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HomeMy WebLinkAboutPermit D15-0312 - TRAN RESIDENCE - EXTERIOR DOORJOE F TRAN 5002SI22 ND LN D15-0312 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.Tukwi[aWA.Rov Parcel No: 0179001859 Address: 5002 S 122ND LN Project Name: JOE F TRAN DEVELOPMENT PERMIT Permit Number: D15-0312 Issue Date: 1/8/2016 Permit Expires On: 7/6/2016 Owner: Name: TRAN THANH-THUY THI Address: 5002 S 122ND LN , TUKWILA, WA, 98178 Contact Person: Name: JOE TRAN Phone: (206) 307-6789 Address: 5002 S 122ND LN , TUKWILA, WA, 98178 Contractor: Name: DOAK HOMES INC Phone: (206) 246-6587 Address: 11812 26 AVE SW, SEATTLE, WA, 98146 License No: DOAKHI*092NZ Expiration Date: 8/13/2017 Lender: Name: N/A - UNDER $5000 Address: , , , DESCRIPTION OF WORK: INSTALL T EXTERIOR DOOR ON THE NORTH ELEVATION OF GARAGE WALL. Project Valuation: $1,200.00 Fees Collected: $166.18 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: W �' '' Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: I i G� c rr�lvt 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: 'BUILDING PERMIT CONDITIONS' 2: 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. 3: 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. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 0502 LATH & GYPSUM r CITY OF TMrAA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ho://www.TukwilaWA.p-ov SITE LOCATION Building Permit No. DI1:5 . ©�I �2- Project No. Date Application Accepted: ��--� �✓ Date Application Expires: 10 For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" King Co Assessor's Tax No.: 0 J 7 9 jam/ �'-5-5� Site Address:'S© a oZ S' - I oZoZ Ln Suite Number: Floor: Tenant Name: Zip- ` -64, ti New Tenant: ❑ ..... Yes [ .. No PROPERTY OWNER Name: r Address: SOo2 6 S 1 a.2 nd L pp City: Tit _C6.- State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: kd City: T State: zip:q�t 7� Phone: of © _ 3 � �-6idF� x: Email: GENERAL CONTRACTOR INFORMATION Company Name: .a-` Mn./N e Address: 4e" c City: Ow t,I e,v State: IV4 Zip: Phone:a0 Fax: Contr Reg No.:3 04KhtT Exp Date: Tukwila Business License No.: �y b ARCHITECT OF RECORD Company Name: 04 q Architect Name:���� Address: City: . Niv GC State:IdA Zip:9�d3 Phone: 7, 6 Fax- t Email: e ENGINEER OF RECORD Company Name: Engineer Name: /1 Address: City: State:,, Zip - Phone: Cg ax: /I/ 9 Email: A.) LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Oc� Valuation of Project (contractor's bid price): $4242a. Existing Building Valuation: $ Describe the scope of work (please provide detailed information): i w S 7,61—L, '3' s�/�lt'l�1�=�1i10�i►l�iZ���iiT" �i .� " l��r�'��.� Will there be new rack storage? ❑ ....Yes ,," .No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor G 2 nd Floor S Z7' a rd P Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport 20 Ai Detached Carport Covered Deck ar 510 Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: / S A(70q_ Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: .2 Compact: Handicap: Will there be a change in use? ❑ ....... Yes 9...... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .......Sprinklers ❑ .......Automatic Fire Alarm Q...... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ❑ ...... No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM V❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health IP- Department. H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INFO dATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑ ... Highline El ... Renton ❑ .. Water Availability Provided Sewer District El.. Tukwila ❑...Valley View ❑... Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided 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 an ❑ .. Civil Plans (Maximum Paper Size — 22" x 34" ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) El.. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage El ... Abandon Septic Tank El ... Curb Cut El ... Pavement Cut El ... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Mailing Water Meter RefundBilline: Name: Mailing Address: WO# WO# WO# Private ❑ Private ❑ (2) (2) ❑... Grease Interceptor ❑... Channelization El ... Trench Excavation El ... Utility Undergrounding WO # (3) WO # WO # (3) WO # ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: State Zip City State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 R— l PERMIT APPLICATION NOTES 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: / Z Z 23 Z/ S Print Name: J 0Je F. Tra h Day Telephone: of Ob " 3 07 6 7 f l Mailing Address:_ UU 2 S r !.7 Ln 7-K,kw /i,, I... A- `It/ 7y City State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $166.18 D15-0312 Address: 5002 S 122ND LN Apn: 0179001859 $166.18 DEVELOPMENT $161.42 PERMIT FEE R000.322.100.00.00 0.00 $95.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $61.82 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $4.76 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6976 R000.322.900.04.00 0.00 $4.76 $166.18 Date Paid: Wednesday, December 23, 2015 Paid By: JOE F TRAN Pay Method: CHECK 3013 Printed: Wednesday, December 23, 2015 2:18 PM 1 of 1 rpFf f SYSTEMS `O.INSPECTION RECORD ' Retain a co with permit ,�C -IJ31 INSPECTION N0. copy PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project; on Type of Inspectioy Yao� 01/ Date Called: Special !nstructions: Date Wanted: / a.m. Requester: Phone No: pproved per applicable codes. FICorrections required prior to approval. ,TC INSPECTION RECORD ��-0 / Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:,, Type of Inspectio : Ayd�eyss: c ' L Date Called: Special Instructions: Date Wanted.- L1_� P.M. Requester: � Phone No: UaApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: / Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaU to schedule reinspection. ?ERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0312 DATE: 12/24/15 PROJECT NAME: JOE F TRAN SITE ADDRESS: 5002 S 122ND LN X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 1 tG M 1H► uilding Division 33S N�/� 1 - "T Public Wor s PRELIMINARY REVIEW: Not Applicable ❑ (no approvalireview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued � A NIA H Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ DATE: 12/24/15 Structural Review Required ❑ DATE: DUE DATE: 01/21/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/19/2013 DOAK HOMES INC Page 1 of 2 Home lnicio en Espai5ol Contact Safety Washington State Department of Labor & Industries DOAK HOMES INC Owner or tradesperson Principals DOAK, DARRYL E SR, PRESIDENT DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC ISearch L&I A-Z Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 11812 26TH AVE SW SEATTLE, WA98146 206-246-6587 KING County 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 specialties GENERAL License no. DOAKHI*092NZ Effective — expiration 08/09/1991— 08113/2017 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 08111/2015 08/2612015 Expiration date 08/26/2016 Insurance history Savings (in lieu of bond) $12,000.00 Received by L&I Effective date https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=6013293 3 7&LIC=DOAKHI * 092NZ& SAW= 1 /8/2016 CGENERAL NOTES' DE516N LOADS, 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE PIMEN51ONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. TH15 OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMI551ON5 IN THE PLANS. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE; DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED i INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENT5 OF THE LB.G., W.5.E.G., N.T.5.,U.P.C., N.E.S., U.M.C., AND ALL APPLICABC LE LOCAL ODES, WHICH 5HALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIE5 THE PLANS, THE PLOT PLAN WA5 DRAWN FROM GENERAL 51TE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFE55IONAL SURVEY. THE CONTRACTOR 5HALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING 5ET5A cK5 OR SHALL, AT HIS DISCRETION, REQUE5T THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER.ZONING RESTRICTIONS.. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND, INSPECTIONS AND SHALL _ NOTIFY TH15 OFFICE, PRIOR.TO CONSTRUCTION, OF ANY.REVI51ON5 OR ADDED REQUIREMENTS REQUE5TED BY THE BUILDING OFFICIAL WITHIN 1­115/HER JURI5DIGTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS. IN FLOORS, WALL5 AND ROOF WITH PROPOSED' MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. .'1. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHT5, INCLUDING COPYRIGHT, REPRODUCTION OR. USE OF I. THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF TH15 PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. 5. SOLID BLOCK W/ 2X @ MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO J015T5 AND RAFTERS @ SUPPORTS. 6. WOOD ENTERING CONCRETE OR MA50NRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, 51DE5 AND END. "T. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW' CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 8. FIRE5TOP AND DRAFTSTOP TO GUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILING AND FLOOR LEVELS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS, WITH 2" NOMINAL LUMBER. R. GLU-LAM BEAMS SHALL BEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS 5HALL BE "SIMPSON" OR AN APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WITH IBC R602.3.0) (2) UNLESS NOTED OTHERWI5E ON FRAMING PLANS OR SHEAR HALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. 3. USE CUT WA6HER5 AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING: ROOFING SHALL BE FASTENED WITH CORRO5ION-RE515TANT FASTENERS. 4. TREATED WOOD REQUIRES THE USE OF 5TAINLE55 STL, 51MP50N ZMAX OR =, OR HOT -DIPPED GALVANIZED FASTENERS, CONNECTORS AND ANCHORS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR 5TRUGTURAL U5E5 SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN, PLYWOOD ASSOCIATION (APA) AND NAIL PER IBC 602.3.0),(2). 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOW5 UNLE55 NOTED ON PLANS: FLOOR SHEATHING SHALL BE TAG 3/4" G-D-EXT-APA PLYWOOD WITH EXT. GLUE, P.I. 52/16, GLUE TO JOISTS AND NAIL WITH 10d @ 6" 0/0 EDGES, 10d @ 10" 0/0 FIELD. . ROOF. SHEATHING SHALL BE 15/32" C-D-INT-APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL Sd @ 6" 0/0 EDGE5, Sd @ 12" O/C FIELD WALL SHALL BE 7/16" 055 AND NAIL &ENERAL CONSTRUCTION' . WITH Sd NAILS AT 6" O.G. PANEL EDGE5 AND 12 O.G. FIELD. NOTE j G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING A. SITE CONDITIONS AND SITE WORK FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 50. FT.(NET FREE) FOR EACH 150 5Q. FT. OF UNDER FLOOR _ 1. IF SOIL. CONDITION5 ENCOUNTERED UPON EXCAVATION . AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL AREA. SOIL DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED THE LENGTH OF AT LEAST TWO OPPOSITE 51DE5 UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER AND ONE OPENING SHALL BE WITHIN 3 FEET OF EVERY 15 PRESENT, CONTACT TH15 OFFICE BEFORE PROCEEDING. CORNER. COVER WITH 1/8" CORROSION RE515TANT WIRE ALL FOOTIN65.5HALL EXTEND TO BELOW THE FROST LINE MESH AT CRAWL SPACE OPENING5. AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. i 2. VENTILATE ATTIC, SPACES WITH OR055 VENTILATION 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN I EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE), EXCEPT ADEQUATELY BRACED OR HAVE BEEN DE516NED TO RE515T THE AREA MAY BE 1/300TH, PROVIDED AT LEAST 40016 AND LATERAL EARTH PRESSURE. BACKFILL MATERIAL SHALL BE NO MORE THAN 50016 OF THE REQUIRED VENT AREA 15 GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. WITHIN 3' FT. OF EAVES WITH THE - REMAINDER OF THE 5. INSTALL 4 DIAM. PVC PERFORATED PERIMETER REQUIRED VENT AREA IN THE EAVES. DRAIN5 (A5 REQUIRED BY SITE CONDITIONS) IN 1 CU. FT. OF 3. PROVIDE AN ACCESSIBLE ATTIC, AC4,E55 PANEL, 22" X DRAIN GRAVEL PER LINEAL FOOT, AND PROVIDE ! 30" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND SEPARATE DOWN5POUT AND SEALED SURFACE DRAINAGE YVEATHER-STRIP. AND/OR RETENTION A5 REQUIRED BY LOCAL CODES. 4. PROVIDE 18" X 24" AC4,E55 THROUGH THE FLOOR OR 4. EXCAVATED SOIL TO BE STOCKPILED ON 51TE U.N.O. W/ 16" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS. 10' MAX. HGT AND 1/1. H TO V SLOPE. B. CONCRETE H. SAFETY GLAZING 1. CENTER ALL POST FOOTINGS UNLE55 NOTED AND 1. TEMPERED SAFETY GLA55 ,SHALL BE INSTALLED IN PROVIDE 1" PLINTHS AT SLABS OR 6" PLINTHS AT EXPOSED HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE EARTH (6" IF POST 15 PRESSURE TREATED). 'PROVIDE 6" SUBJECT TO HUMAN IMPACT, GLAZING IN DOOR5, GLAZING MIN.'FROM SILL PLATES TO FINISHED GRADE. DAMP-PROOF 1 WITHIN A 24" ARC, OF CLOSED DOOR, GLAZED AREAS > 9 FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE 5Q. FT. WHEN LE55 THAN 18" ABOVE FLOOR OR WALKING HABITABLE SPACE.. USE 2 COATS. ASPHALTIC EMULSION TO SURFACE AND 6UARD5 AND RAILINGS AS DESCRIBED IN THE EXTERIOR OF THE WALL. IRG R308.4. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER IRG R308.1. G. REINFORCING I. ELEOMOAL 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND BAR DIAMETERS: MINIMUM BAR CONG COVER: EXPOSURE{ DETERMINE ADEQUACY OF EXISTING AND PROPOSED TO WEATHER 2", TO EARTH 3". TO OTHER 1". I ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS 2. EMBED ANCHOR BOLTS A MINIMUM OF T' U.N.O., PLACE AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY WITHIN 12" OF ENDS. i CODES, AND MANUFACTURER'S SPECIFICATIONS FOR S. NEW FOOTING5 SHALL NOT IMPOSE "UNDE5I6NED.,. PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. LOADS ON NEOR EXISTING BASEMENT OR RETAINING W SEPARATE PERMIT REQUIRED. WALLS. i J. MECHANICAL D. LUMBER AND FRAMING # 1. AIR FURNACE OR 6A5 H.W. SHALL NOT BE 1.. FRAMING LUMBER:. K.D. TO 19% MOISTURE CONTENT, STAWARM INLLED UNDER STAIRS AND SHALL HAVE PROPER GRADED PER 5TD. GRADING RULES PER W.C.L.I.B. OR VENTS AND DIRECT OUTSIDE COMBUSTION AIR. YV.W.P.A. AS APPLICABLE. GRADE. AND SPECIES PER 2. 6A5 APPLIANCES IN GARAGE SHALL BE ON A 16" HIGH FRAMING PLANS, GENERAL NOTES AND "DESIGN. LOAD PLATFORM. CHART". 3: AIR DUGT5 PENETRATING GARAGE TO HOUSE 2. SILL PLATES, DECK 5UB-9TRUCTURE5, POSTS AND SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE BEAMS EXPOSED TO WEATHER AND ANY WOOD. IN CONTACT APPROVED DAMPERS. WITH CONCRETE SHALL BE PRE55URE TREATED WITH AN. i 4. DUCTING 5HALL MEET U.M.G. STANDARDS AND APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL � SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE , PROVIDE MECHANICAL DUGTING' DIAGRAMS/SHOP ANCHOR5 AT TOP AND BOTTOM TO AVOID UPLIFT AND DRAWINGS, EQUIPMENT 51ZIN6, HEAT LOSS CALCULATIONS DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAM5,. AND MANUFAGTURER'5 DATA ON EQUIPMENT EFFICIENCY RAFTERS AND JOISTS PROVIDE TEMPORARY BRACING AS' FOR ARCHITE075 REVIEW. REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND ; 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA STIFFENERS ARE INSTALLED. ( ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID 3: 'PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, WOOD, 3" ON CONCRETE. {1 i CAPABLE OF 5 AIR CHANGES PER HOUR, SEE ENERGY AND 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED ( INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND 50NE TOGETHER. UNLESS NOTED, USE 10d NAILS @ .12" O.C. RATING.. SEPARATE PERMIT REQUIRED. STAGGERED. i K. PLUMBING 5. GARAGE SEPARATION 1. . PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.C. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. S. FLOW RATES TO COMPLY WITH WAG 51-46 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORIE5/FAUCET: 2.5 GPM(MAX). 3. PROVIDE 505MIC STRA=5 AND PRESSURE RELIEF VALVES (PLUMBED TO OUT50E) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. M015TURE CONTROL 1. SHOWERS SHALL HAVE A NON-AB5OR5ENT SURFACE TO A HEIGHT OF 6-0" ABOVE FLOOR. 2. PROVIDE WATERPROOF BOARD OR GLA55 MESH MORTAR UNITS BEHIND TILE PST 5HOWER SURROUNDS. TILE 5HOMR5 WITH A 51TE-BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RE515TANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY - - - 1. HINGED 5HOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY 6LAS5,.MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINATED. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE 5KID-RE515TANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUFPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE -FABRICATED TRUSSES SHALL BE DE5IGNED BY A WA5HINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR. APPROVAL PRIOR TO FABRICATION. TRU55E5 MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRU55 FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 3. APPROVED HANGER5 MUST BE U5ED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON -BEARING PARTITIONS BELOW TRU55E5 SHALL BE SEPARATED FROM TRU55 WITH I SIMP50N STG FASTENERS. 4. • TRUSSES SHALL BE BRACED TO PREVENT ROTATION i AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE IND: r iDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. I 0. 5KYLIG1-1TS 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, LAMINATED GLA55 WITH MIN..015" POLYVINYL BUTYRAL INTER LAYER. 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER I FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FIN15H AND FLARE WELL TO GEILING PER PLANS. I P. EMERGENCY E07RE55 1. EVERY SLEEPING ROOM AND BASEMENT SHALL HAVE ONE Of -ENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5150. FT., A MINIMUM CLEAR HEIGHT OF 24", A MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE IN51DE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE A NET CLEAR MINIMUM OPENING OF 5 50. FT. 0. SMOKE/CARBON MONOXIDE ,ALARMS 1. SMOKE ALARMS SHALL BE MOUNTED IN EACH 5LEEPIN6 ROOM AND SHALL BE MOUNTED ON THE CEILING OR WALL OUTSIDE EACH SEPARATE SLEEPING AREA IN THE GENERAL VICINITY OF THE BEDROOM. IN DWELLINGS WITH MORE • THAN ONE STORY OR WITH A BASEMENT AND/OR HABITABLE ATTIC, A SMOKE ALARM SHALL BE INSTALLED ON EACH STORY AND 1N THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMO<E ALARMS ON UPPER LEVEL, UNLE55 5LEEPING ROOMS ARE LOCATED ON THE LOWER LEVEL, THEN SMOKE ALARM5 ARE REQUIRED ON BOTH LEVELS. ALL SMOKE ALARMS 5HALL BE AUDIBLE IN BEDROOMS. 2. SMOKE ALARMS SHALL BE DIRECT WIRED TO. BUILDING POWER IN NEW CONSTRUCTION WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. ALL OTHERS MAY BE BATTERY OPERATED. 3. WHEN MORE THAN ONE ALARM 15 REQUIRED, THEY MUST BE INTERCONNECTED AND ONE ALARM WILL ACTIVATE ALL. 4. FOR NEW CONSTRUCTION A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 5LEEPIN6 AREA. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE OBSERVATION PORT @ 54"-66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 1. GARAGE/DWELLING SEPARATION SHALL CONSIST OF FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE 51DE OF .ALL GARAGE SURFACES ADJOINING DWELLIN65, LIVING, ATTIC AND CRAWL SPACES. 2. GARAGE CEILING WITH LIVING SPACE ABOVE U51N6 TJI OR = SHALL USE 2 LAYERS 1/2" GWB TYPE "X". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES SHALL AL50 BE WRAPPED; INCLUDING WALLS, POSTS, BEAMS AND SOLID SAWN JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8" SOLID GORE, TIGHTFITTING. T. STAIRS AND 6UARDRAII.5 1. PROVIDE A STAIRWAY WIDTH OF 56" MINIMUM, R15ER HEIGHT OF 1-3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 10" AND A 5/5" MAXIMUM VARIATION. A N051NO OF NOT LE55 THAN %" OR MORE THAN 1-1/4" 15 REQUIRED ON STAIRWAY5 WITH 50LID R15ER5 UNLE55 TREAD DEPTH 15 11" OR GREATER. 2. HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF FLIGHT5 WITH 4 OR. MORE RI5ER5. 3. HANDRAIL5 SHALL BE PLACED 54" TO 38" OFF NOSING AND 5FACE0 1-1/2" MINIMUM OFF WALL WITH A 1-1/2" TO 2" DIAMETER, SMOOTH GRA5P AND A NEWEL OR RETURN 1- 1/4" AT ENDS. 41' PROVIDE 80" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAIL5 SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. b. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" GWB, FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS 15 UNFINISHED. U. ENERGY NOTE5 PER'2012 WSEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENING5 BETWEEN WALL.5 AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINC75 IN THE BUILDING ENVELOPE_INGLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. WEATHER-5TRIP EXTERIOR DOORS AND DOOR5 ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A j MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTER FLASHING AND COPING; WHEN OF j METAL, SHALL BE NOT < 26 GA CORROSION RES15TANT METAL. 2. PROVIDE VAPOR BARRIERS AT WARM SIDE IN WINTER OF INSULATED' A55EMBLIE5, EXCEPT AT INSULATED WALL5 WITH W.P. WALL BOARD AND AT 5HOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, AND POLYETHYI ENE GROUND j COVER AT CRAWL SPACES. OVERLAP 12" MINIMUM AND EXTEND TO FOUNDATION WALL 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN TO ACHIEVE PROPER DENSITIES AND R-VALUE5 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON -HEATED 5PAGE5 TO 1. INSULATE 24" AT PERIMETER OF 5LA55 AT HEATED ROOMS WITH R-10 RIGID INSULATION. 8. INSULATE HOT WATER PIPE5 TO R=4. Q. PROVIDE 2.5 GPM. FLOW RE5TRICTOR5 AT SHOWER5. 10, WATER HEATERS AND HEATING EQUIPMENT SHALL MEET 198'7 NAECA. 11. ELECTRIC HW TANKS IN NON -HEATED 5PAGE5 SHALL BE PLACED ON A NON -COMPRESSIBLE SURFACE AND' THE FLOOR INSULATED TO R-10. 12. HVAG EQUIPMENT SHALL BE 517ED TO A MINIMUM. OF I 100% AND MAXIMUM OF 200% OF THE DE516N LOAD (UNO) IN5TALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT L055 GAL05. ,-.. 'T D FQ 13. RECESSED LIGHTING SHALL BE TYPE ,1G, RINSIDE AIR -TIGHT A55EMBLY (1/2 (5 BOX): C+ MP�.�A# 14. EXTEND WIND BAFFLES TO A POINT 1 RTIGAAA ROVED ABOVE THE TOP OF INSULATION. ,.JAN 052 V. VENTILATION AND INDOOR AIR QUA TY i PER VIAQ 2012. 1. INTEGRATED WHOLE HOUSE VENT 5Y5T M. ORj I �j of TcakW INTERMITTENTLY OPERATED INTEGRATED F HEATING SYSTEM. �U 'DING 01% A. SOURCE SPECIFIC VENTILATION REQUIREM 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, j LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM @ .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 GFM @ .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUGT5 TO BE INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACK DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND'COMPLY WITH i TABLE 3.3 VIAQ CODE. 3. A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 3' OF ELEC PANEL.. IT SHALL LIST THE TYPE AND I EFFICIENCY OF .HEATING AND YVATER HEATING EQUIP. IT MUST CONTAIN DUCT LEAKAGE RATES AND AIR LEAKAGE RESULTS IF BLOWER DOOR TEST WAS CONDUCTED. 4. DUGT5 SHALL BE LEAK TESTED IN ACCORDANCE WI ' R5-33 U51NG MAX LEAKAGE RATES PER 904.10.5. L 5. BUILDING ENVELOPE LEAKAGE CONTROL SHALL BE < 0.00050 SPECIFIC LEAKAGE AEA WHEN TE5 BLOWER DOOR. TEST RESULTS SHALL BE THE ABOVE CERTIFICATE. 6. A MINIMUM OF 15% OF ALL INTERIOR LUMI CODES 2012 INTERNATIONAL RESIDENTIAL CODE WITH WA5HINGTON STATE AND SEATTLE AMENDMENTS IF APPLICABLE AND 2012 WA5HINGTON STATE ENERGY CODE. LATERAL ANALY515 2012 INTERNATIONAL BUILDING CODE j ASCE '1-10 MWFRS DIRECTIONAL PROCEDURE(wind) ASCE."i-10 SIMPLIFIED(seismic) , DE516N LOADS ROOF: 15 PSF DEAD LOAD 25 P5F LIVE LOAD FLOOR: 10 PSF DEAD'LOAD 40 P5F LIVE LOAD 30 P5F(9LEEPIN6 RM) ' ATTIC•. 10 P5F(NO STORAGE) 20 P5F(5TORAGE) DECK: 10 P5F DEAD LOAD 40 PSF LIVE LOAD STAIRS: GUARD/HANDRAIL: 200# PT LOAD @ THE TOP OF RAIL ULTIMATE DESIGN WIND SPEED: 110 MPH/85 NOMINAL WIND EXPOSURE CATEGORY: B RISK CATEGORY: II METHOD: A5CE 7-10 MWFR5 TOPOGRAPHIC, FACTOR: KZt = 1.0 COMPONENTS and CLADDING: 16 P5F (min) INTERNAL PRESSURE COEF: +/- .55 SEISMIC DESIGN CATEGORY: D . SEISMIC IMPORTANCE FACTOR: 1.0 51TE CLA55: D PROCEDURE USED: A5CE '1-10 SIMPLIFIED SHORT PERIOD ACCELERATION: 1.25 1. SECOND ACCELERATON: .40 SEISMIC FORGE RESISTING SYSTEM: A.15 RE5PON5E MODIFICATION FACTOR: 6.5 DESIGN BASE SHEAR: SPECTRAL RESPONSE ACCEL.: 0.83 (short period) 0.43:(1 Second) SOIL BEARING CAPACITY ASSUMED AT Gjoo : PSF IN PLANS OR A SOILS. REPORT BY A QUALIFIED E NGINEER. EARTH • PRE55URE ASSUMED AT 60 PGF EQUIVALENT FLUID PRE55URE FOR BASEMENT 1/4ALL5 AND 30 PGF FOR CANTILEVER RETAINING WALL5. CONCRETE I 5TRENGTH OF. CONCRETE SHALL BE fc= 2500 P51 MINIMUM FOR CONCRETE NOT EXPOSED TO WEATHER EXCEPT GARAGE FLOOR SLABS. MINIMUM COMPRESSIVE 5TRENGTH: 2500 PSI AT 28 DAYS 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. WATER PER 94 LB. SACK OF CEMENT. MAX SLUMP 4", MAXIMUM AGGREGATE 512E 1-1/2" STRENGTH OF CONCRETE SHALL BE 5000 P51 AT 28 DAYS, 5 Y2 SACK CEMENT PER CU/YD, FOR CONCRETE EXF05ED TO WEATHER, GARAGE FLOOR SLABS AND PORCHES AND RETAINING WALL5 EXPOSED .TO WEATHER. EXTERIOR WALK5 AND SLABS TO BE AIR EN. 5% NOR MORE THAN 1%, COMA CE REINFORCING STEEL ,. rk g �h PR A5TM A-615 GRADE 40 DEC i FRAMING LUMBER (UNLE55 OTHERWISE NOTED OWE' ) UN ' of Tu i1 PLATES AND 51LL:5 , IV IGION j STUDS' HF"5TUD GRADE" J015T5 AND RAFTERS HF#2 OR "TJI R P T5 AND HEADERS _ _ DF#2 J� MS DF#2 OR' PARALLAM" -LAM•BEAMS'."(51MPLE'SPAN)' M BEAMS (OVERHANGING) DE K P DE K BEAMS G,� IRMjPF #22' F:. 1:.1 ....r, ....DEC 2 2015 i ' rir ��rtrc T M TAR: TYPE 5, 1 PC, 1/2 LIME PuTTYj4gAw.TECr9ff4TER GR. 40 i ON I RECEIVED L ER I 4?/nl.,s7t I FOUNDATION PLAN 3i.ALE 1 =4-0' I FA SHEARWALL & HOLDOWN 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 (SW) above, and gable -end same as shearwall (SW) 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%i', 10d=0.148"x3", 12d=0.148"x3%", 16d=0.162"x3'W"; 16d sinker=0.148"x3'/i'. (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 w/ (2)-16d @ 6" c/o 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. 9 All sheathing must be Structural 1 sheathing U.N.O. HOLDOWN SCHEDULE Date: 8/12/2013 Job #: Lot 5 MARK HOLDOWN / STRAP * 1 FASTENERS TO (2)-STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Date: Job #: MARK * (2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS 15) ALL EDGES BLOCKED (do not penetrate past flush) BASE.PLATE NAILS * (5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE -(6) SILL PLATE ANCHORS w/ 3 x 3" x 1/4" WASHERS (8) SW-1 7/16" OSB 8d @ 6" c/o (12" o/c field) 16d '@ 9 "c/o A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/a SW-2 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"Ox10" AB's @ 48 " o/c f1 7 O w 4 c' • REVIEWED FOR DE OO PLIAE .'APPROVED _ City Of TU f V) � .I..:iKt:.t41A , I L A 1 SUILDINMD. 21,12015 P 'RMIT CENT R LAB Ott -G 0ff SdAF.-V r V-44U&OR CODECOMPLIANCE APPROVED I JAN 0 5 2016 City of Tukwila WMMYN 7JAMES-ANVERSONDESIGN, P.S. DATE RE5/DENT/AL ARGH/TEG711RE RECEIVED " G CI TY OF TUKWILA rodOD16TO id NOV 2 0 201SHEET RINE RSON REGIMk42::jT=A PERMIT CENTER bc "i0 e. W. �A -r-re-6 AREA SUMi AK'*r FIR5T FLOOR: q58 5Q FT SFC,O 1D FLOOR: 542 TOTAL: 1500 5a FT GARAGF-: 420 5a FT DEC,< GOYERF-D PORCH: 50 5Q FT N - f fi fe"' 'iLA 2 2015 T CENTER RECEIVED UKWILA SEP 1 1 2013 ar?�cv arsr "en �'a�a■ �u�a it 8�iaa APPROVED �i CEC 1 n 2013 M� 1 � ofTukwila BUILiDDIN DIVISION SEGOND FLOOR FRAMING BGALE 1 " = 4'-O" al -A ANTIC VENTILATION 5UMMARY ATTIC, AREA = 642 5a FT X 144 = 92,445 5a INGHE5 DIVIDED BY 300= 305 5Q INGHE5 REQUIRED EAVE VENTING= 32 LF X 3 5a INGHE5 PER LF Sa INGHE5 (31%) (2) 15" X 24" 67ABLE END VENTS = 330 5Q INGHE5 NET FREE !S LATERAL BRACING CONTINUOUS LATERAL BRACING IF SPAN 15 GREATER THAN 16 FT PROVIDE ALL THREE LATERAL BRACES IF SPAN 15 GREATER THAN 24 FT -ll_"I1 . BRACING ROOF SHEATHING •ed NAIL5 ® 6" OC EDGES 5d NAILS ® 4" OG GABLE EDGES U NAIL5 ® 12" OG FIELD IF TRU55 SPAN > 40 FT OR 2nd STORY, USE 10d NAILS TRU55 GOMPRE5510N WEB CONTINUOUS LATERAL BRACE(S).• NAIL (f) 1 bd AT EACH YVEB 45 DEGREE •DIAGONAL BRACE AT GABLE EN015 AND HIP MASTERS REPEAT AT 20 FT INTERVALS MAIL TO OPPOSITE SIDE OF NEW . BOTTOM CHORD AND CEILING 6A 5LE EN17 TRUSS 5RACoING VETAIL NO SCALE REVIEWED FOR E COMPLIANCE APPROVED ROV 4, V_s DEC 10 2013 DATE SHEET -i- SCALE 1" = 4'-C" .... ...... Z>* A&e- Jt, r-Y) x �O, X& 7 710 NEST ELEVATION 5CALE 1" = 4'-0" 0 SECTION'.' FRAM.1N<v Y4'. = 11-0" 0 REVIEWED FOR CODE COMPLIANCE APPROVED C("fY DEC 10 2013 DEC 2 3 2015 PERMIT CENTER City of Tuwlia DIVISION -BUILDING ------------ REVIEWED FOR 6162 Z CODE COMPLIANCE RECEIVED REGI AR , H-W APPROVED CITY OF TUKWILA JAN 0 5 2016 SEP 11 2913 CATH OF WANNATO City of Tukwila L BUILD DIVISION' . - NL7F_RS0N 17E516N, P.S. DATE SHEET CATHERINE ANDER50N RE615TERED ARCHITECT Vq. #A L tinwood, WA 98036 (4 5) -Mro-6-7 Nor SCALE 1" = 4'-0" KNIPO SaHMPUI.F. MARK # 51ZE TYPE AR A "U" "UN" NOTE5 A 3 6/OX4/0 51cltg 0.50 21.60 E ree5 B 2 2/OX2/0 Fixed 5.00 0.50 2.40 G 1 6/OX3/6 M 5ldg 21.00 0.50 6.50 _ D 2 6/OX5/O 51d g 60.00 15.00 E 2 1/6X5/O Fixed 15.00 _0.30 0.30 4.50 . F 2 31OX615 5t. d r 39.16 0.50 1 tclt q T56 215:96 64."f�I WEIGHTED "U" 0.500 OVERHEAD GLAZING 1 2/OX4/0 SkU 5.00 0.50 4.00 dl 1. 8.00 4.000 wF-16HTE0 "U" 0.500 DOOR5 1 I. 2/SX6/5 50 wd EXEMPT 1 WEIGHTED "U" WINDOW MANUFACTURER MIL6ARD MFG. DOOR MANUFACTURER EMPIRE RECEIVED L-- ITY OF TUKWILA SEP 1 1 2013 ............�- nct�111FR TABLE 406.2 ENEi�GY Gfia.El'�ITS (PE31TS FIRST FLOOR SHEARY4AL.L LAYOUT 3/16"=V-0" SHEARWALL &.HOLDOWN 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 (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8&0.131"x2'/2', 10d=0.148"x3", 12d=0.148"x3'/", 16d=0.162"x3%", 16d sinker=0.148"x3%4'. (6) Install H1's on all trusses/rafters, A35's at 24"olc 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 w/ (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. 1(9). All sheathing must be Structural 1 sheathin U.N.O. i SECoOND FLOOR SHEAR 4ALL LAYOUT 3/16"=1'-O" HOLDOWN SCHEDULE Date: 8/12/2013 Job #: Lot 5 MARK HOLDOWN / STRAP -(1) FASTENERS TO (2)-,STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD14/14RJ (38)/(30) - 16d N/A SHEARWALL SCHEDULE Date: Job #: MARK (2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS `(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS W (5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE ".'(6) SILL PLATE ANCHORS w/ 3 x 3 x 1/4 WASHERS (8) SW-1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8" Oxl 0" AB's @ 60 " o/c SW-2 7/16" OSB '"(7) 8d @ 3" c/o (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8" 0x10" AB's @ 48 " o/c 11 RWALL PER PLAN FIT SOLID BLK'G DAIRY NAILS PER PLAN SHEATHING PER PLAN FRAMING PER PLAN :DGER (OR ROOF TRUSS) W/ 16d EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL t REVIEWED FOR CODE COMPLIANCR APPROVED DEC 10 2013 C LA City of TuWil -k8ffiQkQAW$0N EC 2 3 2015 CODE COMPLIANCE PERMIT CENTER APPROVED JAN 0 5 2016 Wft e AO tiCT (2)— 16d EA STUD City of Tukwila BUILDING DIVISION CATHERNE RAFTERS PERPENDICULAR . TO WALL TRUSSES PERPENDICULAR TO WALL SWrAROFW SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN { \ `'TRUSS'(MONO) PER PLAN 2X CONTINUOUS ROOF FRAMING PER PLAN SOLID BLK'G W/ 2X LEDGER W/ (2)-16d EA STUD RECEIVED LOW ROOF SHEAR- TRANSFER, TYPICAL CITY OFTUKWILA Scale: 3/4" ' = V-0" DATE s--ti4_13 SHEET ,� + ... n vi .. � ,77, • HEATINGEQUIPMENT SIZING FORM (1) Component (2) Component Building Description Including Heat Loss Factor Square Feet (SF) heat Loss Component U-Factor or F-Factor (HLF = U x 4604 Linear Feet (LF) • (HLF x SF, Cubic feet (CF) LF or CF) A. Window, Single, uncertified (U = 1.20 ) 55.2 /SF x SF = Btuh Glass Block Double, uncertified (U = 0.92 ) 42.3 /SF x SF = Btuh Sliding & Swinging NFRC certified (U = 0.32 ) 14.7 /SF x SF = Btuh Glass Door NFRC certified (U = 0.30 ) 13.8 /SF x 216 SF - _ 081 Btuh Skylight Skylight, single, uncertified (U = 1.58 ) 72.7 /SF x --------=------ SF = .---------- Btuh Garden Window Skylight, double, uncertified (U = 1.05 ) 48.3 /SF x _ _ _ _ _ _ _ _ _ _ _ _ _ - - SF = _ _ _ _ _ _ _ -_ - -_ Btuh Skylight, NFRC certified (U = 0.50 ) 23.0 /SF x - --- _ -- -- 8 SF = _ -�84 - Btuh B. Opaque Door Wood, in wood frame, uncertified (U = 0.46. 21.2 /SF x 17.75 SF = 376 Btuh Foam ins., in metal frame, uncertified (U = 0.37 ) 17.0 /SF x --------------- SF - _ •---------- Btuh Foam ins., in wood frame, uncertified (U = 0.16 ) 7.4 /SF x --------------- SF= •---------- Btuh Other (U = ) /SF x ------------ SF = ._--------- Btuh C. Roof/Ceiling None (U = 0.400) 18.,4 /SF x SF = Btuh Insulation R-38 (U= 0.031) 1.4/SF x --------------- SF= ----------- Btuh (OPAQUE arEa only, R-49 standard or R-38 full depth (U = 0.027) 1.2 /SF x __ ----------- 970 SF = ___ f 265 -- Btuh does not inclu9e R-60 (U = 0.025) 1.2 /SF x --------------- SF = - -- -------- Btuh skylight area) R--_ (U = /SF x ---------------SF= -------- -- Btuh D. Wall Insulation, None (U = 0.250) 11.5 /SF x ' SF = Btuh above and below R-13, wood studs (U = 0.082) 3.8 /SF x --------------- SF- = ---------- Btuh grade R-19, wood studs (U= 0.062) 2.9/SF x` _ _______ _ _ -- -- -SF= ________ _ -Btuh (OPAQUE area only, R-21 cavity + R-10 headers, wood (U = 0.056) 2.6 /SF x _ ---------- 1886 SF = __4__ 858 Btuh does not incluie " R-19 cavity +R-5 cont., wood studs (U = 0.046) 2,1 /SF . x ------------- SF = •---------- Btuh window & door area) R-11, metal studs (U = 0.132) 6.1 /SF x SF = Stuh E. Floor Over None (U = 0.134 ) 6.2 /SF x SF = Btuh Unheated Space R-19 (U = 0.041) 1.9 /SF x --------------- SF = •---------- Btuh R-30 (U = 0.029) 1.3 /SF x 978 SF - _ 1305 Btuh R-38 (U = 0.025) 1.2 /SF x ---------------SF = ---------- Btuh F. Slab On Grade Floor None (F = 0.730) 33.6 x = Btuh Perimeter Insulation R-10 (F = 0.540) 24.8 /LF x _ -----__- -______ LF = __________ Btuh (use linear ft, NOT sq.ft.) R-_ (F = ) /LF x - LF = •---------- Btuh G. Basement Ffaor None (F = 0.460) 21.2 ILF x LF = Btuh (for heated space ONLY) R--_ {F = ) /LF x --------------- LF = ._._------- Btuh H. Infiltration Pre-1980 (.018 x 1.2 ACH) 1.0 1GF x 12000- 12000 Btuh (use cubic ft, NOT sq.ft.) 1980-2010 (.018 x 0.6 ACH) 0.5 /CF x _ _ _ _ _ _ _ _ _ _. .-._ CF = - --- _ Btuh Post-2010 (.018 x 0.35 ACH) 0.3 /CF x ------------- CF= • -- --__ ........... Btuh (4) DHUSF: DHL divided by( `-1500 Heated floor area in SF) (3) Total = Design Heating Load (DHL) in Btuh = 22908 _ Btu[ = 15 Btuh/SF or 4.5 Watts/SF If electric, divide by 3.413 for DHL in watts = 6712 (Typical values for DHUSF for new construction are 8 Btuh/SF or2.5' Wafts/SF.) (5) Space Heating Equipment Sizing Limits .(6) Proposed Space Heating Equipment Minimum required size = DHL x 1.0 = 22908 Btuh or 6712 Watts Manufacturer. Model #: Maximum allowed size = DHL x 1.6 = 34362 Btuh or 10068 ....---------• Watts Heating output: • 40000 . Btuh Efficiency AFUE ......--Watts -. - HSPF VENT TO. SGREENEI7 ~' FRESH AIR INTAKE VENT MANUAL AIRFLOW ADJUSTMENT DAMPER RETURN AIR ELECTRONIC �� 24 HR TIMER WITH DAMPER ON -OFF SWITCH GAS FURNACE � • EVi -WE Y R 4• GOMWSTION FURNACE AIR INSULATED UFFLY DUCTS R-8 - t; •, City of Tukwila JRN a INT0G , T .� : I�/ ION SYSTEM DEC 2 3 .015 RECEIVED CITY OF TUKWILA P RN111- CENTER �..�... P 11 2013 Wort JAMES-ANPERSON VESIGN, I3&M1 C YTI �IRES/DENTWL ARGH/TEG7VlRE (,f .. l 3 SHEET �•. CJ ��Aj°E VJQa, � UI�E W�/1v/Pz REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT .2' NONE REQ'D 2~ #4 TOP BAR 2'TO < 4' #4 @ 24.' O.C. #4 @ 24' D.C.. 4' TO < 6' #4 @ 18' O,C, #4 @ 18' O.C. 6' T0' < 8'1 #4,- @ 16' 0.C, . #4 @ 10' O.C, > 8' ENGINEER'S - DESIGN REQ'D r'ry W, // x6 N ice. I N .I 4�2j ko 46) 40 ����U�� �� r�� � ,��,►� _�-�,��� �.��>-Icy � �� .. A II L WIOIt-, lei ilr i�!✓� dots.- I.�iU'C,I L/ Lix., I _ '*�l c-- u)i �kp�r�I '7 OvG r nee - �.l �I two v R -om II-&" 6G (d H0) vl xp Hai G JPUG� < O' �-� ' /ILA► r�l�( ►��►� w/ N,o/ rz uo d leeaG A"9 t l�e' �I (Lim) e2 _. ram. lam' �J �� U - ry a'? © ' Utl. L 1 LUD ir..- I- i i `4 w — I: .o I PERMIT CENTER . pE0 A�dCp►PLlPECEI IAA' ICITY OF TUI(WIL q JAN 0 5 2016 NOV 2 0 2013 i TYPICA WALL SEGTION pE ��il RMIT CEtV7E�. CE Ciiy.,� nivISION -J^m=S-ANP=K50N IPES16N, P.S. DATE RE5/DENT/AL ARGH/TEGTURE , 2-1 13 G j 000 �j WA �.. SHFFT GENERAL CONSTRUCTION. NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433-0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall' be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain; replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. CONSTRUCTION SPECIFICATIONS 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right-of-way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre -approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain Inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. ._...... _... _.................. .... _........... _._.-1..-.._-.-i..... ._...... ....... ............_......_._._......_._......._......._._ DRAINAGE AREAS ANALYSIS ................._............_................_.... .--............ _.._..._ for Doak's Village Green All are in square feet. Allareas _- are ....�s.qua....Y...._.._.._........_.__..._ ..._._.._� .M_ ...��._.._..__............. ..�.........._`...................._..� -..-... I p Pre -Developed Site Conditions The site is shown to be pasture grass land in a 1936 Photo and laterdevelo ed _........ _.._._._.._.._._._......_._._.._.._. _ . _......._.-....._.._._.-._._....._...._.........._._._._..-._....................P . . Into two single family residences with two detached garages._ T Total Land Area Roof Areas Driveway Area Walkway Area Concrete Patio Pre-Dev Impervious Area Lawn Grass Pasture 44710 2672 1018 51 722 4463 12330 27917 ._.._.._.........._._.._...._......._............._........._.. ...._......_._...._._......._._._................._._..... .............................. ............. Deve_I_oped Site Conditions All roofs will have Full Infiltration (model @ 0% impervious) --......_._....._.._..._..._._.............. ----._......_.__...__._._..._.__.._.._.._....._._.._._._._........._.........._._._._................_......_...._._...._......_ Driving Areas will be porous asphalt (model @ 50% Imps Walkways will be porous concrete or pavers (model @ 50% imp) ............ ........_._.._......_._........._._........._...._..__....._.........._......................__......._._....-.........._.............._........_........._._.............................-._._..._....._`.._.._..__...�..._._._ Decks will be porous concrete or wood with slots between boards (model .............. .................... _ - @ 50% imp) .... ..._........................ ._.._.._._._._.............. Lot Parcel Area Roof Area Drive Area Walkways Decks Total New Impervious Grass Area 1 4087 1307 414 54 0 234 3853 2 2500 1204 162 54 36 126 2374 rh 3 2500 1204 162 54 36 126 374 " 4 3559 1280 265 60 40 183 377 5 4096 1689 330 72 0 201 895 6 4218 1315 225 113 451 192 #027 7 3694 1204 162 58 36 128 566 8 3679 1315 219 109 45 187 493 9 3679 1204 162 51 36 195 555 10 4386 1315 219 110 45 187 4199 TR A 8312 0 6495 1562 0 4028 4284 Totals 44710 13037 8815 2297 319 5715 38995 Model % 100% 50% 50% 50% Model Area 44710 0 4408 1148 160 5715 38995 Net New Impervious surface area equals 5,715-4,463 = 1,252 sq. ft. _._._.._._._.....-.............. _ ........ ........... -......... __._._.._.__.___.__....._..__.___......._._._........_._._._......__._.._._........_._._......_._._._._....._._.._....._.-.._._._.-.._ Pre -Developed Site % impervious = (4463/44710)+100 _10.0% __ Developed Site 0 .ervious = (5715/44710)+100 _12.8% ............... _.... _._........... �,•_.__..__. _..... _..... __._........ _..... _ _ _ ..._...._._._._ ._._. PLANINI iLC APP! OVr- ;T ,. S1 t u dt� t changes can be ma ans without approval from the Planning Division of DCD roved B :� y a �-- .... ALLIANT ENGINEERING LAND SURVEYING, INC. P.O. BOX 2598 WOODINVILLE, WA 98072 1 (425) 485-1089 NO. DATE REVISION GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seen days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain In good condition and promptly repair, restore, or replace all grade surfaces; walls, dreins, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Directors approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: ' a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities a identified in the ESC plan. $ d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. HEQUIREDFOAt e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. N Li 0 Plumbing O Gas P" City of Tukwila IMLITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separati, from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. UTILITY LOCATION NOTES: 1. Prior to starting construction, contact ONE -CALL (1-800-424-5555) for utility locations. Locations shown for existing utilities are approximate. Identification, location and marking of underground facilities or utilities if the responsibility of the Contractor 2. It is the contractor's s responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. The Contractor is cautioned that overhead electrical and other utility lines may not be shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power or other utility lines in all areas and shall follow procedures during construction as required by law and regulation. SANITARY SEWIR CONSTRUCTION NOTES 1. The location of the side sewers shall be marked at the end of the line, 5 feet inside property with 2 x 4 painted traffic yellow and marked "Sewer" with the depth to the side sewer indicated in black paint. 2. Contractor shall obtain any necessary side sewer connection permits from the City of Tukwila prior to construction. 3. Unless otherwise approved or required, the City of Tukwila shall do all connections ns to existing sewer main with new tees. The _ contractor shall be responsible for trench and pavement excavation, pipe Installation, backflll and pavement restoration. WATER MAIN SERVICE CONSTRUCTION NOTES 1. The contractor shall obtain all necessary water service connection permits from the City of Tukwila prior to construction. 2. Installation of corporate stops, water service, lines and meters shall be per City of Tukwila Standard Details. Servlces shall be a minimum 3/4 inch. The City of Tukwila will install the meters. No1111 8 8ha" made td ft ssv LOTS 1 THROUGH 10, INCLUSIT/E;seA(DC@RIDIN&etTOeviewed by thc'PtL%,IWOrk without prior ap lat THE BOUNDARY LINE ADJUSTVEWT MiHREeRt for conformanc. Tukwila Building Division. ion. APPROVED BY THE CITY OF TUiXWIl_iAlafl©R1cT9kXnce is subjec loi3 't;�6I Iswillrequireanowplan l PARCEL 0179001855, KING COt'DN�; MA814MT( orize viol' CWMAY&udeadditional plan review Im. i adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these draysings after this date will void this acceptance EARTHWORK QUANTITIES and will require a resubrnittal of revised drawings ELEVATION DATUM:for subsequent approval. DATUM: NAVD 88 - CUT 950 CU. YDS Final acceptance is subject to field inspection by FILL 950 CU YDS the Public 'Works utilities inspector. Date: gy; APPLJCANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246-6587 PORTION OF NE 1/4, SE 1 /4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON VICINITY MAP NOT Ta SCALE CONTACTS Project Manage/Owner: Darryl Doak, Sr Doak Homes 11812 28th Ave. SW Buren, WA 98146 (206) 372-2280 cell (206) 246-5991 fax Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. 14525 148th Ave. NE Woodinville, WA 98072 UTILITIES UNDERGROUND LO�ATION CENTER Oo!s BEFO/? ti BOG v C c� (425) 485-1083 office (206) 669-5218 cell FIELD VERIFY ALL UTILITIES PRIOR TO (425) 489-2754 fax CONSTRUCTION. N RtUUCTI.ON_ SEQU 1) ATTEND PRE -CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, ` WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS, 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 p 2013 L141 City of Tukwila At DIVISION RECE�+~ r; SHEET INDEX - SEP iDi0�3 213 201 SHEET 1 SPECIFICATIONS, DETAILS & NOTES PERMIT CEN((;TER SHEET 2 ROAD -LOT DIMEN"ONS AND EXISTING SITE CONDMOMN't-ERMIT CENT R SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 ROAD, DRAINAGE, UTLITY PLAN AND PROFILE SHEET 5 ROAD DETAILS - SHEET 6 DRAINAGE DETAILS .•-- u SHEET 7 WATER & SEWER DETAILS SHEET 8 TRAFFIC CONTROL AND PERMANENT SIGN PLAN SITE DEVELOPMENT D OAK'S VILLAGE GRE TAX PARCEL NO. 0179001855 TUI ILA PERMIT NO. DATE FOR _� 8/06/2008 iE COMPLIA APPROVED JAN 0 5 2016 PROJECT NO. 04028 1 OF 8 f F---I - - 0 o C82 I AQ GRATE: 111.07 J IE(N): 109.30 EX. IE(4'E): 109.50 NEW EXISTING SSMH NO. 4-50-01 I LID: 111.35 IE(N): 103.78 IE(E): 103.88 TO BE REMOVED AND REPLACEII SAW CUT 4'x8' ASPHALT I AND PATCH PER CITY STO- FOR NEW SEWER MAIN I I I TBM 109.68 I SET CAP "22594' IN /I ,/ I IFOUND 3/4- IRON PIPE 12" IDUOUS ,I 'I %II %II %II II I DECIDUOUS _7 PROPOSED -g- -- _ _ CONTOUR 21' ,0 1 I N � i I 15'� 51111111 1 I -- -34! - 1 I -FOUND 1.5' IRON PIPE 0.4. NORTH do 0.8' WEST OF CALCULATED CORNER CN EXISTING REF COT DETAIL SS-02 do SS-03 STORM DRAIN L_ \` //� //// EXISTING \ ❑ CATCH BASIN R' MP. RAJAP. • RAMP d .. �a '1a6 / \ / j '. / 8"PVC / SPOT ELEVATION 15<'psCeETE„ W� s \� /� / s-1.00x // voy 273'- 6-PERF CPEP`S_O,00% DRYWELL PER DETAIL ON SHT 6 OF S - - - - - - - - - - - - c / EXISTING CATISH BASIN (CB8) _-===�2+4A------ `� 5 =;� C GRATE:11G.17 -I------ t- - f 7.69 a j ' ; IE:107:22 18'N ) IE:107.37 12'E) _L L I if ;5 OW I I I r 13.00' / I'0 ° --- I 2T I I I --- 1 5 ' /�/., / I PROPOSED RESIDENCE PROPOSED( ESIDENCE I I I Q BASIS OF BEARINGS: PLAT OF ALLENTOWN. / /�/ I N FF. 113.1 I FF: 113.1 i PROPOSED RESIDENCE I PROPOSED RESIDENCE VOLUME 12 OF PLATS, PAGE 100 �/ // GARAGE HI/LOW I I GARAGE HI�LOW I FF. 113.1 I I FF: 113.1 I PR SED RESIDENCE ^ i \ '% //\, \ I I I `� GARAGE HI/LOW 5 FF: 1 3.1 N fie, % / EXISTING CATCH BASIN CB9 112.4/112.0 I I 112 8 12 2 1 GARAGE HI/LOv- I ( ) ELEVATION DATUM: NAVD 88 I III 1 1 5. 112.8 1124 I GARA HI/LOW I' \ ;/ ��'\ 'j, GRATE:109.97 SAVII CUT U ALONG 7, CRAWL FL 110.6MIN I I CRAWL FL�110.8MIN i 112.8/112.4 / I \ // ! \ i IE*107.52 (18" N&W) SIGN OF SPHALT 4.3' I L1J 40' I CRAWL FL: 110.6MIN I CRAWL FL, 110.6MIN I I 1 I 11 2/111.6 I O� \ / , , CRAWL FL 110.BMIN I \ % '/^ % / IE:107.62 12- S BENCHMARK: INVERT ELEVATION OF 12' DI IN RO D TO NORTH I ----- --- - --J 5. ----- - - _ _J I 43' I L_-- 40r J W I \\ /�// "! ( ) CB#2 ON 50TH AVE SW: ELEVATION: 109.30 �� 43' REMOVE EXISTING ASP14,0L \ SCALE: 1"=20' H I , 18 ROOF 0 RHANG (TYP)\ 0� \ �' c� XISTING CONTOUR PROPOSED of CONTOUR -'-�� 10' UTIUTY EASEMENT POWE OLE EALONG ALL ROAD FRI UL 1'//�(iL /./�- �, �/--- ---OH --OH-------7BT�-SOH- r/ // j' ,i / /:.,// / '�'%'?'" --- - ----S- - / - / S/.'�/, / /�/j/�S• ' i i..7 /�� , /-;:�-c;.^ g r"'`-� T�S� y- •;=•� / -�$,• -`s -� $%,:_ -/ Li /' /!,,. - - - - ^• S - - S - - - - S - - S •-R-�j /. /: / . /,/✓ ! / %! /; ' >SI$TI t1i C0 Oti J'7AjiRICAD' ,oI' / ,'�.�T/ / / /,•. /, / , , / ; f / : i / ///. /,' / / ii is 0 1. hV. W' / / ': //' // j % 810' / /, XI 71. •tT.24%%` R Q / / FlRE;H0 ADIT 29 / /�.' .//. i. "i / is / ) % , , / /,,%' ; / /i/ f/ / ; / - -/ %' •/ ' / 'Gl' / �'/ %/. .% C81 EXISTING TYPE 1 GRATE: 110.81 IE:108.66 (12"DI) CB2 EXISTING TYPE 1 120 GRATE: 111.07 V1 IE: 109.30 (OUT EX.12"DI, S=0.48%) IE: 109.30 (IN NEW 33'-12"DI, S=0.507) IE: 109.50 (IN NEW 60'-4"PVC, S=1.00%) ¢ CB3 TYPE 1 0NEW LO STA. 0+24.63, 14.47'LT GRATE: 111.10 3 IE: 109.46 (OUT 33'-12"DI,S=0.50%) � IE: 109.46 (IN 11'-12"LCPE,S=0.50%) J U CB4 NEW TYPE 1 110 STA. 0+31.52, 11.91'LT GRATE: 111.15 IE: 109.52 (OUT 11'-12"DI,S=0.507) IE: 109.52 (IN 16'-8"DI,S=0.507) IE: 108.50 (IN 280'-6"PERF CPEP,S=0.007) CB5 NEW TYPE 1 EXISTING SANITARY SEWER MANHOLE STA. 0+33.24, 6.37'RT SSMH NO. 4-50-01 GRATE: 111.36 STA:0+11.0 LT 15.4' IE: 109.60 (OUT 16'-8"DI,S=0.50%) RIM: 111.35 IE: 108.50 (IN 273'-6"PERF CPEP,S=0.007) IE(N): 103.78 IE(E): 103.88 C86 100 NEW TYPE 1 STA. 3+04.06, 16.10'LT GRATE: 110.68 IE: 108.50 (OUT 6"PERF CPEP,S=0.007) CB7 NEW TYPE 1 DAYW AZ" STA. 3+13.45, 6.56'RT GRATE: 110.56 IE: 108.50 (OUT 6"PERF CPEP,S=0.007) CB8 EXISTING TYPE 1 STA. 3+29, 16.8'RT SCALE: 1"=20' H 1"=5' H 0 10 20 80 40 50 PORTION OF T NE 1 /4, SE 1 /4, SECTION 10, T23N, R4E, W.M. \ LEGEND \ w w W- WATER MAIN (8"DI) \ 16 WATER METER s s s- SANITARY SEWER MAIN (8 STORM DRAIN \ O CATCH BASIN 6 \ 0 0 o FENCE \ OH OM OH- OVERHEAD UTILITIES G G G- NATURAL GAS 9 +a- NATURAL GAS ANVAVA UNDERGROUND POWER, PHONE, TV RESIDENCE PROPOSED r -- - ----- -- ----_ _ /,/,'' M1- WATER SERVICE LINE 1" POLY 200 PSI I I I r I \\ . '. fi / FP: 113.1 1 RESIDENCE I 0 I o \ R WATER METER 3/4' I11 GARAGE HI/LOW I I FF. 113,1 I 0 -I �' p S \\'/'//' / I ( I "r� ❑ I ROPOS4 5.� 1• I ` I 112.1/111.7 5 p GARAGE HI/LOW I I RESIDENCE I I PROPOSED I gPROPOSED \\•%/. / /� -S- -S- SANITARY SEWER MAIN 8 PVC, Ss1.00X CRAWL FL 110.8MIN 1129/112.5 FF: 113.1 RESIDENCE I I RESIDENCE L \� ��. ; \i / \ O 8" PVC CLEAN OUT. REF COT DETAIL SS-0; I CRAWL FL: 110. IN I I FF: 1111 ��2`���+++ ) I FF: 113.1 � ; - o I GARAGE HIAOW: N N N PO R L // SSMH I'� 4-51PL-04 25.00' 112 8/112.4 j GARAGE HI/LOW I GARAGE HIAOW: I �� /, -89- -89- - PROPOSED SANITARY SIDE SEWER -- -- ----I 1 I 112.8/ FL• 110.6MIN GARAGE HI I I 111.2/110.8 RIM:110.74 • CRivVILo % ' IE N :103. 4 SANITARY SIDE SEWER 6 PVC(Sa200X) 14 I I CRAWL FL: 110.6MIN I I CRAWL FL: 110.8MI IE S :103.3 W/ CLEAN OUT AND INSPECTION TEE AT (LI -- 41 - 0' _ L - - 40' - I 33' I \ \,/ IE :103.34\ PROPERY LINE BUT NOT UNDER PAVEMENT. /1� 27G-�R.r R� 5VD° 01aE ;7-7280' 6" P - - i 2 = 4� Oyu _ _ F ` S-°O.00 •4-LM) all + 0 u�i•u�i 1 3.28' VC uNi N o N x �- z a n HIGH POINT ELEV 12.15 z fn m� a+°W° of + o HIGH P POINT STA = 1 STA = 2+31. 82.27 6 v;o Z S �� r VI ELEV 112. 8 cWi NLo a'^ '^ 93 w;; n a �, v = 3 z M $ a9 A.D. _ -2.50 = m m 6i W _ 0.5 % ------- - - - ------- FINISHED GRADE - EXfST1 G GRADE O Q' W -2.00X 2.001 --- ------- ---- -- ------ -------- ---- - 280'_8 ERF CPEP ------ N--- Y [G�7 ------- ---- ------. ------------ ---- ------------ ------ ------ OD U PERVIOUS ROAD SUB -BASE EL 108.0 �p NEW 17W- PVC SANITARY SE , 5=1.00% NEW SANITARY SENLH ROAD MANHOLE STA:1+79.9 U IE:105.5. 2-15 RIM: OUT) (8"PVC-OUT) INSTALL 8 PVC CLEAN -OUT IE105. 8 (8"PVC-IN) EXTENDED (COT TO FINISH GRADE DETAIL SS-03) PRIVATE ROAD CENTERLINE PROF (COT ETAIL SS-05) SCALE: 1"=20' H RZ. 30' ROW 1"=5' VE T. 51 PL S. 50TH AVE RIGH -OF-WAY ��? o n eo^ ti O 000 N �Of o O-=' •.. aN ri n NN ri 'N M o w ME; W W NCO O �� Of d'O rn pl0 O � to ���2" c GRATE: 110.17 0+00 IE: 107.22 (18" N&S) IE: 107.37 (12" E) U-I-SU I+UU 1+0U 1+UU 1+5U 0Z011 1200 �m IL rW Lnr, Z !� 110 EXISTING SANITARY SEWER MANHOLE SSMH NO. 4-SIPL-04 STA:3+42.01, 10.59' LT RIM:110.74 IE(N):103.24 IE(S):103.34 IE(W):103.34 100 CONSTRUCTION NOTES: O1 NEW 8-PVC (S=1.00X) SANITARY SEWER MAIN TERMINATING WITH 48" MANHOLE. (COT DETAIL SS-05) ONEW FIRE HYDRANT ASSEMBLY (COT DETAILS WS-13, WS-10, WS-14, WS-18) OEXISTING WATER METER TO BE RELOCATED TO ROW LINE ® NEW 3/4" WATER METER SERVICES (COT DETAIL WS-01) OCONSTRUCT PRIVATE ROAD PER CROSS-SECTION A -A ON SHT 6 OF 8. REVIEWED FOR cE 0Ap ROVED APPROVED DEC 10 2013 OCT 012013 City of Tukwila PUBLIC works ��Iulcwli� BUILDING DIVISION �1 ii.:11_1 7._.v, 7,J Ur.`/ 0;-• TI-Ji,.,WILA DEC 2 3 2015 RECEIVE CITY OF TUk P;r:RNIl1 CEATER SEP 1 1 20' PERMIT CEN' REWEV )DE CC APPF JAN 0 DATE: 08/06/08 REVISIONS: s _cQ co V) LLJ (0 Z Z , 00 Wj a1 co a co _ c y N W N to I 0 Nm N v CIO Od r ~ z co co A W � a c c z � z z r a a a � W A FE CC i err \