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19-102045
4 1 Building - Single Family City of Federal Way Permit #:19-102045-00-SF Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: MENEESE Project Address: 28218 27TH AVE S Parcel Number: 111700 0030 Project Description: ADD-Construction of a new 316 square foot single level addition.Mechanical included.No Plumbing. Owner Applicant Contractor Lender BONNIE MENEESE BRIAN HATFIELDNEW BRIAN HATFIELDNEW 28218 27TH AVE S BEGINNINGS CONSTRUCTION. BEGINNINGS CONSTRUCTION. FEDERAL WAY WA 98003 1804 94TH AVE E 1804 94TH AVE E EDGEWOOD WA 98371 EDGEWOOD WA 98371 Census Category: 434-Residential alt/add- no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area(sq.ft.) Additional Permit Information New/Additional Sq.Feet-1st Floor 316 New/Additional Sq.Feet-2nd Floor 0 New/Additional Sq.Feet-3rd Floor 0 New/Additional Sq.Feet-Basement 0 New/Additional Sq.Feet-Deck 0 New/Additional Sq.Feet-Garage 0 Mechanical to be Included9 Yes Plumbing Work Valuation9 0 Mechanical Work Valuation9 1500 Number of Stories 1 New/Additional Sq.Feet-Other 0 Is this an Online or O.T.C.application9 No Plumbing to be Included9 No New/Additional Sq.Feet-Total 316 Comprehensive Plan Designation SF-High-Density Zoning Designation RS 9.6 Residential Total Valuation:38,697.36 3-11WL 1-Boilers 1 Gas Piping 1 PERMIT EXPIRES Sunday,27 October,2019 Permit Issued on Tuesday,April 30,2019 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. � Owner or ag;nt: _ Date: L( ' 3 0 ( `� THIS CARD IS TO REMAIN ON-SITE `""cip 1011 Construction Inspection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 19 102045 00 Address: 28218 27TH AVE S Project: HOBSON MENEESE FEDERAL WAY WA 98003-3306 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. SWM Precon Site Mtg(4400) Q Initial Erosion Control(4365) El Footings/Setback(4110) Approved To be done PRIOR to breaking ground Approved to place concrete By Date By Date By ,J Date 5 4❑ Foundation Wall(4115) I:I Drainage/Downspout(4040) Q Slab/Concrete Floor(4255) Approved to place concret Approved to backfill Approved to place concrete By Date 5 7 / By Date , By Date 5.. El Underfloor Framing(4285) ® Floor Sheathing(4105) • El Shear Walls(4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By`te, 5 Date fp El Roof Sheathing(4220) EI Mechanical Rough-in(4165) 0 Gas Piping(4125) Approved to install roofin• Approved Approved to release test B (,(J Date p By LrtDate f r / 1 By Date E 3 Fire/Draft Stops(4095) 1 El Interim Erosion Control(4370) Prior to scheduling a Framing inspection; Electrical,Plumbing&Mechanical Rough-in Approved I Approved Ax and Fire/Draft Stop inspections must be signed- ByC D• ate U /9 By Date off and approved. IBC 109 3.4 D r Framing(4120) © Insulation(4150) ,El Gypsum Wallboard Nailing(4130) Approved to insulate Approved to install wallbo d Approved to install mud&tape By iDkSS Date /079 /5 8/1.0' Date /V , V/ By ...c Date /2///Q CI Final Erosion Control(4375) Q Final-Mechanical(4065) 1 0 Final-Building(4050) Approved Approved Approved By Date ,.By Date By//05 Date A� y� • 0 Rough Electrical ❑ Final Electrical El Right of Way Approved Approved Approved By Date By Date By Date Yr 7-i 7-1 4 H • z ')%\ NNy1 Vt _ M 0 J M 1 cfl .. `��y( � y� N t4i .0 iti PI _!.414**...ki,2,,,,:;1:7-Ar: .< t ><-)L_ • Y _ 40::- a: ri ) .9 N � s. w °- N r ry. co i W N N 1 p ry p k cp w v 4 NY 0 < 0 Ii.4. 1 4 lei p P 32 , •5 PI d 6 W2 � 0 Y213 0 0; W 0 0 4 .‘1 6 11 1 v) 0 ,U Q,. i 3 NJ _io 0 0 i i — ,'1_ i ? '4 e/ 1:; d 043 0b )1CO CIS Id 6J w lr Q 20 Niti ki ., SHb jp0 9 0Q Z cc0o 1v o I OC �� i i f 11 tl ( ti. : 0 6 N N t -4sl ' x c = 5 1j 4 . � g � e _ 60 t4 r3 1.-Z\ I- J g "' �\ ....1%,. 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J D-F_ ' - — R.HORN ASSOCIATES PO Box 5102 Kent,Washington Fax/Phone 253-631-5353 BeamChek v2018 licensed to:RALPH HORN ASSOCIATES Reg#8111-1795 HATFIELD/28218 27TH TRUSS TOP CHORD Prepared by:RJH Date:6/04/19 /..r_ P Selection 2x 6 HF#2 24 In oc Lu=0.0 Ft 1 Conditions NDS 2015,Repetitive Use,DL adj:3.5:12 pitch • Min Bearing Area R1=0.7 in R2=0.71112 (1.5)DL Defl=0.12 in Qgia Beam Span 8.25 ft Reaction 1 LL 206# Reaction 2 LL 206# Beam Wt per ft 0# Reaction 1 TL 292# Reaction 2 TL 292# Bm Wt Included 0# Maximum V 292# Max Moment 603'U Max V(Reduced) 260# TL Max Defl L/240 TL Actual Dell L/317 LL Max Deft L/360 LL Actual Dell L/514 Attn'bules Section OW) Sheat(in') TL Dell(in) LL Defl Actual 7.56 8.25 0.31 0.19 Critical 4.95 2.26 0.41 0.28 Status OK OK OK OK Ratio 65% 27% 76% 70% Fb(psi) Fv(psi) E(psi x mit) Fc I(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1461 173 1.3 405 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:50 Uniform TL:71 =A Uniform Load A R1=292 R2=292 SPAN=8.25 FT Uniform and partial uniform loads are lbs per lineal ft. R.HORN ASSOCIATES Aik""^ti,�'-� PO Box 5102 Kent.Washington Fax/Phone 253-631-5353 BeamChek v2018 licensed to:RALPH HORN ASSOCIATES Reg#8111-1795 HATFIELD/28218 27TH TRUSS BOTTOM CHD Prepared by:RJH Date:6/04/19 Selection 2x 4 HF#2ea24incc Lu=0.0 Ft Conditions NDS 2015,Repetitive Use Min Bearing Area R1=0.2 in' R2=0.2 in' (1.5)DL Dell=0.22 in Cate Beam Span 8.25 ft Reaction 1 LL 41# Reaction 2 LL 41# Beam Wt per ft 0# Reaction 1 TL 83# Reaction 2 TL 83# Bm Wt Included 0# Maximum V 83# Max Moment 170`# Max V(Reduced) 77# TL Max Del L/240 TL Actual Del L/265 LL Max Del L/360 LL Actual Del L/663 Attributes Section(in') Shear On') TL Dell(in) LL Del Actual 3.06 5.25 0.37 0.15 Critical 1.39 0.77 0.41 0.28 Status OK OK OK OK Ratio 45% 15% 91% 54% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1466 150 1.3 405 Ad/cements CF Size Factor 1.500 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:10 Uniform TL:20=A Uniform Load A A R1=83 R2=83 SPAN=8.25 FT Uniform and partial uniform loads are lbs per lineal ft. • . Fastener Designer: Solutions Report SIMPSON Report Generated:June 12,2019 Strox� Tie' (--1-t-t--mak C'-2 Solution •-- - - Supply (5) 0.195" x 3" Strong-Drive® SDWH TIMBER-HEX Screws SDWH19300DB 8'I .end distance 8'Mln.between fawners 1'�fr MBn.edge • 1*- rat= between /Zero rows 0 Q SDWH Spaeing Requirements Strong-Drive® SDWH TIMBER-HEX Screw Structural Wood-to-Wood Connections Including Ledgers Ideal for structural and general-purpose fastening applications where a hex-head drive is preferred.The SDWH structural wood screws are ideal for the contractor and do-it-yourselfer alike. Features: • Bold thread design that provides superior holding power. • Patented SawTooth"" point ensures fast starts,reduces installation torque and eliminates the need for pre-drilling in most applications. • Under-head nibs that offer greater control when seating the head. • Large washer head provides maximum bearing area (0.64"head diameter). • Size identification on all SDWH screw heads. Double-barrier coating provides corrosion resistance equivalent to hot-dip galvanization,making it suitable for certain exterior and preservative-treated wood applications,as described in the evaluation report. Notes: 1. Loads are based on installation into side grain of the wood with the screw axis perpendicular to the face of the member. 2.Adjusted yield value includes the adjustment factors selected above. 3.The tested yield value is based on testing conducted in accordance with AC233. It is the average ultimate test value divided by 5. If no testing was done for the selected thickness then the minimum yield value is calculated based on www.strongtie.com/fd Page 4 of 5 * r - 4111%,‘ RECEIVED PERMIT APPLICATION CITY OFs Federal Way APR 3 0 2019 PERMIT CENTER+33325 8th Avenue South+ Federal Way,WA 98003-6325 253-835-2607+ FAX 253-835-2609 +permitcenter@cityoffederalway.com CITY OF FEDERAL WAY Itke5 41-30 /U:30 COMMUNITY D ELO0 C F- u S PERMIT NUMBERI 1 _ (f d r TARGET DATE ).96 SITE ADDRESS SUITE/UNIT a a`6d1 (6 x'144 Ave 5 r secal WaN W4 99)b3 PROJECT VALUATION ZONING ASSESSOR'S TAE/PARCEL a $ 19 5, ow I 1 t b D - 0 0 3 v TYPE OF PERMIT )(BUILDING ❑ PLUMBING 0 MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT IA f. K. f C e Arkjik-,oto o ' Sw q � � x bpdm r" UJ tNstAlefi qoh PROJECT DESCRIPTION ) I Detailed description of work to ()A) 9nld-e VA1(4a{,fni) be included on this permit only I NAME_< PRIMARY PHONE Dec b 1�OA)A),tfA)a-5i. y,9,5-37,a-14.a3 PROPERTY OWNER MAILING ADDRESS ;�al% 714°-AUC S 11,165 huln50�IQt tipyal�uu.rum CITY(d.QfLOAN Ory STATE- ZIP 9 YOU 3 NAME PHONE�,.09,N)‘Ngs � 5(t A) 53,3/.2- (do 9 MAILING ADDRESS Q f E-MAIL CONTRACTOR CITY( 4 �AUE e ATE 2 FAwbe9COO Q CASA.Cat/A Ili oocl WA STATECONTRACTOR'S LICENSE a (AGE 9 EXPIRATION"F 1 TE FEDERAL WAY BUSINESS LICENSE# Q6G- U.)0E tokr6Et*oln(oPO . c,01-52,0,3-,A it'J, Di c21 uRI. : l„ok •5%0-3}I PRIMARY PHONE APPLICANT MAILING ADDMM, cliVeAe-lak U)Akt . Wilk WA- ZIP qe4003 FAX PHONE PROJECT CONTACT NAME'Ci.O,3 [\&c C.-AA ,255 Y 31 al.- wq a (The individual to receive and MAH.mG ADDRESS /�ADE _DE &MAU, respond to all correspondence (46c)� 94-4A hpu \n9CDIkk&rA5+0.C concerning this application) CITY �, STATE ZIP ' FAX dqQ wood '- 9`6 PROJECT FINANCING NA>i 10 t. , nM OWNER-FINANCED When value is$5,000 or more MAILING ADDRESS CITY,STATE ZIP PHONE (RCW19.27.095) g-c.i4K a Ave- t Vedniek U)AI W4 9ocv3 40-5-11.2-14 I certify under penalty of perjury that I am the property owner or authorised agent of the property owner.I certify that to the best of my knowledge,the information submitted in support of this permit application is true and correct.I cert4lfy that I will comply with all applicable City of Federal Way regulations pertaining to the work authorised by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the 'city "as a part of this application. /� SI e 1 O(,lu .<�N,PA/�- DATE Li 1 ab 1 19 PRINT NAME: UAJ,i Il l cA)FE Bulletin#100—January 29,2016 Page 1 of 2 k:Handouts\Permit Application • VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ 5b b. 1)0 Indicate how many of each type of fixture to be installed or relocated as part of this_project.Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS(Cgmmen:ial( BOILERS FURNACES HOT WATER TANKS p.m COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING I GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT AAA- Indicate AA Indicate how many of each type of fixture to be installed or relocated as part of this project.Do not include existing fixtures to remain. BATHTUBS(or Tub/Shower Combo) LAVS(HandTOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS(Kitchen/Utility( WATER HEATERS(Elcviq HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS A)o)oe Lop \t- a06./k) Lake a u .sJ EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? &)R\QvAiti%5A.kie 999 D ❑Yes t51 No ❑Yes No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR(or Mobile Home) ov 1(D I 2.1L0 SECOND FLOOR I ©5D ' 0 } 1050 COVERED ENTRY DECK GARAGE 0 CARPORT 0 OTHER(describe) Area Totals 4n5t) 3STING rao►rossa i ...HOMES ONLY" ESTIMATED SELLING PRICE$ I #OF BEDROOMS COMMERCIAL-NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information Square FeetType Stories NEW BUILDING ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information Square FeetType Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100—January 29,2016 Page 2 of 2 k:\Handouts\Permit Application PROPERTY OWNER JERRY AND BONNIE MENEESE 28218 27TH AVE S. FEDERAL WAY WA 98003 TAX LOT NUMBER 111700-0030 LEGAL DESCRIPTION BRITTONS FIRST ADD PLAT BLOCK: 1 PLAT LOT: 3 QUARTER -SECTION -TOWNSHIP -RANGE: SE-33-22-4 SCOPE OF WORK 278 SF BASEMENT ADDITION TO AN EXISTING 1,950 SF SINGLE FAMILY RESIDENCE. BUILDING CODES 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 WA STATE ENERGY CODE, UNIFORM PLUMBING CODE, INTERNATIONAL MECHANICAL CODE ZONING RESTRICTIONS ZONE RS9.6 LOT AREA 9,990 MAX LOT COVERAGE 60% HEIGHT LIMIT 30', OR 18' ABOVE AVERAGE ELEVATION (NOT TO EXCEED 24' TO T.O. RIDGE) SETBACKS (F,B,S,S) 15, 5, 5, 5 PRESCRIPTIVE INSULATION REQUIREMENTS CLIMATE ZONE 4C (MARINE) FENESTRATION: U = 0.30 OVERHEAD GLAZING: U = 0.50 CEILINGS: R-49 VAULTED CEILINGS: R-38 WALLS: R-21 (W/ HEADERS INSULATED R-10 MIN.) WALLS: R-21 (BELOW GRADE INTERIOR FRAMING) WALLS: R-15 (BELOW GRADE CONT. INTERIOR) WALLS: R-10 (BELOW GRADE EXTERIOR) FLOORS: R-30 SLAB ON GRADE: R-10 (2' PERIMETER) ALL NEW GLAZING AND DOOR U-VALUES AND INSULATION R-VALUES TO SATISFY PRESCRIPTIVE PATH OF THE 2015 WASHINGTON STATE ENERGY CODE (SEE WINDOW & DOOR SCHEDULE FOR INDIVIDUAL U VALUES) ARCHITECT KELLEN WHITE ARCHITECTS 9644 55TH AVENUE SOUTH SEATTLE WA 98118 CONTACT: KELLEN WHITE KWHITEARCHITECTS@GMAT L.COM STRUCTURAL ENGINEER JP JONES ENGINEERING 711 SAINT HELENS AVE., SUITE 208 TACOMA, WA 98402 CONTACT: JORDAN JONES, PE jordan@jpjonesengineering.com 1.253.448.7331 LOT COVERAGE CALCULATIONS LOTAREA 9,990 MAX LOT COVERAGE 5,994 SF BUILDING FOOTPRINT 1703 SF DRIVEWAY 567 SF DECK 170 SF WHEEL STRIPS 304 SF PATIO 973 SF EXISTING SHED (TO REMAIN) 468 SF TOTAL LOT COVERAGE 4,185 SF EARTH DISTURBANCE CALCULATIONS SF OF EXCAVATION 280 SF CUBIC YARD OF CUT 2.9 CUBIC YARDS FLOOR AREA CALCULATIONS BASEMENT EXISTING HEATED 780 SF UNHEATED 467 SF NEW ADDITION 278 SF TOTAL 1525 SF FIRST FLOOR EXISTING HEATED 1,133 SF TOTAL HEATED 2,161 SF TOTAL SF 2,628 SF BUILDING HEIGHT CALCULATIONS NO CHANGE IN BUILDING HEIGHT PROPOSED. AVERAGE GRADE CALCULATIONS N/A. NO CHANGE IN BUILDING HEIGHT PROPOSED. TREE RETAINAGE CALCULATIONS NO CHANGE. ROOF VENTILATION CALCULATIONS SEE ROOF PLAN. FOUNDATION VENTILATION CALCULATIONS N/A. HEATING SYSTEM NEW HIGH EFFICIENCY MINI SPLIT SYSTEM RESIDENTIAL ENERGY CREDIT CALCULATIONS REQUIREMENTS PER SEC R406 TABLE R406.2: SMALL DWELLING UNIT(< 1500SF)= 1.5 CREDITS OPTION 1 A (.5 CREDIT) & 3D I CREDIT) = 1.5 CREDITS EFFICIENT BUILDING ENVELOPE 1A & HIGH HVAC EQUIPMENT TESTS & CERTIFICATIONS DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR & HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC 105.41S REQ'D TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER & PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION BULDING AIR LEAKAGE TESTING, DEMONSTRATING AN AIR LEAKAGE RATE NOT TO EXCEED 5 AIR CHANGES PER HOUR. (R402.4.1.2) IS REQ'D PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR & HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION HIGH EFFICACY LUMINAIRES MINIMUM 75% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES VAPOR RETARDERS VAPOR RETARDER PAINT LISTED FOR THIS APPLICATION, TO BE USED ON THE INTERIOR SIDE OF ALL EXTERIOR WALLS AND CEILINGS, 5 MIL POLY VAPOR BARRIER TO BE PLACED ON UNDERSIDE OF NEW FLOOR SLABS, AND WOOD WALLS/ CEILINGS. INDOOR AIR QUALITY PRESCRIPTIVE PATH PER 2015 INTERNATIONAL MECHANICAL CODE ALL NEW EXHAUST DUCTS TO MEET REQUIREMENTS OF IMC 603.2. NEW SOURCE SPECIFIC VENTILATION LOCATIONS PER IMC TABLE 403.3: BATHROOM FANS: MINIMUM 50CFM (INTERMITTENT) KITCHEN FANS: MINIMUM 100CFM (INTERMITTENT) *SEE PLANS FOR ACTUAL SIZING SOURCE SPECIFIC VENTILATION CONTROLLED BY MANUAL SWITCHES AND/OR TIMERS. GENERAL NOTES CONTACT ARCHITECT IMMEDIATELY CONCERNING ANY DISCREPANCIES IN THE DRAWINGS PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA. DIMENSIONS ARE TO FACE OF CONCRETE AND FACE OF FRAMING UNLESS OTHERWISE NOTED. ALL APPLICABLE CODES, ORDINANCES, AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVERALL DRAWING NOTES, SPECIFICATIONS, AND SIZES. VERIFY ALL DIMENSIONS BEFORE BEGINNING WORK. DO NOT SCALE DRAWINGS. PROVIDE APPROVED DRAFTSTOPPING IN CONCEALED SPACE BETWEEN CEILING AND FLOOR PER IBC. PROVIDE APPROVED FIRESTOPPING IN WALLS PER IBC. PROVIDE SOLID WOOD BLOCKING FOR SUPPORT AT ALL WALL MOUNTED FIXTURES. FLASH ALL OPENINGS WITH MINIMUM 26 GAUGE GALVANIZED OR ALUMINUM. CAULK ALL OPENINGS COMPLETELY. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACK-UP PER CODE. PROVIDE CARBON MONOXIDE DETECTORS ATALL LEVELS PER IRC R315. EACH DWELLING UNIT IS REQ'D TO BE PROVIDED WITH AT LEAST PROGRAMMABLE THERMOSTAT FOR THE REGULATION OFTEMPERATURE. THE ARCHITECT'S DRAWINGS ARE FOR THE PURPOSES OF DESCRIBING THE ARCHITECTURAL DESIGN ONLY, AND DO NOT CONSTITUTE STRUCTURAL DRAWINGS. A STRUCTURAL ENGINEER WILL BE REQUIRED TO PROVIDE ALL STRUCTURAL DRAWINGS AND CALCULATIONS (THAT MAY BE) REQUIRED FOR PERMITTING AND CONSTRUCTION. SHEET INDEX Al PROJECT INFO/NOTES A2 BASEMENT PLANS A3 ROOF PLAN AND DETAILS A4 ENERGY CODE CALCULATIONS S1.1 GENERAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 DETAILS SITE PLAN KEY -•—•—•—•—•—•—•- PROPERTY LINE - - - - - - - - - - - - - - SETBACK LINE — - — - — - — - — STREET CENTERLINE EXISTING BUILDING (TO BE REMOVED) NEW PAVED AREA NEW BUILDING AREA 7/�� EXISTING BUILDING AREA TO REMAIN SS SANITARY SEWER LINE -0- POWER POLE WATER METER ❑E POWER METER © GAS METER 600 ----- ORIGINAL GRADE CONTOUR LINE n NEW CONTOUR LINE FILTER FABRIC FENCE 11x I) DRAINAGE LINE (SEE CIVIL) CW WATER LINE G GAS LINE EXIST GRADE ELEVATION PL POWER LINE CE CONSTRUCTION ENTRANCE CPC COVERED STOCK PILE DRIP LINE -------------- TREE DRIP LINE PROTECTION FENCING DS EXISTING DOWNSPOUTTO REMAIN NEW DOWNSPOUT (SEE ELEVATIONS) PLANTING STRIP 27TH AVENUE SOUTH City Of Fader 4 i Way Building DivislOn v� r 1 t RECEIVED i p APR 3 0 2019 5- CITY OF FEDERAL WAY m COMMUNITY DEVELOPMENT l H 00 r' n GO N Q N iW W J � N U0 O Q w 0 �o Z V w J W =� c� 2 � F � V 'O w Ux U a z W W 3 I " J L1J a W V z LL.I O w LU 1_ t7 V~2 = Z � a �a z3 Uj JO J W W l W z CA W CV z _ co O W � Ik Q 2:f r)LLJ MENEESE 28218 27TH AVE S. FEDERAL WAY WA 98003 . DRAWING REVISIONS #REVISION (RECENT) 01 #REVISION (RECENT) 02 #REVISION (RECENT) 03 #REVISION (RECENT) 04 Q 2017 KELLEN WHITE ARCHITECTS, ALL RIGHTS RESERVED. the This ob,pdwinperty instrument White Architects, and the sole properly of Kellen WhiteArchitects, any use of this drawing without written consent by Kellen White Architects is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work in accordance with the contract documents. Always use dimension: ----- - shown. Drawings are not to be scaled. Drawing scales as indicated are reference only and are not intende accurately depict actual or cast, conditions. Written dimensions govern. ......................... BUILDING DEPARTMEI STAMPS SITE PLAN SCALE:1/8" = V