\Combination Permit Application Revised B-9-ll.docx Revised n��usi zot t ' Page 4 of 4 bh � �D?� BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust e_stimated fees � . PROJECT NAME �� A� ��o�� e S' i1� t,- PERMIT #� If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasona6leness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization -C�"� Erosion prevention � , - � r� Water/Sewer/Surface Water �f 4 0� Road/Parking/Access �� v A. Total Improvements � � �� 3. Calculate improvement-based fees: B. 2.5% of first $100,000 of A. C. 2.0°Io 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) Enter total excavation volume Enter total fill volume `T �� cubic yards Z (� cubic yards �. 250 (1) � d 8' . 7 5 Y• $ � �I � r % � (4) Use the following table to estimate the grading plan review fee. Use the .. .. . � r�i ---�----- GRADING Plan Review Fees $ �r r e- � (5) TOTAL PLAN R�EVIEW FEE`DUE WITH PERMIT APPLICATION '`� (1+4+5) $ � 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. ��CE-�v� �, .. C IT?' � F'� � K v�+ I►._ A Approved 09.25.02 Last Revised 01/15/16 JUN '1 a 2016 PERMIT CENTER �i �m�n � ' �_i 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) � /�' �', 75— c�� 7. Pavement Mitigation Fee $ �— �� The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement miti ation fee. Approx. Pavement Overlay and Remaining Years Repair Rate 20-15 (100% 15-10 (75°l0) 10-7 (50%) 7-5 (33%) 5-2 (25%) 2- I (10%) 0-1 (per SF of lane width) $10.00 $7.50 $5.00 $3.30 $2.50 $1.00 $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. $ � 3 � �� cg� QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1S` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 S` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10>001 - lOQ,000 $325.00 for the 15` 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 01/15/16 � $ �� % c9� : F �� ..� � BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ad�ust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter – Deduct ($25) B. Flood Control Zone ($52.50 –' cludes Technology Fee) . C. Water Meter – Permanent' W/�qs��..9 ��, �� C� �` D. Water Meter – Water only - E. Water Meter – Temporary* '� Refer to the Water Meter Fees in Bulletin A 1 v / o v Total A through E $ vi ��' (9) 11. ADDITIONAL FEES � A. Allentown Water (Ordinance i�1 �� $ ��'. � � , � � B. Allentown Sewer (Ordinance-�a) 1? � �p� `� '� ' 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 $ � Total A through I $ % �� 7(10) i llU�; WHEN PERMIT IS ISSUED (6+7+8+9+10+11) � 3 g.y 6 S�y � 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. Size (inches) ✓ 0.75 1 1.5 2 3 4 6 Approved 09.25.02 Last Revised 01/15/16 WATER METER FEE Permanent and Water Onl Meters Installation Cascade Water Alliance RCFC , 01.01.2016 -12.31.2016 ./ $625 � $6005 $1125 $15,012.50 $2425 $30,025 $2825 $48,040 $4425 $7825 $12525 $150,125 $300.250 Tem orar Meter 0.75" $300 2.5" $1,500 3 Total Fee $6630 $16,137.50 $32,450 $50,865 $100,505 $157,950 $312,775 • 1 , � • � • � • • � ' � � PermitTRAK $43,881.82 D16-0161 Address: 5008 S 122ND LN Apn: 0179001858 $43,881.82 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 METER/INSTALL DEPOSIT 6401.245.100 0.00 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 515.00 WATER TURN-ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALLIANCE 8640.237.500 0.00 $6,005.00 DEVELOPMENT $2,374.60 PERMIT FEE R000.322.100.00.00 0.00 $2,370.10 WASHIN6TON 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 $1,254.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $108.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $108.75 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 SEWER SERVICE FEE $19,800.00 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $19,800.00 TECHNOLOGY FEE $147.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 $147.17 WATER SERVICE FEE $10,886.17 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $10,886.17 • � ' � � : ' ' � : : Date Paid: Friday, August 26, 2016 Paid By: DOAK HOMES INC . Pay Method: CHECK 9051 Printed: Friday, August 26, 2016 9:49 AM 1 of 1 �� SYS7EM5 PermitTRAK D16-0161 Address: 5008 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0162 Address: 5009 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0163 Address: 5015 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0164 Address: 50215 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0165 Address: 5027 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBUC WORKS BASE APPLICATION FEE Apn: 0179001$58 R000.345.830.00.00 � R000.322.100.00.00 Apn: 0179001862 R000.345.830.00.00 I R000.322.100.00.00 Apn: 0179001863 R000.345.83U.00.00 � R000.322.100.00.00 Apn: 0179001864 R000.345.830.00.00 I R000.322.100.00.00 Apn: 0179001865 R000.345.830.00.00 R000.322.100.00.00 0.00 0.00 � �� 0.00 0.00 � �� 0.00 � �� 0.00 $8,676.59 $1,790.57 5-_ $1,540.57 �_ $25Q.00 $ 2 Sp.00 $1,779.52 __ $1,529.52 $1,529.52 $250.00 $250.00 $1,663.49 _______ $1,413.49 $1,413.49 $250.00 $250.00 $1,779.52 $1,529.52 $1,529.52 $250.00 $250.00 $1,663.49 $1,413.49 $1,413.49 $250.00 $250.00 Date Paid: Monday, June 20, 2016 Paid By: DOAK HOMES INC Pay Method: CHECK 9011 �� ,, �.� Printed: Monday, June 20, 2016 11:16 AM 1 of 1 ° � �f i _ �>v�, �..... INSPECTION RECORD � �S Retain a copy wifh permit �j� ��1� INSPECTION N0. PERMlT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Cor�ections required prior to approval. U paid at 6300 Southcenter Blvd., Suite IOQ. Call to schedule reinspectian. � INSPECTION RECORD �� Retain a copy with permit �" IN CTION N0. PERMIT N0. CtTY OE TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit fnspectian Request Line (206) 438-9350 oAppr�oved per applicable codes. �Gorrections required prior to approval. pector: 7 � REINSPECTION FEE REQUIRED. Prior fo next inspc�ction: fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedute reinspection. � INSPECTION RECORD � �� Retain a copy with permit �� `�� INS TION N0. PERMIT N0. CITY 4F TUKWILA BUILDING DIVISION � 6300 Southcenter BEvd., #100, Tukwila. WA 98188 (206) 431-3670 Permi# Inspection Reques# Line (206) 438-9350 � Appr�oved per applicabie codes. � Gorrections required prior to approval. �' paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. �Z INSPECTION RECOR[7 ��' Retain a co with ermit �� r INSPECTION N0. py p PERMIT N0. C1�'Y OF TUKWILA BUILDING DlVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 439-3670 Permit Inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Corrections required prior to approval. � paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. iNSPECTION RECORD Retain a copy with permit �� «� INSPECTION N0. PERMIT N0. CITY 4F TUKWILA BUILDING DIV1514N 6300 Sou#hcenter Bivd., #100, Tukwila. WA 98388 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Ilnspector: �� luate,� // � � I 7 � REINSPECTION FEE REQUIREQ. Prior to next inspection, fee must be paid at 6300 5outhcenter Blvd., Suite 100. Call to schedute reinspection. $ i� � ` 1NSPECTION RECORD �`� t� � Retain a copy with permit �'r�"� �1�' � INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUIlDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Enspection Request Line (206) 438-9350 �Approved per applicable codes. � Gorrections required prior to approval. �lnspector: �j^ iDate:� �/, �.� I � REIN5PEC710N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call fo schedule reinspection. INSPECTION RECORD , � �� Retain a copy with permit �� U`� � INSPEtTION N0. PERMIT N0. CITY 4F TUKWILA BUILDING DIVISION 6300 5oufihcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 ��y�� Proierr• Tvoe of Insrsection: . ress: �9�t. ; 1�� `_.D ons: �� Approved per applicable codes. � Corrections required prior to approval. U paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection. � INSPECTION RECORD �ltaoO�� Retain a copy with permit INSPECTION N0. PEftMIT N0. ClTY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 �Appr�oved per applicable codes. � Gorrections required priar to approval. CO M M ENTS: �YcS'Ut,�'"�� nspector: '�i%'/ � REINSPECTION FEE REQUIR�D. Prior to nexfi inspectinn, fee must be paid at 6300 Southcenter Blvd., Suite 10Q. Call to schedule reinspection. � INSPECTION RECORD ��6��r � � Retam a copy with permrt � INSPECTION N0. PERMIT N0. CtTY OF TUKWILA BUILDING DIVISION . 6300 Southcenter B(vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Appr�oved per appiicabie codes. � Gorrections requi�ed prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � !� Retain a copy with permit �f� �� IN CTION N0. PERMIT N0. CITY O� TUKWI�A BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Gorrections required prior to approval. �' paid at 6300 5outhcenter Btvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD � � l� Retam a copy wlth permit j�° �� j I CTION N0. PERMIT N0. C1TY OE TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Corrections required prior to approvaf. u paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD , � r � Retain a copy with permit ��" � U� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Approved per appticable codes. � Gorrections required prior to approval. �' paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD ` � � Retain a copy with permit �f� �� INSPE N N0. PERMIT N0. CiTY t3F TUKWILA BUILDING DIVISION 630Q Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicabie codes. � Corrections required prior to approva{. .� nspector: Date: � � REINSPECTION FEE REQUIRED. Prior to next inspectton, fe�e must be paid at 6300 Southcenter B(vd., Suite 100. Call to schedute reinspection. INSPECTION RECORD �� p��-o�� Retain a copy with permit � INSPECTION N0. PERMIT N0. C1TY OF TUKWIL.A BUILDING DtVISION - 6300 Soufihcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ilnspector: �� uate:� �� I � REINSPECTION FEE REQUIREQ. Prior to next inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedute reinspectian. ,/,�,�� lNSPECTION RECORD �� Retain a copy with permit ��'�� 1 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 5oufihcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per appiicable codes. Q Corrections required prior to approvai. COMMENTS: nspector: � �2�� 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 Dj� `�� INS ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Approved per appiicable codes. � Gorrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Cait to schedule reinspection. INSPECTION RECORD � � Retain a copy with permit �j�" � Q�G j INSP TION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (205) 431-3670 Permi# Inspection Request Line (206) 438-9350 � Appr•oved per applicable codes. � Corrections �equi�ed prior to approval. COMMENTS: nspector: /� ��^ �Date:� //�//.� /"'i7� � REINSPECTION FEE REQEIIRED. Prior fo next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Catl to schedute reinspection. INSPECTION RECORD � � Retain a copy with permit �� ' INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9$788 (z06} 431-3670 Permit inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. COMMENTS: � 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 �� G' G l� � INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �App�oved per applicable codes. aCorrections required prior to approval. COMMENTS: nspector: /l�/S , � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD , G�� / � � Retain a copy with permit �� INS CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. COMMENTS: Inspector: Date:/� �� `� ` � REINSPECTION FEE REQUIRED. Nrior to next inspection. tee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �+ IN5PECTION RECORD � Retain a copy with permit �� Q1 �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DtVI510N 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Apprvved per applicable codes. a Corrections required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD � � Retain a copy with permit �� J�� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. a Corrections required prior to approval. � 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 ��ii.� -- C.) ��i 1 I INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:�� Type of Inspection: �:=� � �--� �� Address: � �� Contact Person: Suite #: �'(��.7�� `3, �"�.�'7= � � Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits:' Occu anc T e: Inspector: �� Date: H rs.. �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Companv Name: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD ��i � -- O /a / � Retain a copy with permit ! /� � — �- �' INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� G�� Typ�� ction: Address: Contact Person: Suite #: �� ?/e S . Special Instructions: Phone No.: . ,� � Approved per applicable codes. � Corrections required prior to approval. r COMMENTS: `'"' � %�' �� /� �i . - �_ � p� ' � � /. ��.��-i� � , 1 - _._ __ , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occu anc T e: Inspector: Date:��,/%`,_� � Hrs.: l, � �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Comnanv Name: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 � 4�� 4 ` �D� � � �; � �� T.L.SCHRIEVER, PE, PLS, CESCL LI1ND DEVELOPMENT ENGINEERING `�� 145Z5 -148th Avenue NE [Suite 134) Woodinrille, WA 98072 (206) 669•5218 off (425j 489.4168 fa: t@civitsiteptan.com �`"—+' � + �� ' � + 1,.. r 1_� �� Doak Homes, Inc. .. - ,,;,�s,, �,�. . .... 11812 26�' Avenue S W ` '"� -K� �M� . �. .�� Burien, WA 98146 , . RE; GEOTECHNICAL EVALUATION REPORT FOR RESIDENTIAL BUILDING FOUNDATION Lots 2 through 10, Doak BLA L08-4404 (Sls` Place S.) � November 18, 2013 INTRODUCTION "' This report presents the results of our research and investigation of the above described site. The purpose of this study was to investigate subsurface soils to provide recommendations for the design of residential buitding foundations. PROJECT DESCRIPTION The subject project includes nine singie family residential buildi�ig lots that vary in size from 2500 sq. ft. to 4386 sq. ft. The site is loc�ted between 51$` Place S. and 50�' Avenue S. just north of South 124`� Street. See Figure 1 for a Vicinity Map and Figure 2 for Soil Test Ho1e Locations and lot layout. SITE RECONNAISSANCE The project site has been recently cleared and a new access roadway constructed. Excavated soils may have recently been placed on some of the lots to depths of approximately 2 feet. T'he easteriy half of the site appears to have been covered with 2-4 feet of imported fill material more tha.n 10 years ago. The site generally slopes to the northwest on an average grade of approximately 2%. No surface water was observed on the site. SUBSURFACE EXPLORATION � The soils on the site were explored by excavation of test holes with a backhoe at the locations shown on the attached Figure 2. The soil survey was performed on January 17, 2008. The soil stratification encountered was as follows: TP ] : 0-3' Brown/grey'silt Ioam 3-9' Crrey Coarse �sand, loose, dry RECEIVEQ CITY OF TUhCWILA JUid 2 0 2016 TP 2: 0-3' Brown/grey silt loam t'ttilVil t GCtv i tt"� 3-6' Crrey/brown fine sand 6-9' Grey/brown medium sand CITY OF TUKWILA PaBe t o£3 NOV Z p 2( :�-�� : ;; , ,,,. ,.�� l,,, T.L.SCHRIEVER, PE, PLS, CESCL LAND DEYELOPMENT ENGINEERING `�►� 1 d525 • 148th Avenue NE (Suite 132) Woodinville, WA 98072 (206) 669•5218 off (425) 489.4168 faz t@civtisiteplan.com i TP 3: 0-3' Brown/grey silt loam 3-5' Grey/Brown fine sand, loose, roots 5'-9' Brown medium sand, loose TP 4: 0-3' Brown/grey silt loam 3-8' Brown �ne-medium sand with silt lenses TPS: 0-5' Fill 5'-9' Grey silty sand with roots TP 6: 0-4' Brown/grey silt loam (fill) 4'-6' Grey Silty fine sand 6'-9' Grey/Brown Fine Sand TP 7: 0-5' Brown/grey silt loam 5-9' Brown medium sand, loose 9'+ Wet In our subsurface exploration we determined that the soils on the site are generally alluvial soils consisting of fine-medium sand with silt lenses to depths greater than 8 feet. The depth to the winter season water tab(e or restrictive layer is estimated to be greater than 8 feet below the ground surface. CONCLUSTONS AND RECOMMENDATIONS The new residences on the site may be supported on conventional continuous and spread footings bearing on the native soils or structural fill. Exterior footings should be bottomed at a minimum depth � of twelve inches below the lowest adjacent outside finish grade. Interior footings may be at a depth of six inches below the top of the floor slab. Footings founded on competent native soils may be designed for an allowable bearing capacity �;;. of fifteen hundred (1500) pounds per square foot. The foundatian walls should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-ftve (40) pounds per cubic foot. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting subgrade. A coefficient of friction of 0.40 may be used betw�en the structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed natural soils may be taken as equal to the pressure of the fluid having a density of three hundred �fly (350) pounds per cubic foot. . The wall pressures apply only for a maximum wall height of ten feet. It is assumed that no hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed above the walls. If swcharges are to be applied they should be added to the above lateral presswes. Heavy construction equipment should not be operated betund retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded: by the higher soil forces that occur during compaction. Page 2 of 3 �.. ' ��.'x.�� ►�'��.� T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING -�'�►l-� 14523 -148th Avenue NE (Suite 132) Woodinrille, WA 98072 (206j 669-5218 off (425j 489.4168 fux t@civilsitepian.tom L\'1 Based on the above design criteria, it is anticipated that the total settlements of the footings founded on the native sandy soils will be }ess than 1 inch, with differential settlements of one-half inch or less. Slab on-grade floors may be supported on the native soil subgrade or on structural fill. Excavation slopes should not exceed the limits specified in local, state, and national governmer�t safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made along property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1: f (H:V), extending continuously between the top and the bottom of a cut. Groundwater exidng cut faces can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut with quarry rock, or temporary shorin� could be required to maintain the stability of temporary cuts that encounter groundwater. DRAINAGE CONSIDERATIONS When the residence foundation bottom is less than 36 inches below the original and finished ground surface, foundation drains may not be necessary because the normal groundwater table appears to be greater than 48 inches deep. When the foundation is greater than 36 inches below the ground surface, we recommend that foundation drains be placed at the base of all foundation/earth-retaining walls. These drains should be surrounded by at least 6 inches of 1 inch-minus, washed rock and then wrapped in non- woven, geote�ctile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perfora.ted pipe invert should be at least 6 inches below the bottom of any slab or crawlspace floor, and it should be sloped for drainage. When foundation drains are not installed, we recommerid a geotechnical engineer inspect the foundation excavation to verify the soil/water table conditions. USE OF THIS REPORT AND WARRANTY This report was prepared for tbe Doak Homes, Inc. for use in planning and design of this project. Our report is based on observations of the soils exposed in the test holes and by visually observing the surrounding area. This report should be considered a limited evaluation of e�sting conditions, and our report conclusions and interpretarions should not be construed as a warranty of subgrade conditions. Vi�ithin the limitations of scope, schedule and budget for our services, we have striven to take care that out work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. Sincerely, Timothy L. Schriever, PE Enclosures: 1. Assessor Map showing site 2. Soil Log Location Map. ..,,.., � a�3 �'�..., ___,. ,:�«, Page 3 of 3 W D QAK VILLAGE �RE E N VI C INITY MAP �,� S E � :cn�n� � �� r.� �� !.� ' i� � �, I�.T �;iii� �. � • '' �,_,__.�.��r�.�..:■ ....r.....�! .�o�� 1` r �� ` � �� slr I�y lr�l � � � - �� . � r � � �� POR110N OF NE 1/4, SE 1/4, SECTiON 10, T23N. R4E, W.M. CITY OF TUKIMLA, KING COUNTY, WASHINGTON TAX PARCEL N0. 0179001855 � � � � �� ,��+� CITY OF TUKWILA � �y Community Development Department � � Permit Center � 6300 Southcenter B/vd., Suite 100 ` �� R �°°b � Tukwila, WA 98188 � � Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 RESIDENTIAI HEATING AND VENTILATION COMPE.iANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) MECHANICAL PERMIT APPLICATION NO.: L,��`�/ � BUILDING PERMIT APPUCATION NO.: Project Name: �OA�-� ri Site Address: �U C�1S� ,S' %� Z yt/� L` �Zy,�'�+ . 1. WASHiNCTON STATE ENERGY CODE HEATING..DESIGN METHOD (select A, B or C below)s � /:� 6, � System Analysis — W:S.E.C. Chapter 4(sub:mit documentation) ❑ Component Performa�ce Approach — W.S.E.C. Chapter 5(submit documentation) C. (� Prescriptive Option — W.S.E.C. Chapter 6(for prescriptive, complete the following calculation): House Square Footage (heated space): %J �' �' . X 20 BTU/h _ �L' G'L�C� Maximum BTU of � Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. �, Other Fuel as eat pump) WASHINGTON STATE VENTILATION AND INDOOR AIR QUACITY CODE (select A or B V(E D FOR ��i�i.IANCE APPROVED �u� 012o�s City f Tu ila BUILDI G DIV{SION A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). 6. � Prescric�tive Ventilation Options - W.S.V.I.A.Q. Section 303 {select one of the followi n�. 1. j❑ Ventilation using Exhaust Fans {Secfion 303.4.1.) ' ❑ Exception for outdoor air infets — Forced air heating system w/interior doors undercut Yi" 2. 3. 4. 0 Ventilation integrated with Forced Air System (Section 303.4.2.) ❑ Ventilation using Supply Fan (Section 303.4.3.) ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3-2 {see reverse side of form). 1. House Square Footage: 1��Q D 2. House Number of Bedrooms: �. 3. Required Outdoor Air Table 3-2: Minimum -�_ cfm Maximum = / / � cfm Effective: 7/1/02 �PPlicationalheatiAp and ventilation system — /pm tt� (7-2002) RECEIVED C1TY O� TUKWILA JU�O 2 0 2016 PERMIT CENTER � � �w*�`'' . .14.•'�t� �, � � I PERMIT NUMBER: D16-0161 DATE: 06/20/16 � PROJECT NAME: DOAK HOMES — LOT 4 SITE ADDRESS: 5008 S 122ND LN X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: � � �.ti��l(� BuiUding Division � ��'M �v �0� � Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/re>>iew required) REVIEWER'S INITIALS: Revision # Revision # �� /1 � � , � V � 1►v � Fire revention Structural ❑ before Permit Issued after Permit Issued � " ' � •� r�� Planning Division � Permit Coordinator � DaTE: 06/21/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07�19�16 Approved � Approved with Conditions � Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pernait Ceilter Use Onl}y CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ StaffInitials: ❑� 12/I8/2013 Residential Sewer Use ��rtification � King County Sewage Treatment Capa��ty Charge Department of Natural Resources and Parks Wastewater Treatment Division • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type J ��%� ' S � � aZ.� /�C/ � �/V e Property Street Address �7-�6_�,/� w � City State ZIP �i�l �K �!�!� P� / /U G Owner's Name ll�'1�- �G��,Gt1 , Owner's Mailing Address ��c � i p� (�.� �J �'i,�/ y 6 City State IP �C�� `�6 � �S'� �`1 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) � Single-family (free standing, detached only) Multi-Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) 1.0 For King County Use Only Account # No. of RCEs Monthly Rate Sewer District Date of Sewer Connection ��.[/��b�� Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number � Lot Number Block Number Building Name Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? 0 Yes �] No 1.6 Was building on Sanitary Sewer? O Yes �7 No 2.4 Was Sewer connected before 2/1/90? ❑ Yes � No 3.2 Sewer disconnect date: ❑ 5 or more (0.64 RCE per unit) _� Type of building demolished? _ No. of Units x 0.64 - Request to apply demolition credit �� i ��K��: ❑ Mobile home space (1.0 RCE per space) � ❑ Yes ❑ No �� WILA No. of Spaces x 1.0 = .iUN � o If Multi-family, will units be sold individually? ❑ Yes O No �ot6 If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No F'ERMIT(� T Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capa�i��af�e.R The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of, providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of rrecte data r determination of a revised capacity charge. Signature of Owner/Representative � Date �� o��i Print Name of Owner/Representative ��2�e� —�% _� �� S� � �os� (Rev. io/ia) White — King Cou t(� y Yellow — Local Sewer Agency Pink — Sewer Customer .p,:o:M � DOAK HOMES INC Home rspanol Contaict Safety & Health Claims & Insurance � Wa"shington State Departrrienf of ;` �abar & lndus�ries DOAK HOMES INC Owner or tradesperson 11812 26TH AVE SW SEATTLE, WA 98146 Princip�is 206-246-6587 DOAK, DARRYL E SR, PRESIDENT KING County DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC Page 1 of 2 Search l&I ��rr�:� A-1 Tndex f(eip iT} L�:i Workplace Rights Trades & Licensing WA UBI No. Business type 601 329 337 Corporation Governing persons DARRYL EUGENE DOAK SR ESTRELLA M DOAK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. _ ................._...... _........_..............._ ........ Meets current requirements. License speciaities GENERAL License no. DOAKHI*092NZ Effective — expiration 08/09/1991— 08/13/2077 Bond CBIC $12,000.00 Bond account no. SC9910 Received by L&I Effective date 08/01/2001 08/01/2001 Expiration date Until Canceled Insurance _..._........... Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00022982-01 Received by L&I Effective date 08/05/2016 08126/2015 Expiration date 08/26/2017 Insurance history Savings (in lieu of bond) $12,000.00 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 8/26/2016 � � � 0 G�ht�R�L 1�4T�5 1 GOIVTR/kGTOR SHf�LL VERIFY I'�LL EXISTING 51TE GONDITIONS FOR GOMPLIAIJGE WITH PLAT�15 AND SPEGIFIGATIONS. 51TE GONDITIONS INGLUDE, 501L, TOPOGR�PHY, REG2UIRED SETBAGKS f�ND IF P�PPLIGHBLE, THE DIMEN510N5 OF EXISTING STRUGTURES AND THEIR STRUG7IJRAL l�iJD MEGHph11G,4L GOMPOTJENTS. THIS OFFIGE SHPd..L BE NOTI�IED PRIOR TO GONSTRUGTIOIJ OF DISGREPf�NGIES, P�MBIGUITIES OR OM15510N5 IN THE PLAhlS. 2: WRITTEN DIMEN510N5 T,hKE PREGEDENGE OVER DRP�YVING SGALE; DETfrILS TP�KE PREGEDEhiGE OVER PLfi�N AND ELEVf�TION VIEYV9. 3. aLL WORKM�NSHIP, MhTERIALS 1�ND INSTf�LLED PRODUGTS SHALL MEET OR EXGEED THE ftiGGEPTED INDUSTRY STf�NDf�RDS.!{ND 5Hl�LL MEET OR EXGEED THE MItJIMUM REQUIREMENTS OF THE I.B.G., W.S.E.G., N.T.S.,U.P.G., N.E.S., U.M.G., P�ND ?�LL P�PPLIG,4BLE LOGAL GODES; WHIGH SHALL TI�KE PREGEDENGE OVER NOTES, SPEGFIGP�TIONS P�ND DRA�WINGS: 4. UNLE55 f� PROFE5510N,4L SUR�/EY l�GGOMPf}NIES THE PL..�NS, THE 51TE PLP�N WA5 DR�WN FROM GENERhL 51TE LPd�1DMP�RKS AND 15 NOT TO BE GONSTRUED {�5 A PROFE5510NP�L SURVEY. THE GO1�1TR/hGTOR SHf�LL TAKE FULL RE5PON51BILITY FOR MftINTAlhllhlG REQUIRED ZONING 5E'BP�GKS OFZ SHP�L.L, ftiT HI5 DISGRETION, REQUEST THE OWNER TO PROVIDE f� PROFE5510NP�L SURVEY TO IDET�RM1h1E SETBP�GKS P.ND/OR OTI-fER ZO1�lING RESTRIGTIONS. 5. THE GONTRAGTOR SHALL SEGURE f�LL hlEGE55hRY PERMITS AND INSPEGTIONS AI�lD SH�LL i�IOTIFY TH15 OPFIGE, PRIOR TO GONSTRUGTION, OF ANY REVI510N5 OR P.DDED REQUIREMEh1T5 REQUESTED BY THE BUILDIiJG OFFIGIAL WITHIN THE�R JURISDIGTION. 6. THE GONTRP�GTOR SHP�LL YERIFY 51ZE /�ND LOGP�TION OF P.L.L REQUIRED OPENIPIGS H�l �LOORS, WP.LLS P�ND ROOF WITH PROP05ED MEGHf�NIGP�L, PLUMBII�IG P�ND ELEGTRIGP�L WORK_ PREFP�BRIG?�TED ITEMS TO BE H�NDLED AND INSTf�LLED PER M�NU�l�GTURER'S REGOMMEND�TIONS. 'i. THESE DRf�WINGS hRE INSTRUMENTS OF SERVIGE ftND A�RE THE PROPERTY OF THE ,4RGHITEGT, PROTEGTED UNDER GOMMON L,�W, STf�TUTORY �1�tD OTHER RESERVED RIGHTS, INGLUDIiJG GOPYRIGHT, REPRODUGTIOiJ OR U5E OF THESE SERYIGE DOGUMENTS BEYOND THE SGOPE OF TH15 PROJEGT 15 PROH161TED WITHOUT PERMI55fON Ihl WRITlh1G FROM THE P�RGHITEGT. G��}�,�4L G4N5TRUGTION 1�tOTES �. 51TE GONDITIONS A�ND 51TE WORK 1. IF 501L GONDITIONS Eh1GOlJNTERED UPON EXGP�VP�TION DIFFER FROM TNE 501L BEP�RING GAPf4GITY OUTLIIJED UNDER "DE51GN LOf�DS", OR IF EXGE551VE GROUND V`IP�TER 15 PRESENT, GONTfkGT TH15 OPFIGE BEFORE PROGEEDING. /�LL FOOTIt�1G5 SHP�LL EXTEND TO BELOW THE FR05T LINE AND SHALL BEP.R Ohl UNDISTURBED, Nf�TIYE 501L. 2: DO t�IOT BP�GKFILL Ut�ITIL Wf�LLS HP.VE BEEN p,DEQUP.TELY BR�GED OR HftiVE BEEN DE5IGNED TO RE515T LA7EiZ,8,L Ef�RTH PRE55URE: BP�GKFILL M,4TERII�L SHP�LL BE GLE,�N, PERMEf�BLE f�ND PREE OP OR6?�NIG MP�TEFZIf�LS. 3. INSTP�LL 4" DIf�M. PVG PERFORA�TED PERIMETER DR�11�15 (A5 REQUIRED BY 51TE GONDITIONS) IN 1 GU. FT• OF DRf�IN GRP�VEL PER LINF}�L FOOT, P�ND PROVIDE 5EP?�RP�TE DOWNSPOUT f�ND SEf�LED SURFpvGE DRf�I1JAGE AND/OR RETEhITION {�5 REQUIRED BY LOGP�L GODES. 4. EXGf�V�TED 501L TO BE STOGKPILED ON 51TE U.N.O. 1N/ 10' MP�X. HGT �1JD 1/1 H TO V SLOPE. B. GONGR�TE 1. GENTER �LL P05T FOOTINGS UNLE55 NOTED P�ND PROVIDE 1" PLINTHS �.T SL.f�BS OR 8" PLINTHS �T EXPOSED Ef�RTH (6" IF P057 15 PRE55URE TREf�TED). PROVIDE 6" MIN. PfZOM 51LL PLA�TES TO FINISHED GRf�DE. D,4MP-PROOF FOUNDP�TIOK WP�LLS TH�T RETA�IN E�RTH P�ND ENGL05E . H�BITP�BLE 5P?�GE. U5E 2 GOf�TS P5PH�LTIG EMUL510N TO THE EXTERIOR OF THE W�LL. G. REINFORGING 1. INSTALL REINFORGING PER ?..G.I. ST�NDARD PR?�GTIGE. SPLIGE GORNER P�ND GONTINUOUS BfkRS WITH ?. MIN. OF 30 B�R DIA�METERS. MINIMUM Bf�R. GOt�IG GOVER: EXP05URE TO WEf�THER 2", TO Ef�RTH 3". TO OTHEfZ 1"- 2: EMBED f�h1GHOR BOLTS f� MINIMUM OF �" U.N.O., PL?�GE WITHIN 12" OP ENDS. 3. NEW FOOTINGS SHALL NOT IMP05E "UNDE5IGNED" LOP�DS ON NEW OR EXISTING BHSEMENT OR RETf�INIhtG Wf�LLS. _. D. LUMBER �4ND FR,�MING 1, FRf�MING LUMBER: K.D. TO 1°1% M015TURE GOh1TENT, GRf�DED PER STD. GR�DIN6 RULES PER W.G.L.I.B. OR W.W.P.A. A5 �IPPLIGf�BLE. GR?�DE Pd�tD SPEGIES PER PRAMIhIG PL�.NS, GENERP�L NOTES P�hiD "DE51GN LOPS� cH�Rr�. 2. 51LL PLP�TES, DEGK 5I1B-STRUGTURES, P05T5 f4ND BEf�MS EXP05ED TO WE�THER �i�lD fhNY WOOD IN GONTAGT yV�TI-i GOIJGRETE 5H?�LL BE PRE55URE TREftTED WITH P�N �PPROVED fi'1ZE5ERV,�TI�/E. GOLUMNS AND P05T5 SHP�LL BE FRAMED TO TRUE END BF�RING WITH ?.DEQUP�TE ANGHORS �T TOP f�ND BOTTOM TO RVOID UPLIFT l�iJD DISPLAGEMEi�IT. PROVIDE L�TERf�L SUPPORT FOR BE�.MS, Rf�FTERS �ND JOtSTS PROVIDE TEMPORARY BRp.GIt�IG f�5 REQUIRED UNTIL �LL PERMANENT GONNEGTIOKS ,4ND STIFPEhlERS lkRE Ih15TP�LLED. 3. PROVIDE �r MINIMUM J015T BEf�RING OF 1 1/2" ON WOOD, 3" ON GONGRETE. q�, MULTI 2X BUILT-UP BEAMS SHf�LL BE SPIKED T06ETHER. UNLE55 NOTED, U5E 10d iJP�ILS c� 12" O.G. ST�GGERED. 5. 50LID BLOGK W/ 2X � MIDPOIIJT OF 5TUD5 OVER 10 FEET, BELOW BEf4RIKG Pf�RTITIONS PERPENDIGULfkR TO J015T5 f�ND RP�FTERS � SUPPORTS.__ _ _ -.-.----_.--.__- - - - . 6. WOOD ENTERItJG GONGRETE OR M<t�ONRY SH�LL HhVE 1/2" NET ftiIRSPAGE !tT TOP, 51DE5 /�r1I7 END. �. DOUBLE J015T5 UNDER PP�RALLEL ��RING PARTITIONS AJJD UNDER WINDOW GRIPP��S ?�T G�h1TILEVERED �LOOR SEGTIONS. 8. �IRESTOP P�ND DRf�FTSTOP TO GUT OFF ftiLL GONGEALED HORIZOh1TP�L f�ND VERTIGA�, OPENINGS ?�T GEILING f�ND FLOOR LEVELS, FLOOR Tc� p,-RIG, �T 10' . IIJTERVP�LS HORIZONTAL BEHIND NlA�LL f'URRING, P�T TOP, BOTTOM RND 51DE5 OF STf�IRS, WITH 2'' HOMItJP�L LUMBER. q. GLU-L�M BEAMS SHALL BEIhR �.I.T.G; �r15PEGTIOIJ ST�MP {tND SHp.L.L BE "ARGHITEGT11RftL, /tPPEP.R?�NGE" GRp.DE WHERE EXP05ED TO VIEW. E. MET�L GONNEGTORS 1. ALL METf�L GONNEGTORS 5Hf}LL B� "51MP50N" OR P�N APPROVED EQUIVALENT. 2. FRAME N,�ILING SHALL GOMPLY N11'CH IBG R6023.(1) (2) UNLE55 NOTED OTHERWISE ON FRP�MIIVG F'Lf{iJ5 OR 5HEf4RWl�LL SGHEDULE. P�LL NPdLS 5H/�tLL BE GOMMOi�I WIRE NhiLS U.N.O. 3. U5E GUT Wlk5HER5 P.T BOLTED GOhlNEGTIONS. GONNEGTORS EXP05ED TO WEP�THER 5H/kLL BE G,�L.YfWIZED OR HAYE P�PPRO�(ED GO/+;�NG. ROOFING 5H,°�LL BE FPSTENED WITH GORR0510N-�515Tf�NT PPSTENERS. 4, TRE�TED WOOD REG2UIRE5 THE U5E OF STI�INLE55 STL, 51MP50N ZMP�X OR =, OR HOT-DIPPED Gf�LVP�hIIZED Pf�.STENERS, GONNEGTORS �.h1D ltNGHORS- F. PLYWOOD ?�ND D1,4PHR,4�M N1�ILI1�G 1. ALL PLYWOOD FOR STRUGTURAL USES 5H,4LL GOiJFORM ATJD BEf�R ft GRP�DING 5T,°�MP OF THE f�MERIGAN PLYWOOD ft550GI�TIOIJ (�P/t) �htD Nf�IL PER IBG 602.3.(1),i2). 2. PFZOVIDE DIAPHRA6M SHEf�THI1JG /,�p �l,B,ILIHG P5 FOLLOWS UiJLE55 NOTED ON PLANS: f'�ppR 5HE,4THING SHALL BE T�G 3/4" G-D-EXT-APP� PLYi^IppD WITH EXT. GLUE, P.I. 32/16, GLUE TO J015T9 AND f�IAIL WITH 10d � 6" O/G EI7GE5, 10d c� 10" O/G FIELD. ROOF SHE,hTHlh1G SHP�LL BE 15/32" G-D-INT-P�Pf� PLYWOOD WITH EXTERIOR GLUE, P.i. 2A-/O, NP�IL SQ p 6" O/G EDGES, Sd cn� 12" O/G FIELD WA.LL 5H?�LL BE '7/16" 05B HND iJ?�IL WITH Sd NftILS f�T 6" O.G. Pf�1�tEL EDGE9 AND 12" O.G. FIELD. G. VENTILA�TION ,4ND ,�GGE�S 1. VENTILP�TE GRAWL SP,AGES P�ND.C7�ERHANGING FLOORS WITH SGREENED OPENINGS h10T LE55 THAiJ 1 5Q. FT.(hIET FREE) FOR EAGH 150 5Q. FT. �F UNDER FLOOR AREft. DISTRIBUTE OPEhlINGS ?�PPROYIMfiTELY EQUf4L f'�LONG THE LEh1GTH OF P�T LEP�ST TNlCO OPP�i IE 51DE5 /�ND ONE OPENIh1G SHP�LL BE WITHIN 3 FEET OF EVERY GORNER. GOVER WITH 1/S': GORR051p� �515TAhlT WIRE MESH f�T Gf2hWL SPf�GE OPENih1G5. 2. VEIJTIL.P�TE ATTIG SPP�GES WITH Gf�„p55 VENTIL,�TION EG2UftiL TO 1/150TH OF THE P�TTIG P�REh�(►�ET FREE), EXGEPT THE P�R�4 MP.Y BE 1/300TH, PROVID�D P�T LEAST 40% f�ND NO MORE THf�.N 50% OF THE REG2UIRED YENT ,CtZEf� 15 WITFiIN 3' �T. OF E?�VES WITH THE REMltIiJDER OP THE REQUIRED VENT �REfr IN THE E?�VES. 3. PROVIDE fi�N AGGE551BLE P�TTIG ftC,GE55 PAiJEL, 22" X 30" MINIMUM WITH P� GLEP�R HEIGHT Or 3p", IN :•!;i.f�TE fth1D WP.�THER-STRIP. 4. PROVIDE 18" X 24" �GGE55 THRUU6N THF PLOOR OR 16." X 24" THROUGH THE YVftLL TO UNDCR �LOOR /kREP�S. H. S,�FETY GL?�ZING � _ 1: T�MPERED S�FETY GL�55 5H?�LL BE Ih15T:1L.LED W Fip�ZARI70U5 LOG�TIONS, INGLUDING P.REAS THAT ARE SUBJEGT TO HUM,°�h! IMPAGT, 6LAZING IN DOORS, GLA�ZING WITHIN /� 24" /�RG OF GL05ED DOOR, G1.P�ZED ARE�S > 9 5Q. FT. WHEN LE55 THAI�I 18" A60VE i'LOOR OR WALKING SURF�GE AND GUP�RDS ?�ND R?dLINGS A5 DESGRIBED IN IRG R308.4. SAFEN GLftZING 15 REOUIRED TO BE PERM,hNENTLY M�RKED PER IRG R3C38.1. I. ELEGTRIG?�L 1. ELEGTRIG�L GOtJTRAGTOR SHALL EVA�L� .�T� ?�h1D IDETERMINE ?�DEQUPsGY OF EXI5TIN6 /tND PROP05ED ELEGTRIGf�L SERVIGE f}iJD PROVIDE REG2UIRED GIRGUITS AtJD AMPERA�GE PER N.E.G., 5T,4TE l�.hlD LOG. �-� ENERGY GODES, AND MP�NUPAGTURER'S SPEGIFIGP�TIO�ivS FOR PROP05ED PRODUGTS, ,4PPLIA.NGE� A1JD EQUIPMENT. 5EP�RfrTE PERNIIT REQUIRED. J. MEGH}�NIGRL L WP�RM f�IR FURNP�GE OR GP5 H.N1. 5H,4L� NOT BE INSTP�LLED UNDER STP�IRS f�ND SHALL HAVE t'ROPER VENTS �ND DIREGT OUT5IDE GOMBUSTION f�IR. 2. GA5 P�PPLI�l�1GE5 IN GARP�GE 5Fi/�LL BE ON P� 18" HIGH PLfrTFORM. 3. P�IR DUGTS PENETRP�TING� GA�Rar E TO. HDUSE SEPf�RP�TION SHP�LL BE 26 GAUGE MINIMUM OR SHP�LL HA�'E P�PPROVED DP�MPERS. 4. DUGTIh1G 5Hf}LL MEET U.M.G. 5T/�,ND�RDS AND 5Y5TEM5 P.RE TO BE B�LRNGED. GJNTRP.GTOR SHALL PR01/IDE MEGHP�NIGAL DUGTING DIltGRAMS/SHOP DR?tWINGS, EG2UIPMENT 51ZIh1G, HEAT L055 G1�LGULHTIONS r� f�iJD M/�NUFAGTURER'S D�hT� ON EG��pMEtJT EFFIGIENGY FOR ARGHITEGTS REVIEW. 5, Bf�THROOMS, LA�UNDRY ROOM�, KITGHENS AND SPf� ROOMS SHALL HAVE MEGHl�NIG/�L �Y,HAUST N RIGID DUGTIiJG TO EXTERIOR, WITH /� BAGf�,,p�,�T Df�MPER, Gl�Pf�BLE OF 5 AIR GHP�NGES PER Hr,�R. K. PLUMBING 1. PLUMBING GONTE�GTOR 5H{�LL 51ZE ?rLL LIhlES f}ND VENTS PER U.P.G. 2. 5T /�RDS ��7� � c „''�b�ELEA N� :: ,= _:. P�PP O�/ED__- _ -- ---.-- . .. - �a �h�nge� �-?� b� �� . t�? ��e plans �ifho�� .��v�� #rt�� th� �� ' ��n�in� ��i��o� +�� t�� . � z� ��i'4�i�:C� � �: .. i �ri,s;��• . • � f �: �� . �,.-.._..._. ..._� ... _:,�.��.:�.�z�.-�:��,r,:.4 3. FLOW RftTES TO GOMPLY YVITH }^1�G 51-46 SEGTION 402.0 TOILETS: 1.6 GPP(MAX), SHOWERS: 25 GPNf(M?JC), LAV?tTORIES/FP�UGET: 2.5 GPM(MfiX). 3. PROVIDE 5EI5MIG STRftiPS'�PlD PRE55URE RELIEF Vf�LVES (PLUMBED TO OUT5IDE) AT f-IOT 1^lf�TER Tf�NKS. SEP�RATE PERMIT REQUIRED. L. M015TURE GONTRDL 1. SHOWERS 5H?�LL H�VE h NON-AB50RBEh1T SURFAGE TO A� HEIGHT OF 6'-0" �LBOVE PLOOR. 2. PROVIDE WP�TERPROOF BOARI7 OR GLf�55 MESH MORTAR UNITS BEHIND TILE ,�T SHOWER SURROUNDS. TILE SHOWERS WITH P� 51TE-BUILT P�N 5H1�LL BE FILLED P�ND LEA�K TESTED FOR 12 HOURS. PROVIDE MILDEW RE515Tl�h1T GP�ULK ,�T �.LL TILE /�GGE550RIE5. M. B,4TH S,�FETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWRRD ftND EIJGL05l1RE5 SHP�L.L BE �ULLY TEMPERED OR L�MIN�TED 5?�FETY GLA55, MINIMUM TNIGKNE55 = 1/8" TEMPERED, 1/4" L.,4MINP�TED. 2. FLOOR.TILES �T SHOWERS ,4ND WET ARF�S SHf�LL BE SKID-RE515TP.NT. 3. PR01/IDE SEGURE BLOGKIN6 �OR P�LL GR,4B BARS PER PL�N, G?�PP�BLE OF SUPPORTIN6 P� 300# IMPAGT L0,4D. T. STI�IRS AND GU,hRDR,41L5 1. PROVIDE A� ST�IRYVIkY WIDTH OF 36" MINIMUM, RISER HEIGHT OF '1-3/a' MpJCIMUM, MINIMUM TREf�D LENGTH OF 10" AND h 3/8" MpJCM�M VARIP�TION. R N051NG OF NOT LE55 TNPd�I �" OR MOf�:= TM�. 1-��4" 15 REQUIRED Ol�t STP�IRYV/�Y5 WITH 50LID RISE;� UNLE55 TREf�D DEPTH 15 11" OR GRE,4TER. 2. H/hhtDRP�ILS SH�rLL BE PROVIDED OTJ frT LEP�ST ONE 51DE OF �LIGHT� WITH 4 OR MORE RI5EFz5. 3. Hf�NDRf}IL5 SHP�LL BE PLAGED 34" TO 38" OFF N051NG P�ND SPP�GED 1-1/2" MINIMUM OFF WP�LL. {NITH f� 1-1/2" TO 2" DIf�METER, SMOOTH GRASP f�ND lk NEWEL OR REIURN 1- 1/4" �T ENDS. 4. PROYIDE 80" MINIMUM GLF�R HF�hDROOM ,4BOVE STfrIR N051NG. 5. PROVIDE G!J:4RDRAILS FOR f4REP5 30" ABOVE GRADE OR P�DJRGENT FE.00RS, WITH ,°� MINIMUM HEIGHT OF 36" P�ND INTERMEDIf�'E Bf�LU5TER5 OR_RP.ILS SPAGED 50 TH�T ' � �}" SPHERE.GPd�i�IOT PA55 THROUGH. 6. ENGL05ED t�ABLE SPAGE UNDER STAIRS SHALL HAVE 1/2" 6WB, FIRET?-PED ON YVALLS f�Nb 50FFIT5. PROVIDE FIREBLOGKING I� GOtJGEALEID SPAGES BETWEEN STf�IR STRINGERS f�T TOP ftND BOTTOM OF RUN frND 6ETWEEN 5TUD5 ,4LONG f�fitI7 IN LINE YVITH RUhI OF 5T/'�IRS, IF THE WP�LL UNDER TH� ST�IRS 15 UNFIh115HED. N. TfZU55E5 1. PRE-FJ�BRIGf�TED TRU55E5 5H?�LL BE DE516h1ED BY � U. ENERGY �ND VENTIL�TfON WP�SHINGTOi�I ST�TE LIGENSED STRUGTURftL ENGINEER P�hID 1. EXTERIOR �OINTS /S.ROUND WihlDOW P�1�iD. DOOR Ihl AGGORDP.NGE WITH THE PL{�N REQUIREMENTS. SUBMIT. FRAMES, OPEh11K�55 6ETWEEN WA�LLS AND FOUNDf�TIONS, GOMPLETE SHOP DRIkWIN65 WITH ENGI1�lEER'S SEHL FOR BETWEEhI WALL5 {�h1D ROOF, AND BETYVEEN WP.LL PANELS; P.PPROVP�L PRIOR TO F�4BRIGP�TION. TRU55E5 MUST BE OPENINGS P�T P�ETRP�TIOIJS OF.UTILITY SERVIGES 5T/�MPED BY �N P.PPRO�/ED MANUFP�GTURER OR BY � THROUGH WA�LL�, ROOF ?�tJD FLOORS; �ND OTHER SUGH QUfrLIN GONTROL P�GENGY StJGH P�5 WASHING70N WOOD OPENINGS IN THL BUILDING Eh1VELOPE, Ii�IGLUDING ,4GGE55 TRU55 FABRIG/hTORS GOUNUL. P/}NELS INTO U1�;�EP.TED 5P,4GE5, SH�LL BE SF�LED, 2 GONTR�4GTOR SH�LL VERIFY EXA�GT 5PAN5 PRIOR TO GA�ULKED, GASK-�TED OR WF}�THER-STRIPPED TO LIMIT ftlR FP�BRIG,�TION. LEAKfiGE. WEAFrIER-STRIP EXTERIOR DOORS P�iJD DOORS 3. .,�PPRO�/ED Hf�NGEfZS MUST BE USED ,4T ?�LL f�DJOiNING UNHE�TED SPAGES. EXTERIOR OPENINGS GONNEGTIONS OF RP�FTERS, JfiGKS, OR HIP iRU55E5 TO � EXP05ED TO Y�l�ATHER 5Hf4LL BE FL.f�SHED IN SUGH ,4 MP�IN GIRDER TRU55. NON-BEP.RIIJG Pf4RTIT10N5 BELOW Ml�NhlER f�5 TO MlhKE THENt WEATHERPROOF. f�LL TRU55E5 SHf�LL BE SEPf�R�T�D FROM TRU55 WITH �LP.SHING, GOUKiER �LASHING �lD GOPING, WHEN OF 51MP50N 5TG FftSTENERS. METP�L, SHf�LL E� iJOT < 26 GA GORR0510N RE515TP�NT ,4: TRU55E5 SHfrLL BE BRAGED TD PREVENT ROTf�TION METfiL. f�ND PROVIDE LP�TERf�L STHSILITY AND INSTP�LLED IN 2. PROVIDE �':�POR BARRIERS /�T WARM 51DE IN WINTER P�GGORDANGE WITH THE IhlDIVIDUhL TRU55 DE51GiJ OF IN5UL,4TED 'r�SEMBLIES, EXGEPT ?�T INSULP�TED Y`lP�LLS PROVIDED BY THE MP�NUFP.GTl1RER. WITH W.P. YVf�LL 30ARD P�ND �'.T SHOWER GEILINGS. 3. PROVIDE 6 MIL, BLf�GK, �.ND POLYETHYLENE GROUND O. SKYLIGHTS GOVER �T GRP.�`1L 5PAGE5. OVERL�P 12" MINIMUM P�ND 1. GLP.ZING SHf�LL BE I�:'�UL�TED, FULLY TEMPERED, �END TO FOI�`IDf�TION W�°.LL LdtMINP.�D GLA55 WITH MIN; .015" POLYVINYL BUTYRf�L �• INSULhTE FLOORS, Wf�.LLS P.ND ROOF PER PLAN TO INTER L.P�YER. P.GHIEVE PROP�¢ DEN51TIE5 �ND R-Vf}L.UES 2. PROVIDE P� MINIMUM 4" GURB, FI�SHED /hND GOUNTER �• FAGED IN�!.��T�ON TO BE F/hGE ST�PLED: FLf�SNED �T TOP P�ND BOTTOM �4ND STEP FLASH 51DE5. 6• Ih15UL4TE fs'JT P�IR i7UGT5 IN NON-HEP.TED 5PRGE5 TO THE UNIT SHP�LL H?�VE P� GONDENSP�TION GUTTER f�T THE R-8. LOWER EtJD. IN5T�4LL PER M?�NU�,4GllJRER'S IhlSTRUGTIONS, 7• INSULf�TE <�°" I�T PERIMETER OF SLf�BS P�T HF�TED PIN15H AND FLARE WELL TO GEILiNG PER PLANS. ROOMS WITH R-f0 RIGID INSULf�TION. S. IN5ULI�TE FOT Y`W�TER PIPES TO R-4: 9. PROVIDE �3 GPM. FLOW tZESTRIGTORS P.T SHOWERS. P. EMERGENGY �G^RESS �p, }�{p�'�R FiE�TERS P�NI7 HEATING EQUIPMENT SHP�LL 1. EVERY. SLEEPING ROC?'-�. P�ND r��.SEMENT SH�LL H�VE MEET 1qS� N,°�E�A. ONE OPENABLE EMERG�hlGY E�G,�LPE �thtD RESGUE � �. �LEGTRIG �`/V TA1�1K5 IiJ NO1J-HE}kTED SPP�GES SHA.LL BE OI'ENING. THE OPENIN6 SHf�L HA�/E ft Mf�XIMUM 51LL PLp,GED ON f� h�N-GOMPRE551BLE SURFAGE AND THE HEIGHT OF 44" P�BOVE THE FLC�02; ?� NET GLEf�R OPENING FLOOR INSUL,�iLD TO R-10. OF 5.7 5Q. FT., f� MINIML'P�i G�EAR HEIGHT OF 24", f4 MINIMUM 12. H�/p,G EQUr�MENT SHf�LL BE 51ZED TO P� MINIMUM OF GLEf�iR WIDTH OF 20" /tND SHf�LL BE OPERf�BLE FROM THE �pp% ftND Mf�?Cc�'(UM OF 200% OF THE DE51GN LOf�D (UNO). IN51I7E WITHOUT SPEGIRL TOOLS OR KEYS. GRP�DE FLOOR INSTP�LLING GONTRf�GTOR SHP�LL PROVIDE 51ZING f�ND OPENINGS M/�Y HP��JE f� NEr GLEf�R MINIMUM OPENING OF 5 HEAT L055 GP�GS. 5Q. FT. 13. REGE55ED LIGHTING SHf�LL BE T`(PE 1G OR NO1J 1G Ihl51DE AfR-TIUtiT f�55EMBLY (1/2" GWB BOX). Q. SMOKE/G�RBOiv MONOXIDE ,�L�RMS �q.. ��HD yt;yD B,+�F�LES TO �; POINT 12" VERTIGALLY 1. SMOKE �LARMS SH�LL gE MOUNTED IN EAGH SLEEPING p,BOVE THE TO� OF INSUL.RTION. ROOM A�ND SHALL BE MOUN?�D ON THE GEILIN6 OR V�IALL . -- � ---- ----- --�`- OUT5IDE Ef�GH SEPA�RP�TE SLEEPII�IG f�RE� IN THE GEhiER�L 15. 50URGE SF�GI�IG YENTILf�TIOiJ REQUIREMENTS: VIGINITY OF THE BEDROOMS. IN DYVELLIhlGS WITH MORE EXHAUST FP�N %G2UIREMEtJTS: B�THROOMS, LAUNDRIES THi4N ONE STORY OR WITH ft Bf�SEMEhIT P�ND/OR P�h1D POYVDER �ODMS 5H,4LL H�VE NIINIMUNi 50 GFM �.25 H�tBIT�BLE P�TfIG, A SMOKE �1.frRM SH�LL BE IN5T,4LLED W.G. KITGHENS SHf�LL HAVE MINIMUM 100 G�M �.25 W.G. O1J F}kGH STO�Y {�ND Ihl THE BPSEMEhIT. IN SPUT LEVEL Rf�NGE HDOD ��NS. STRUGTURES, PROVIDE SMOKE ,4LftRMS ON UPPER LE1/EL, 16. EXHP.UST D�JGT REQUIREMENT9: DUGTS TO BE INSULhTED UhlLE55 SLEEPING ROOMS �RE LOGP�TED ON THE LOWER TO R-4 IN UhIGCNDITIONED SPf�GES BE EQUIPPED WITH ?� LEVEL, THEN SMOIGE AL.P�RMS ARE REQUIRED ON BOTH BP�GK DRP�FT G�MPER, T�RMIN,4TE OUT5IDE THE BUILDIh1G LEVELS. i4LL SMOKE f�Lf�R�(5 SHP�LL BE ,�UDIBLE IN ENVELOPE. � BEDROOMS. 1�. P� PERMf�NE`lT GERTIFIGATE SHP�L.L BE P05TED WITHIN 3' 2. SMOKE P�LP�RMS SHP�LL BE DIREGT WIR.ED TO OF ELEG PA�NE� . IT SHA�LL LIST THE TYPE f�ND EFFIUENGY BUILDING POWER IN NEW GONSTRUGTION WITHOUT P� OF HEATING A,�.� WhTER HEf�TING EGZUIP. IT MUST GO1�lT�kIN DISGONNEGT SWITGH OTHER THP�N POR O�/ERGURRENT DUGT LEAKf�G� R/�TES P�1�lD AIR LE4KAGE RE5ULT5 IP PROTEGTION rhND MUST Hr4VE Bf�TTERY BAGK-UP. frLL BLOWER DOO� TEST WA5 GONDUGT�D. h OTHERS MAY BE B�TTERY OPER,4TED. 18. DUGTS SHP� L BE LE,4K TESTED IN ,°�GGORDf�NGE WITH 3. WHEN MORE THAN ONE :41_?�RM 15 REQUIRED, THEY MUST R5-33 U51NG h��JC LEAKP�GE R?�TES PER 504:10.3. BE INTERGONNEGTED ?�Ni7 ONE P�LARM WILL �GTI�/P�TE ?�LL. 1q. BUILDING E�/ELOPE LEP�KfrGE GONTROL SHP�LL BE NOT 4. FOR NEW GONSTRUGTION A GP�RBON MONOXIDE AI�RM > 5 AIR GHP�NG-=5 PER HOUR WHEhI TESTED WITH BLOWER SHALL BE INSTALLED OUT5IDE EAGH SEPP.R�TE SLEEf ING DOOR. p�R�p, 20. �t MINIMUM OF �15% OF f�LL INTER►OR:LUMINP�IRES P�ND ALL TDOOR LUMINAIRES SHALL BE HIGH EFFIGAGY. R. SEGURIIY ___ _ � _ -� - - ._-- ��Pp+��- � �, �` .. DOORS WITH ,4 M N 1�fUM 1% �TNTR WGDEP�D BOLT�WITH +� � R��Ui►lF LOGKS OPERhBLE WITHOUT SPEGIP.L KNOWLEDGE, KEYS �� OR EFFORT. � e�� 2. PROVIDE SEGURITY FOR WltJDOWS < 10' FROM FI��FI�S��1�� i�i OV�I �9 8�1�'3�8� t0 @ifQl'S HI1d Oiiil��ld��. E(�CtCi �w�E. � ��Po��i of cons�rus�i�n d�t��t��#� d�s� �to� at�fi�atize t� P�um r 5. G�R�rGE 5EP,4RI�TION �he yioi�i'ti�n �f �� dop�e� ��d� �r ordin�rtcA. RGC�i�t � Gas Pi� 1. GARI�GE/DWELLING SEPf�R,�TION SHP�LL GON51�f�p�o�s�ad Fi�Id �g�y �n �fi�l�lQ�131$ 8C�C�l0irY1��C�: (�j� 0� T FIRETAPED 1/2" GWB, faPPLIED TO THE Gf4R,�GE 51D ALL GP�RA6E SURF�GES ?�DJOINIh1G DWELLINGS, LIVING, ��!� ��•�t� � �TTIG P�ND GR?.WL SPf�GES. STRUGTUR,�L SUPPORTS FOR �+�(: � ` Qt� DWELLING SPAGES 5H?.LL AL50 BE WRr+�PPED WITH S�ME. .�/j�� ;;'� 2. . G/kRf�GE GEILING WITH LIYIt�iG SPttGE f�BOVE 5H?�LL Q�$� /`►'�`� , d!, �,�,,,��,� +<•�;�rT T i!>di U5E 5/8" GWB T`(PE "X". �� 'l I 3. ftlR DUGTS PEhlETR.4TING THE SEPP�R,�TION SHP�LL BE �i,iti �� `�'�� 26 GAUGE OFZ HAVE ,4N P.PPROVED Dp.MPER. p� �'� y �j��:. ��k".�_7b. . 5. DOORS FROM GARP�GE TO Dl^lELLING SH,�tLL BE 67��LD��IG DI�lSI�� AT� C? ��w��`e`; i�,l 1-3/8" 50LID GORE, � REViStONS Mo changes sha11 be made to thA scope of yvork ��,rithout prior approval of Tuk�viia Buiiding Division. t��JT�:: F�visio�s �vill r�quire a new pian submittal and may inc.ud� ad�itionai plan reviev�r fces. � �,,,,�,�,�,,,;,.m...�., - - ___ _ _ ___ __ _ . _ . ., . `�� _ D�51G1� LO,�DS GODES 2012 INTERN�4TIONAL: RE5IDENTIftL GODE WITH WASHINGTON STftTE AND SEf�TTLE �MENDMENT5 IF �PPLIGftBLE f4ND 2012 YVASHINGTON 5T,4�E Ei�IERGY GODE.. L;�TER,�L: ,4N�4LY515 �'+ 2012 IN�fERNATIONP�L BUILDING CADE � ftSGE 'i-10 MWFRS DIREGTIONftL PROGEDURE(wind) . PSGE 'i-10 51MPLIFI�D(5ei5mic) DE51GN LOr�DS . ROOF: 15 P5F DEP�D LOAD 25 P5F LIVE LOP�D FLOOR: 10 P5F 17F�17 LOAD 40 P5P LIVE LOP�D 30 P5F(SLEEPING RM) �mG� 10 P5F(NO STORAGE) 20 P5F(STOR�tiGE) . . � . DEGK: 10 P5F DEftD LOAD � 40 P5F LIVE LOftD . SThIRS: GUARD/H�NDRAIL: 200# PT LO?.D ca� THE TOP OF RAIL ULTIMATE DE51GfJ WIND.SPEEI7: 110 MPH/85 NOMINAL WIND EXP05URE G�rTEGORY: B RISK G/4TEGORY: � 11 . METHODi . P�SGE "1-10 MWFRS TOPOGRAPHIG FP�GTOR: Kzt = + GOMPONENTS and GLADDING: 16 P5F (min) . ItJTEiZN,hL PRE55URE GOEF: +% .55 . 5EI5MIG DE516N Gf�TEGORY:. . D 5EI5MIG.IMPORI",4T�lGE FP�GTOR: 1.0 51TE GLA55: : p . PROGEDURE U5ED: ASGE �-10 51MPLIFIED SHORT PERIOD �GGELERhTION:. ` i .7/�j. 1 SFGOND AGGELERrhTON: ��-U . 5EI5MIG FORGE RE515TING 5Y5TEM: 1�.15 RE5PO1�I5E MODIFIG,hTION FAGTOR: 6.5 DE51GN BPSE 5HF}}kR: : (p 5�j� SPEGTR�L RE5PON5E P�GGEL.: 0.83 (Short perlod) 0.43 (1 second) 501L BEARIh1G GAP�GIN ?55UMED f4T ��jdD. P5F (N PLAN9 OR A 501L5 REPORT BY f� QUP�LtFIED 501L5 EIJGITJEER. E,�RTH PRE55URE ,455UMED P�T 60 PGF EQUN.�L.ENT FLUID PRE55URE FOR BPSEMEhlT WALLS AhID 30 PG� FOR G.4NTILEVER RET,4fNING WALLS. GONGRETE STRENGTH OF GONGRETE SHf�LL BE fG= 2500 P51 MIN►MUM FOR GONGRETE h10T EXP05ED TO 1^lE,4TNER EXGEPT Gf�RAGE FLOOR 5L,4B5. MINIMUM GOMPRE551�/E STR�NGTH: 2500 P51 �4T 28 DAYS 5 1/2 SAGK GEMENT PER GU/YD,. M�X. 6 G?�L. WA�TER PER �I4 LB. SAGK OF GEMENT: MfiJ< SLUMP 4", M,°JCIMUM AGGREGftTE 51ZE 1-1/2" STRENGTH OF GONGRETE SHALL BE 3000 P51 f�T 28 DAYS, 5 Y� SfrGK GEMENT PER GU/YD, P�R GOtJGRETE EXP05ED TO WEP�THER, GARAGE FLOOR 5LAB5 i�TJD f'ORGHES al`lD RET�ININ6 WALLS EXP05ED TO WF�THER. �XTERIOR Wf4LK5 fWD 5LAB5 TO BE ,41R ENTRA � ��io r�oR Mo� rF-+,�K -r�o: . � �EV1�iN�D FQf�� REINFORGING STEEL f�STM ,+�-615 GR�DE 40 FR}�MING LUMBER (UNLE55 OTHERYVISE NOTED ON P PLf�T�S ,4ND 51LL5_ 57UD5 J015T5 AND R,�PTERS P05T5 AND HEADERS BEf�MS 6LU-1..�M BEAMS (51MPLE SP,�N) GLU-LAM BF}�M5 (OVERH,4NGING) DEGK J015T5' � DEGK BEf�MS _ _ HF"SIUD GRfiDE" NF#2 OR "TJI" DF#2 DF#2 OR" P/�Rf}LL.�4M" 24P-V4 _ 24P-Y8 P.T. HF, #2 P.T. DF #2 .. . � ••• , •..�., CiTY OF TUKWILA �""`.. JU�d 2 3 2016 FOR� City of Tukwila �� PUBLIC WOCICS � p� JU� L d �� cRMIT CENTER � M 5-�Nf7ER50N aE51GN, P.S. tft��'� REsrDexn,ai. �vz�rrEcru� �� -��t� - I t�G �- �� GfrTHERINE RT�IDERSON REGI5TERED ARGHITEGT 1q626 'I6TH Ave. N1 #A Lynnwood, WA 98036 (425) Tfb-6766 TELEPHONE � DAT� (p-�] � �.� SHE�T I �� f� r �� ,�� un� ��„� ;, n � 0 a� �x i� r� � / �� __I� w��-, �� g „�� , �� 1 x� I a,,n� ,�► .yo „s. ' . � NEC 250.52 Grounding Electrodes. � A concrete encased grounding electrode- is required in all new concrete footings. The eiectrade shall consist of at least 20 feet of 1/�" or larger reinforcernent bar or Bare copper conductor not smaller than 4 AWG, and shail be located harizontally within that portian af a cancrete foundatian ar footing that is in direct cantact with the earth & encased by at least 2" af concrete. (NQTE: 20 faot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude S" min. above top af foundation «all near lacation of power panel.) � ;.�. ; ,,� ��u,a,�, �{� �,w� FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) iill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy speciiications as outlined for footing/foundation construction. Geotech en�ineers report shall be presented to the building insqector at time of footin inspection. SHEARWALL & HOLD�WN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SV1� above, and gable-end same as shearwall (S111� below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2%", 10d=0.148"x3", 12d=0.148"x3'/<", 16d=0.162"x3%", 16d sinker-0.148"x3'/.". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong-Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd wf (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOVI/N SCHEDULE °ate: 4�25�20'6 Job #: Doak lot 4 MARK HOLDOWN / FASTENERS TO FOUNDATION STRAP" 1) (2)-STUDS MIN U.N.O. ANCHOR "(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARUVALL SCHEDULE oate: 4�25�20,6 Job #: Doak lot 4. SHEATHING - APPLY TO SHEATHING EDGE NAILS •(5) ROOF TO TOP PLATE, MARK BASE PLATE SILL PLATE ANCHORS w/ 2 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED ,� FLOOR TO TOP PLATE '� ) NAILS (5) 3" x 3" x 1/4" WASHERS * 8 U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE'(6) � � SW-1 7/16" OSB 8d @ 6" o/c (12" o% field) 16d @ 6" o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW-2 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6" o/c A35 @ 14 " o/c 5/8"f71x10" AB's @ 40 " o/c � a � � . ! � n 1 7 � • ,� � L � b � � —� �--'�=-- - �--- -- -° — " � -. - . Scal e: 1 " = 1'-O" I�� :_. , � �_- � � 0 IDENTIFY LOT LINES IDENTIFY LOT LIN�S Lot lines shall be established on site and made visible to ��erif�� distance of building setbacks tlie from lot lines, at time of footi�ig/foundation inspection, prior to pouring concrete. A surve�� may be required to ��erify lot lines. PLEASE NOTE: Setback(sj sl�all be calculated anci ineasured froT�� the buildings finish face or corner of the builcting nearest tlie propert3� line and not necessaril�- measured from the exterior foundation. �� `�. pL �� i�� 01 �p16 \ �� . o'��`�1s�pt� � GtQ��j� � �� J,4M�5-�Ni7ER50N I7ESIGN, P.S. RESlfJENTlAL ARGI�lTEGTURE � ��// G � RECEiVED �1TV OF TUKWILA .�� 0 2��6 PERM(T CENTER : . �.4 .; �� .! ��a� 4. . ��= N n o� �� GA INE AND RSON REGIS'TEREU ARGHITEGT 1962 6TH Ave. W. #A Lynnwood, WA 48036 - (425) Ti6-6"166 TELEPHONE DATE (Q—� ' �% SHEET � � ' �� . �� _ ' " � ,� i 2� � �,`�� i I�f1 �I �', �'I �!' ,2t 2'1 . . . , CG' �'� ��'� _ �� . ,� � i 4�,� �,, �l ��- - � �� Cr�N� � �:� ��,-� i � n � zG�� r �O ,•� � . ,�� Z �l . . ... _ ; — . . .._...,_._.- - _ . . . � _ .. • � � � �I� �G�� ,►,�� I �� _ � � . - b ` �� 9 ------ �,i� � _, (� -I g � �°� � _� � -' �-p � o � - � f� �,l - - - `(1 I��' ,,!"� ' I c{l v� `1 �-'� o�F �I �" - - .� a ,��' �� 2 � �9 � � � �� ,. _� � � � _L_ �Fi� � � �� _ � , _ Ny � �, � � � � ,i Qj=� � _.�:'� � �� , � - � � , - � �-�- �b ��'j _ v"I�� % ^ , �' � • _— - __ � c� 7.�1v �1tGl� ,L � , 2�, � _ N . : ' � � G — , � M „� �j '�� i — � __\._ � _ - �.� �� 5� ��g� - ,� �l - _, ��-�. I � � MI� ��N , �1 �I/� ��k c� , � Hv�l. � �, Ii � , . ;: - ��—�'—i'� � ' , � ; �li , 3 , ��F►'� � r�'�r•IG �r�`� .�T _ _ 2 / � _ _ . � _ _ � � —1 ��' �1�t� ,ti�t-� � ' � � � . — � � v�� . � �. - . r �.�-�►,��►� uv��►� N � -` � _ a -� � N . . _ � i'��( M �- . _ �� , . m 2� �,�o� ��, c� �r �= r� �, � -�- �+� � _ � �� . . �� '� � �� ,, ; 3r� � N --� 2- : �'��► �� , � G.a u �► G� � � � �x� ��v�.� , � -� � - - --- _ � �- � '�''�.�..y L ^ � _� �� , �V _� . - �1 � �� _ i _ /.�' � � . � - - � . � . � _ � --- _ — o + � z � — � � � �I 'l� G�'b`'�J �` i . t i a � i �+ � �-~ _ . �. . - �� r �' ' �- 1.�� ' �'Z� '�' � � � � G� � (1 � T° _ . = �� t�taa_. _ _ � . (;�a-� � - ; � � , -_ � - -� � _ � I � _ � �I _, � � , �1�� `„r,�� s - - I�IYI �� /�y � � � � _ - _ . � �� _ . � c� � +� _ _ � �' � � � �� _ �°°C � ��'� . � . F,,�- C � � �I � � �' . � �� _ � . �� .� I I',� 'Z � '�' � �=ia� — - ` � � ,, � i',� �� , � - r �b �� ; t�)� , � � � �� c � _ , � ��. . �, �� ' ��.��.v�o F° �� - � ,�. � I � �lr� � � � �- ��r��-��`� . .�� i°�o �QD� C��'� ._ t+ � � �. �"'�� —�C �! � �`�. � � ' JUL O 1 2016 I I' � �' i I �'�� I � -- . .. , . ,�� Cif.y c��tS��N - � SG,�LE 1 �� - q,�_O�� gutLplltl� � C . ' . . __ . . • . . � . . . _.. _.. _ . � Adequate ground ladder access shall be provided to RECEIVED � � all rescue windows above the first story. Landscape a flat, 12 CITY UF TUKW��A �G�LE 1" = 4'-O" � foot deep by 4 foot wide area below each required rescue - --- --- window. No fence other than a wood fence shall be allowed in this �j�� 2 0 2016 . location. Fire department should have the ability to easily remove that �,ER��T CENTER �� C��Y portion of the fence as necessary. FIizST �LOOR: 714 �� - SEGOND �LO.OR: �8� '� Jr�MES—�NI7ER50N i7�51GN, P.5. TOT,�L: + �� C � RESIDENT/AL ARGHliEG7URE �. � ., G,�R,�G�: �O � ��i� � ��',�- �'�`� � f �'� � � ` GOYERED i�Oi�GH: 45 :• � �� . � I - _-- �,��.. �� THERINE ANDER50N � REGISTERED ,4RGHITEGT 26 '16TH Ave. W. #A Lynnwood, YVA 98036 ''`Y . (�}25) TI6-6766 TELEPHONE Y -r — /J i. � � . a�� . �� , � . � %i� / .,.,,_ . �- $,•,.. .,w..._ � . �„�.v � .w ,u�, � . , w° �m �, a.. ___ , , . �.� ''°� �iro. ,�n,�iry ��r{,a "k� ....�. ma.dn., a:+�w��w� ma=: � qre.� ��, � � ��S / r � '- , � I �p! r.� � �� a ,, �: . = . � ta ...�._. ....... � u,d• ; �� . � � �� uE�� ,, R�� T��KW1tA �,T ,�TTIG Y�1�TIL,�TION SUMM�4RY 9U� 2 � 2Q�� TTIG P�RE� = 1030.5 5Q FT X 144 = 1148392 5Q INGHE��RM�T CENTER DI�lIDEI? BY 300= 4q5 5Q INGHES REQUIRED E�YE YENTII�G= 210 sq, in. 1- 18" x 30" G}�BLE END VENT = 325 SQ INGHES NET �REE (3) 50 5Q Ii�GH NET FREE ROOF J�GKS= 150 5Q IN TOT�L PROYIDED= 685 5Q IN > 495 REQ � 'e "� .".�:1 �«v . i �1 ea,,:.4f�:.'Y"„'`°i�i� / J,�MES-,�NaER50N S7ESIGN, P.S. RF5/DENTIAL ARGHITEGTURE ba�- �� '�'� , � �� GftTHERINE ANDERSOhI REGISTERED ARGHITEGT 19626 "16TH Ave. W. #A Lynnwood, 1^lA 98036 \ (425) Tib-6?66 TELEPHONE DATE tl -7��Y SHEET � "E' . � �C�Li�� .��°cT�C�� • _ SGP�LE 1" = 4'-O" " �� 1 � �� X ��'�� '� SG�LE 1" = 4'-O" _----- ' � �;��`i �-�L.��I,�T��1� :� � � . ___ 5G;4LE 1" = 4'-O" ..-- -- _. _ . . ��. O ��a�� i 'V I� . � 5r- 1, � �„ _ ,x,,_n,� � � :R SVc/- I • �• PIRST FLOOR SHE,�f�Y�,�LL L�YOUT 1/8"=1'—O" , ; � � SEGONt� FL40R SHE,�'RW,�LL L,�YOUT 1/8"=1'—O" GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCA� JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTtNG SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_AND GREATER): DF-L#2 JOISTS / STUDS (2x�: HF#2 / STUD GLUE LAMINATED BEAMS (GLB) 24F-V4 (24F-V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7l16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WtND DESIGN CRITERIA : RISK CATEGORY: II ULTIMATE DESIGN WIND SPEED: 110 MPH WIND EXPOSURE: B INTERNAL PRESSURE COEF: +/- .55 COMPONENTS & CLADDING: 16 PSF (min) SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 R=6.5 RISK CATEGORY, II SS = 1.25 SITE CLASS, D S� = 0.40 SEISMIC DESIGN CAT., D SpS = 0.83 SEISMIC FORCE RES. SYS, A.15. So� = 0.43 DESIGN BASE SHEAR = 6584 CS = 0.13 '1ix. �''af� f� ��•*i� / �. � �'�G � __ � I � �"� SHEARWALL � HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of sheanvall u.n.o. Install per manufacturer recommendations for foundafion minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearvvall (SV1n above, and gable-end same as shearwall (SV1� below. {3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Commori nails, UNO: 8d=0.131"x2%s", 10d=0.148"x3", 12d=0.148"x3'/<", 16d=0.162"x3'/2', 16d sinker=0.148"x3%<". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sili plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, instail A35's at roof solid blk'ing to SW top pfate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong-Tie or equal. '(7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at 'abutting panel edges. ',,(8) Anchor boits shall be embedded at least T into concrete; 'there shali be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE °ate: 4r�5�2o'6 Job #: Doak lot 4 MARK HOLDOWN / FASTENERS TO FOUNDATION COMMENTS STRAP "(1) (2)-STUDS MIN U.N.O. ANCHOR *(1j(4) T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARliVALL SCHEDULE oate: 4�25izo�s Job #: Doak lot 4 SHEATHING - APPLY TO SHEATHING EDGE NAILS'(5) ROOF TO TOP PLATE, MARK BASE PLATE FLOOR TO TOP PLATE SILL PLATE ANCHORS w/ ,�2� 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS "(5) 3" x 3" x 1/4" WASHERS *(8) U.N.O. BELOW *(9) (do not penetrate past flush) & SILL PLATE *(6) SW-1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6" o/c A35 @ 16 " o/c 5/8"f71x10" AB's @ 48 " o/c SW-2 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6" o/c A35 @ 14 " o/c 5/8"0x10" AB's @ 40 " o/c s ^ � •� o - - �. --_ P _ . ..-- - - A.: _ � ��:. �^,� r1�r,.� !.,r.�irv►� ,. � Y �� 2 �,G, ��.y,/ TZ-� � o� �-o.��- i , � li��X� L.1_�►�:8�. . ��.%.� ��4J � � ►-�� -�'�=l �r �A � ;� � � �M�il�.---- -� ��/ i� I �''� � P� / �° �'.�� `�/. �"x- -'x �i�►�d' �,v�� i,. � G�—IG. ..'�-.1hl�W -� �,�� +�,��w��.�. ��-,�i� 5cale: no 5cale � ��b��" � � �. # ��,. �� 5ix� ; � �� , �� '��(�� ,Q �� Q�� v�. O 1 . ��"C��`��ON . C`'`p��y�'� ��. ��F T}U��l1�A C�TY S�� 2 Q 2�� ,�RNIIT CENTER �� -�� /�Y i �%�I' `_' c�t�t€ � SiATE � I�tA��oit�l JhMES—,4Ni7ER50N I�E51GN, P.S. RE5/DENT/AL. ARGM/TEGTURE �� ,�'° ! �� y�� y �' GA7HERINE ANDER50N REGISTERED ARGHITEGT 19626 "16TH ,4ve. W. �A Lynnwood, WA 98036 (425) ?'16-6166 TELFpHONE DATE ��.�� , - { C � •� x-•-.3 ' . iih. R mi� • �.,L . . aL "'�., } ' � -1' ' i-� 3 ,� t , � f ,�. .z^� t .�'x F'� �lllQl�i° D�L�J 7?i1k..ky�i�-y�' -V%..�� {`3� -�FST �. :...1:.��.<.3..��4_„a��.�n'�,_ V.d�..,F��f�it.:�,{.....�rr�... �,�_..;�c.� ...n...�: i�'�,.% ds..._,..,.�.�z... =r_.. � . � : � .. � . � . R-Value � U-Factor' � . . Fenest�ation U=Factoc. . ' Na 0.30 - �� Skylight U-Factor _ . � � � � n/a � 0.50 � �., Glazed Fene.stration.SHGC •.. •� n/a. � n/a -- � � � . Ceiling ;� . . 4 0.026 '•' Wood Frame Wall � . � : •� ..� . . •' 21 int 0.056 .� Mass. Wall R-Val.ue.� . '.' 21/21 0.056 ' � Floor . . . 309 0.029 .. Below.Grade W.all..� .�. � 10/15/21 int + TB 0.042 . . Slab .R-Value & Depth 10, 2 ft n/a ". "Table R402:1.1 and Ta61eR402:1;3 Footnotes inclucled on.Page 2. . � Each dwelling unit in one and fwo-familv dwellinqs and townhouses, as de�ned in Section 101.2 of the ]nternational Residentiat Code shall comply with suf�cient options from Table R406.2 so as to achieve the following minimum. numb.er of credits: �, Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration . area. Additions to existing building that are less than 750 square feet of heated floor area. 2. Medium Dwelling Unit: 1.5 points . � dd' io s over 750 s Uare feet. All dwelling units that are not included in #1 or #3, inc(uding a it n q ❑3: Large Dwelling Unit: 2.5 points , Dwelling units exceeding 5000 square.feet of conditioned floor area. � ❑4. Dwelling unit bther than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the lnfernational Residential Code � . Table R406.2 Samma .ry . . � � � . =. . �' . � � . . � �: . : � . . . . . • O tion Description. . . . . . . . . . Gredit s . . . � . . . � . 1a . Efficient•Building Ehvelope:1a. - �. � . � . 0.5: � . � ' � � .. . . 1b •' Efficient Buildin Envelo e 1b �,� 1:0 � � . � � • � � . 9 . . P . ❑ .. . . . 1 c. , . E�cient Building Envelope 1 c_ ; : . . � 2.0 . . � �. �� : . . - : � 2a : � AirL.eakage Control and Effjcient Ventilation 2a: � � � 0:5 �... ..� : � . �' � .. � . . � . � _ � . � . . � . . 26. '-:.. Air Leakage .Control and Efficient Ventilation 2b . - 1.0: . . : . . . � � . _ ' . . � � .2c_:'� . Air Leakage Control'arrd.Efficient_Ventilation �2c..' .. . �� 1:5 ': . � . �. ' . �.. . � . . ' � . . � . . . .. . " 3a Hiyh E.fficiency HVAC 3a. . � � � _0.5 : . � . . . . . � . � . 3b. ' High Efficiency HVAC.�3b ', .� . � . . . ' ' 1:0 � .. . 0 . ' . � . ' ' . 3c High Efficiency HVAG 3c� . . � .. . 2.0 � �. � � . . .. .. � . � . �.. 3d� � High €ffcieney.HVAC 3d ,. . . . .• .1.0 • � . . . . . � 4 High Efficiency_ HVAC Distribution System . - � 1.0� . �` . � � . . � . . . • . 5a� . � Efficient Water.Heating. • � 0 5 � . • �5b . .�� Efficient.Water.Heating. . � 1 5 . � �_ � �� . � . � . . . .. . .. . � . �. . `� . 6. � . � Renewable Electric Ene�gy � ' . 0,5 .. ".1200.kwh � . � ' 0:0 � � . ToEal Credifs . . . . � . � : . � . � . . .. . . . , j : � . � . � .� . . . .� � . . �- . - PROPOSED EFFICIENT WATER HEATING 5b: 1.5 ENERGY CREDITS ' Water heating system shall include one of the following: � Gas water�heater with a minimum EF of 0.82 , � To qualify. to claim this credit, the building permit drawings shall specify the option � being selected and shall specify fhe water heater equipment type and the minimum equipment efficiency R403.1.1 Programmable At least one thermostat shall be capable of controlling the heating and cooling _ system on a daily schedule to maintain different temperature set points at different times of the day. The thermostat shall allow for, at a minimum, a 5 -2 programmable schedule (weekdays/weekends) and be capable of providing at least two programmable setback periods per day. � Width Height Ref. U-factor Qt. Feef �"�n Feet �"°n Area UA Exempt Swinging Door (24 sq,ft. max.) 2 � '*� '� OOT �;; �,`�� " ? �:�,� s ,� ��`�� ,,;;: Exempt Glazed�Fenestration (15_sq. ft. max.) � °'� '�� °� �� z� � �� ; h"' �� +;'� „ _ �_.�,_.� , „��,.;� ,-.;.�.. ,�..��-, �.>x. , . °. �.�,,. Vertical Fenestration (Windows and doors) Component Width Height Qt. Feet �"On Feet �"�n � ��.� ' � '� �K u ,+� r �� . } 6 ��,� ��<..4 � 17.8 17.78 0.0 0.00 Area UA 6.0 1.80 72.0 21.60 2�.0 8.10 14A 4.20 30,0 9.00 27.0 ' 8.10 ;�'�� ;�� '� � � � 9.0 2.70 r� � � �� .�� fi�� . �r � �� , ��` 0.0 � b.00 �";��" � � � b � �. t� �'x `�' s �� `� .��. . �� <��,� '�� 0.0 � 0.00 � ��'��fi��t��'�� 0.0 0.00 � . . ;��i,��`�� F,�'`��,� �z'„:'9�. x.c,�ri$st �k'£: . . . � .�.� - . �.Q� . _ �� z ,�.-7�, �# u4 6 "� .,�. �z �, z y:.. . _ . " _ , :.,. 0.0 0.�0 Sum of Vertica! Fenestration Area and UA 185.0 55:50 Vertical Fenesfration Area Weighted U=. UA/Area ' 0:30 �� . : � , . • �. YEh1T TO F>CTERIOR � SGREENED FRESH P�IR INTP.KE VENT MAF1Uf�L AIRFLOW AD.JUSTMENT DAMPER " `- ELEGTRONIG • D,4MPER -- GA5 FURNAGE J _� J� RETURN AIfZ � 24 'rIR TIMER WITH ON - OFF. SWITGH SUPPLY P.IR 4- GOMBUSTION J J I '-� FURNAGE P�IR U � IhlSULATED SUPPLY DUGTS R-8 ► � ��N� �� E',�`�' �''��c � a �0 �� j�'j.1507.3.5 Whole-house ventilation integrated with a forced-air system. This section establishes minimurri prescriptive requirements for whole-house ventilation systems integrated with forced-air ventilation systems. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole- house ventilation system. M1507.3.5.1 Integrated whole-house ventilation systems. Integrated whole-fiouse ventilation systems shall provide outdoor air at the rate calculated using Section M150'7.3.3. Integrated forced-air ventilation systems shall distribute outdoor air to each habitable space through forced-air system ducts. Integrated _ forced-air ventilatibn §ystems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced- air system, at a point within 4 feet (1219.2_ mm) upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced-air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The systein shall be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2, Item 5. Tfie required flow rate shall be ver- ified by field testing with a flow hood or a flow measuring station. Pro'ect !n(ormation Contact lnformation �':x� , t��e��+,� �: ��t;+r¢ C z 3 :: z' ,�"� `";�,�''" '-'." t,� A ,t ��;,r s .�' , "i��:f`F "'a. _�_ r� �, .� , � .� l�oa �,c��?�^ � _, t r �,'��$�� z . ��r<, c�.. �? .,+ „4� �� '�k�!.�. ��;x.�Y�''•`s,a�i�" .. s��t+�«uz ��7 { � �:.� ..� �a_ xs�� € . . x...� -. , ..r .X.... ,. , , ��.�: t' i`� 1r, , .. x .., .w. s �.�:.5 ar-�w.s z'+',s�;�, ^ T....,. ,. .. �t;�,.,..tr,.�:. . „...�.. « �,pri..�n��. ' �.v t,...:� y ,"�.'T; N.,�s s..,:� 5�.* ,.�. . �, ��1 . , ...'$ . �: ". 5, . . . » �;L`�',9,�£.�h'G.�.u�".r�:��3„�tt+m�,v:[''s;SwF::r`t'.�i..�.�.;. . . ..' , t '.��4.�i�1�� .�:„�3:(.� .,�:.- ,�� . 3 3� � �r.'''� t ��, �. ?� s. s � + *� �y�+s 1 ��.x t �t - � � "�;�--:��'��c��f?�*,��x`�;^`�'Et,r�'� _t� k_•��x��t,��,.�5��M z.si`ts5�3�rx�ti .f1v��r.".�'*��^��.".�x� ..��t��,�s.� nF-u'c�x `�#u,.,. Y� :� Heatinq Svstem Tvpe: O a��syse�,s OHPatP�anp To see detaifed instructions for each secfion, pface }rour cursor on the word 'Inshuctions". Desiqn Temperature fnsi��ccions +- _• • - , �.-.- w - - --- � _ --_ -�� Design Temperature Difference (e� 46 �;� Tukwila �� eT = Indoo� (70 deg2es) - Oufdoor Design Temp . �..�.�,��, Area of Buildinq . Conditioned Ploor Area i�so-uct�ons Conditioned FloorArea (sq ft) �:��.j,50dt � Average Ceiling Height Conditioned Volume instn,ctions Average Ceiling Height (ft) ';�'�„'�YY�b'iQ 12,000 Glazin4 and Doors U-Factor X Area = UA Instructions �,#��S :��'"n . 0.30 „�, 20�3 � �: 60.84 SkVlights U-Factor X Area = UA Instructions 0.50 ''+��,��t�; - Insulation Attic U-Factor X Area - UA T ___�r.____---- ------------ - _ Instructions � Y R-0g � � OA26 , -�'�89�. � � 23.24 Sfngle Rafter or Joist Vaulted Cellings U-Factor X Area UA Instructio�is �ry•' �� R-vaiue . No selection f ��.,T ?'�''��;'�-� �:' - _ _.. _ _ _._ ._ _ .. _._ _. - .--- � _ .-- Above Grade Walls �sea �ra�re �J U-Factor X Area UA Instructions - � �� 0.056 � �-�� 1,�$�� 10220 �� R-21 Intertnediate � . � ..�.. - yr' . . _ __._. _._.___ -- --. Floors U-Factor X Area UA Instructions .»= R-3o � . - _ ~ . � 0.029 �1 iQ33�.��;` 29.96 .. . ...... ..... . ._ __. Below Grade Walls �see �rg�re v1 U-Factor X Area UA Instruclions '� SelectR-value � � ^ ,� :� NO S@IBCl10f1 `t�.,., ��rly;i?;fj,�� - . � .. .. � .. .�_ _ ..._ ._ _.... .. _ _.._ •---_._. ___ _ Slab Below Grade �see F�aure a1 T__ F-Factor X Len th UA Insvuctions ��* �- � �� . . .. . � - No seleCfion '�� `'� �`` ��4. - �-. - � SelectmnditioNng . ��_� .. . .a%�-��=�`. _ � . � _ . . _ .__.___ _._ ._.. .„ Slab on Grade �5ee �re�re �� F-Factor X Len th UA „ :: .- .. . ., . .. _ , . Instructions ,� 5electR-value e,i: No SC:12Cii0f1 �?��i - Location of Ducts mstruccions x,, " "----- -- - - - -- � Duct Leakage Coefficient • . Unconditioned Space : � ' , . 1.10 Sum of UA 2i6.24 Envelope Heat Load 9,947 Btu / Hour Fiqure 1. SumoIUAXeT Air Leakage Heat Load 5,962 Btu / Hour vorumex o.sxeTx.ofe anoVe ��ae ;: Building Design Heat Load 15,909 Btu / Hour �� Nr Leakage + Envelope Heaf Lass � �� ' Building and Duct Heat Load 17,500 etu / Hour Ducfs !n uncnndi6oned space: Sum o/BmWirrg Heat Loss X L 10 Ducts in conditioned space: Sum ol Buildng Heaf Lass X 1 Maximum Heat Equipmenf Output 24,499 Btu / Hour Bur7ding aM Duct Heaf Loss X].40 /or Forced Air Fumace . Bwlding and Duct Heaf Loss X 1.25 /orHeaf Pump � � 1 �v��.o� NcE � � � �Q �� . 1 2d16 � J`✓L O ��;''�� `� � � �,�,S�pN 1 �� RE - _ CITY OF TUKWILA 1Ui� Z a 20ti6 � pERMiT CENTER �� J�.MES-,41�IDERSON L�ESIGN, P.S. � RES/DENTlAL ARGHITEGTURE �� `� - ��' --__ �E'�ITE � '�. �N�'�� Go�-1 ��'�I�1G� GATHEftINE ANDER�iON _ REGISTFRED-ARGHITEGT:. 19626 '76TH Ave. W. #A Lynnwood, WA 98036 (425) TI6-b�66 TELEPHONE . !07/OI/!3J DATE �a� �'��, SHEET � � 'i"YP @ �Ll �.�, � � � 0 C❑NTINU❑US SHEATHING � REQUIRENIENTS . �.THESE DETAILS MAY BE USED T❑�CREATE A CONTINUOUS SHEATNING C�NDITION THAT WILL ALLOW F�R THE �PTIDNAL REM�VAL ❑F A35 ANGLE CLIPS SPECIFIED IN THE ` SHEARWALL SCHEDULE �� DPTI❑tdS . BLK'G� REQ'D . �: . SW � AB❑VE . � sw D� N�T11 UPPER BELpW LOORS . . 16d PER SW BASE PLATE NAILING � ALTERNATE SHEAR TRANSFER � �Scole: NTS = 1�-0° Section Yew �5 Lh'f�R�.L BRAGING GONTINUOUS Lp.T�R�4L. BR�:GING. IF.SP?�N 15 ' �GREhTER TH�N 16 FT PROVIDE. f�LL TNREE L.f�TERP�C. BR�GES IF SPr�N IS GRF�4TER THf�N 24 FT � _ .. ,_ _ . _. . _ BRAGING ROOF SHEATHING - �8d NhILS � 6" OG EDG�S ` Bd� NhILS � 4" OG G�BLE EDGES 8d N}41L5 � 12" OG FIELD IF TRU55 SPA�N > 40 FT OR 2nd � STQRY, U5E 10d NA�ILS TRu55 GOMPRE5510N WEB � GONTINUOUS L/�TERf�L BR�hGE(5) ,�, N1S.IL (�2) 16d hT F�GH lN�B � 1 45 I�EGREE DIAGON�.L BR,4GE ,4T G�BLE EN�35 ftiND HIP. Mf45TER� REPEA�T �T 20 FT INTERVP.LS (N�IL TD OFP051TE SIDE OF }NEBJ �bTTOM GHOR17 A�ND GEILING �J�� u�� ,��t�+�� J�� ' � � NO 5Gf4L' E , a �� , ��-1� ��;J� - : �_ ,��j� :!N � 1 ��1_�� -. . _ _ _ � . I�� ' I G�� .��- - . ��I � � - � . G� � �1- � �� i d� �i7 . . N�� ,� yo ., � . `� '� . . p. t��1�1 � ��4 z� �� . . . ��-.�- -.-f _ . � i� r.l� � � - : � . � . . � . �C/i r d f� v �� j�i , �q � � � � til� �� T�.. � `T� � ,� �`� . /', � / ' •' '�� `r / s , . �� : `^� ' p � t � � �' � ►, ', � � � s ./ ' � ' 1 � .� i � �� -� . �� `�pi.�j� w� �i�� . _ . f� ��t' � : � r� �. . . : ,� , . : ' a �I . . � � � -: � . � r� �� . �-i _ � ` - p / -: . .. �-� � . � �,� � _ �-�&��i �. .�%. � ��l/ � � - - _ '.�a��. I .11�% . . . I� °�' ��., ,� ��e u, N, ° . ��v � . %iX� 'j�1��7�. �/ �� . = � �0�.!%�r �j'/��.i�..�b��''iL�l.� :��. ' . _ r - � = _: (�' �l;P_ I N. `�►-1�:. e��-.. . . . l� Zj . I � 1tl � � . `��-� . . . � ' f ��'" ��v �� . . � �J.N �{� � �i�� - ,: r�� .-N�� : ��. - = �.- . _ Z�� '� . . . - _- � ��J I �i f�: (Gi�r ►7) � . . - - . ` �,` _ _�l�rj1]l��%�"-i� . .��K=��.,j � . . � �� l�' b:�.� �i �i v : . - _ . ard a lied verficall to interior side of �c4 wood studs 16" o.c. � �'{G �� Q ` • . U356: 5/8" (15.9 mm) Fire-Shield Gypsum Bo pp Y ._� , nj�� '�,�, � . with 5d coated nals, 1-7/8" long, 1/4" heads, T' o.c. 3-1 /2" insulation installed in stud cavitY. , ��j�.: h �/� ��/� � ' _ 7/16" wood panels applied horizontaliy or verticaily to exterior side with 6d coated box noils 6" o.c. �Gv,� ��pl,`t'� —��/' �YY � .. Fxlerior to be finished with vinyl siding, parficle board siding, wood structural panel Qap siding), . _ , �� _� A� j !- cementitious stucco, brick veneer, exterror insulotion and finish system tEIfS), steel/blummum siding. , - �i; U/� �! ��E., � fiber cement siding. - - . - - - '�� . � �u � l�� .i �. . . � 1.�� . . . �� o N�.�:�xi/ ��i%1�� J • . �,�?t��'`��i , � � .Q �N � �� .� 5cale� 3�" = 1,,,�'� ,��,�, v � y ��b .��'� a�'� �1'�i� �l12 . � , � _ _ �.� %� I j�l,-i �dl/I �� , ,, � �, `��= � � � �� . � � �� x/ ''� � �: wn<11� / �- r� � �-I �%" 1 �r�'Ch� �{.�( �'' I ��V � 1�i � V G�-I ('�i.� �c11kLl� I �j , r��►r�,�-I�'��,�1�` s�� . ' Mi � I-i�r( �r� � I� . 7. � � 9 � ' � �� !� � �'X� � �� ti �� //�� _ , `'/�'�'{'i� L�� _ ,,.' � . � � :. � � � .�� 0' '�t� 0 I ( � ! � . -.1�-' �r� I ti! � t.:,�- . ot--} . = � � �'�-- .�-1 � 2, �� ,�,�.�� _ � �,�i� � v1 � �1� (�►.�) - �, � � �,,�� rG a. : � .. . 2��j � , , �� . j � a . �� I�.`l•fi �}. �LII-��. ... — � `� �Zd . �� _ �' � . :m. _ � �, � F � �' � - � . �� . : � �+�,r� ;�� , : . � � r � ��'-�`�'� :.:. __ I (� N -�� ,7 _ � _ . . ��`" � I' � � �1 ��-�� '(��' _ � �� F ,��xW ti�A �I �� _ ,-�v o a� �(�" C _ .�"`I�. �,i N��'� f�i�G�-�'�°l� ��TYPIG�1. l�l,�L1�� 2 0 2016 �.� : � ,�Y/I �/� � V�=*t�'I N -l7 �i`i�-�-� 3cale: NT5 . • ER��T C�NT�R. �Y, '� � �� I 1 V V . /�7 �� " •r - . . � - . . �� !-'.- -, � ..� � �� °' ��x'fz�� . � �� ,�� fl � w �,�t�� S k� �, �� ' ��'� �� g��«� � � ,"� �� $ � w��. �� t�� J,+�MES-�ND�RSON DE51GN, P.S. RESJDF�lT'l,4L pRGI-liT£-GTt/RE. pr� � . . �'�f� t��`� tl �- - - �. � �� - �i�; b�li�,l�tt�f t?.� . -� GA7NERtNE ANDERSOiV REGtSTERED 11RGNIT'EGT �`. � 330 DAYTON 5T. �6 � F�MONDS, WA. 98020 _ . (425) Tl6-6166 TEk:EPHOiJE/FAX ' DA7E . � (�_-�;�� _-. '. s�r�r' . � � r :, �� .:, � 5 I � � � � � - .�, . ��,.- � _ - , ; . ,,; , ; . . .. . _ : � . �CA�E: i�=20' 1� - DAT�: . _ . . � ' ; _� � � . � . � , � 1 -5 H a �o zo �o '� . �° �� ii� i�$ �; . �. � ,,._ � / ,�,. � -. _. `_; � �� .. . ., . - - - � PO�TION OF , � , �'L � � . . ;� � :i„� �,:�� f�:;l;� � � i � :� . � NE 1 /4, SE 1 /4, SECTION 10, T23N, R�4E, �V.M. REVISIONS: . - _ . � � '�, �� t � i ` � � . �:� . !%t � r! .�%�f'r \� . �� f .t'/ �i � . . i F'' it`f ` f'f��' . _ " :� '1�'�i` �'� ` TeM �os.ss � - � � � " /F; :-' '� �� _ �.� �. `�"'f \� LE�END . . . i.= ,: '� i. ,�' » n o • ' � � % ' � uu�w�u�a `;;; ; ,�,' •'='� SEf CAP 22594 iN ( - � \ �" � \�' ;;`;�� ,,i`�.;" ki; . ;:�'�:�} . W :'; �.� ,;%',, ;: � ( fOUND 3/4" lRQN PIPE OUND 1.5" IRON PIPE ' \\%f , rr,, ,- - ` „ �!`f �� ,��'% � ��" 1 04' NO�TH & 0.8' WEST a I � �\ �f ' r,;, ,�"., \ . w w w- WATER MAlN (8 DI) .�..�..��. - � �' '�� f �;;' DECIDUOUS OF CALCULATEO CORNER � . ., :' •' � f , � :%. ;�� 1 . �� '`�;�;r� � 1�,'�, � � � � WATER METER . . � _ � � � ` -` f r'' ``,` { . '� 5 �'%"%%' �=' i�` { " ,,� _. 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