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18-104997 Building - Single Family City of Federal Community Developmen Dept Permit #:18-104997-00-SF 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835.2607 Fax(253)835-2609 Project Name: XU Project Address: 33446 11TH PL SW Parcel Number:926496 0270 Project Description: ADD-Construction of a 176 square deck attached to the existing single family residence. Owner Applicant Contractor Lender JUAN XING XU JUAN XING XU OWNER IS CONTRACTOR OWNER IS LENDER 33446 11TH PL SW 33446 11TH PL SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 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 Mechanical to be Included? Yes Number of Stories 2 Is this an Online or O.T.C.application No Plumbing to be Included? Yes Total Valuation:3,423.20 . .,,..,r,. la c,l- €€,. :- ..K. ,�,zL, .ley.., ,., ,,, rn�,�f,. ,�✓,' .. ... PERMIT EXPIRES Sunday,26 May,2019 Permit Issued on Tuesday,November 27,2018 I hereby certify that the above information is correct and that the construction on the above describedproperty 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 agent �""-` Date: ��/0LO r 8 IPI ' aa . THIS CARD IS TO REMAIN ON-SITE ' errr w 4M ! Federal Construction Inspection Record INSPECTION REQ TS:(253)835-3050 PERMIT#: 18 104997 00 Address: 33446 11TH PL SW Project: HUIMIN CHEN FEDERAL WAY WA 98023-5309 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 Mfg(4400) El 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 Date 2 7 El Foundation Wall(4115) ® Drainage/Downspout(4040) © Plumbing Groundwork(4190) Approved to place concrete Approved to backfill Approved to cover By Date By Date By Date ❑ Slab/Concrete Floor(4255) ® Underfloor Framing(4285) ® Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Date By Date 0 Shear Walls(4245) 33 Roof Sheathing(4220) an Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved By Date By Date By Date 0 Mechanical Rough-in(4165) M Gas Piping(4125) al Fire/Draft Stops(4095) Approved Approved to release test Approved By Date By Date By Date a3 Interim Erosion Control(4370) Prior to srkdaliag a Fraol.g hsapecttoa; NI �p Framing(4120) Approved Electrical,Plumbing&Mechanical Rough-in /' Approved to insulate and F re/Drait Stop inspectioas mast be Biped- By Date strand approved. IBC 109.3.4 By LIVS Date l40 �/ • al Insulation(4150) X] Gypsum Wallboard Nailing(4130) nj Final Erosion Control(43 5) Approved to install wallboard Approved to install mud&tape Approved By Date By Date By Date Final-Mechanical(4065) ® Final-Plumbing(4075) 23 Final-Building(4050) Approved Approved Approved By Date By Date By`c4) Date `o /Y ( • o Rough Electrical 0 Final Electrical [J Right of Way Approved Approved Approved By Date . By Date .By Date • b kk ,.y ' tiN No y ` RECEIVED CITY OF �- PERMIT APPLICATION Federal Way OCT 23 2018 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 COMMUNUY DEVELOPMENT� 9 9 /] PERMIT NUMBER ) V _, 1 0 / _ Ls LEE , / -z-7 ---18 TARGET DATE SITE ADDRESS SUITE/UNIT# 3 3 44,6 �44-, c s , . je 6d (AM 9E-023 PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ �z000 Q 9 Z (9 11 q _ b 2 -7 6 /TYPE OF PERMIT 'BUILDING 0 PLUMBING 0 MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT ytA -p ;.t/J p`ate PROJECT DESCRIPTION To b t`;(d a r 2 vJ dick t ;.s a4 e-c& 4 to rg_ n s e Detailed description of work to �j be included on this permit only NAME PRIMARY PHONE ) )(� XI 42c-2S-6—( &41 PROPERTY OWNER MAILING ADDRFAS E-MAIL 4,b 334 11 VVV��� p L s(A L;,,,.K e-A72 0CIT �,,./+ vSTATE ZIP /j / Q _O`cem N E ' .).-. _.. PHONE f A D /u a.v� )C\A ( 0'1- 33 `fMAILING S l 1 ` E-MAIL CONTRACTOR �7 CITY t I� STATEQ y ZIP O ` FAX WA STATE CONTRACTOR'S LIC aS # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# (Ql / / N i L,,1 y tA PRIMARY PH zs'_ / ' ramm tAotAAQZS- o G ADDRESS / E-MAIL APPLICANT, 33446 / PL S'W L i h�f'.P/X/2 2,--t ej 1/ . 5C� CITY FeAP,e1 STATE ZIP ^ _�` FAX / N /1\ WoiAl V,v('/�J gVJ S PRIMARY PHONE PROJECT CONTACT (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX NAME PROJECT FINANCING X ritAl�t1I , x 01 N OWNER-FINANCED When value CW 19.27.090or more ?.?4,-.14 AD(REBS CITY,STg o Z,P fi ( l �f - PHONE -(5 1 I certify under penalty of perjury that I am the property owner or authorized agent 4the 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 certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized 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. 1 SIGNA . DATE 7 O—L "--'2"°1 PRINT NAME: ) i Lvt1 )(IA Bulletin#100–January 29,2016 Page 1 of 2 k:\Handouts\Permit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ 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(commercial) BOILERS FURNACES HOT WATER TANKS(Goa) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ 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(Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS(Kitchen/Utility WATER HEATERS(Eiectric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS No L p(D L u i_ $ O EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? '1 ❑Yes LIEI No ❑Yes No 1I d ivt.Q ( n 4e RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE V . ,�.,� ' FIRST FLOOR(or Mobile Home) '_ f1 -,,,,,i, - ,1„,4",,,e,./,,5 �te " l di , Cwi�" a''',".•-, s.." >,e w,.A,&. ,.» . '/ ,sty u ... -COVERED ENTRY y�$ te ',10,.;= '...,.‘...44,..4,z, �,f�fiP -•tc, t, +Tr . T' fi > 1. . t..A.,.: " - ' ,. .............._.-...._......................................._..................___.�._..-.._..._.. __.-_ vr. GARAGE 0 CARPORT 0 Area Totals EXISTING PROPOSED TOTAL , ESTIMATED SELLING PRICE$ I #OF BEDROOMS COMMERCIAL—NEW/ADDITION Area in Construction #of Additional Infor matio nAREA DESCRIPTION Occupancy Group(s) ,,a Stories uare Feet , €; r ,,c-v . „ " x� e Vt ,is� ,: , ; f ,rI ?4xM ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS Area in Construction #of AREA DESCRIPTION'' Occupancy Group(s) Additional Information uare Feet e Stories V":7"4:."!, e)o (r a �, ''`.1r' ` :',4:,1-1".".." w '� . .: ,,., ( 1.,.7 'rxix,s- . !,i V.Es . 7'.1.....1.,::;.2...,-,-..........---:.-,,,,..-4....'"....`"o' Ramu TENANT AREA ONLY , - � t rrs1: C "/ 0 x ,;:7,,,,f::: r ` h ' a :..., ' 's z %t' - k"7,s:` wt Eyz ' 9` g.m c �. t 1: '< Bulletin#100—January 29,2016 Page 2 of 2 k:\Handouts\Permit Application GENERAL NOTES: THE BUILDER 15 RESPONSIBLE FOR U51NG SAFE WORK PRACTICES AND CONFORMING TO ALL SAFETY ORDINANCES. THE BUILDER IS TO VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. ANY CHANGES TO STRUCTURE MUST BE REVIEWED AND APPROVED BY REMBRANDT DRAFTING AND DESIGN. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 EDITION. DESIGN LOADS ROOF LOAD: SNOW 20 PSF, DEAD 10 PEP FLOOR LOADS: LIVE 40 P5F, DEAD 10 PSF WIND SPEED: V5 3-5EC= 110 MPH, IW=1.0, EXPOSURE "B" SEISMIC: DESIGN CATEGORY "D2", 55= 1.51, 5\U+2081= 0.50, IE=1.0, SITE GLASS "D", R= 6.5 SOILS: SOIL BEARING OF 1500 P5F 15 ASSUMED. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE SITE SOILS PROVIDE THIS MINIMUM BEARING CAPACITY. FOUNDATIONS: EXTERIOR FOOTINGS TO BE A MINIMUM OF 15" BELOW FINISHED GRADE BEARING ON NATIVE UNDISTURBED SOIL. BACK FILL WITH APPROVED FILL MATERIAL. BAGKFILL BEHIND A RETAINING WALL A MINIMUM OF 6" WITH A GRAVEL OR WELL DRAINING SOIL. STRUCTURAL FILL UNDER FOOTINGS AND SLABS TO BE q5% COMPACTED TO A MODIFIED PROCTOR DENSITY (A5TM D1557). ALL CONSTRUCTION ON FILL 501L SHALL BE APPROVED BY A REGISTERED PROFESSIONAL GEOTEGHNIGAL ENGINEER. REINFORCING STEEL: ALL REINFORCING STEEL TO BE GRADE 60 PER A5TM A-615. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTING AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" EXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLER AND 2" FOR #6 AND LARGER. FOOTING BARS CAST AGAINST EARTH REQUIRE 3" COVER. CONCRETE: ALL CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE IBC 2015. MIN. COMPRESSIVE STRENGTH SHALL BE 3000 PSI' AT 28 DATES WITH A MIN. WATER/CEMENT RATIO OF .45. ALL CONCRETE SHALL BE AIR ENTRAINED 5 +/-1 %. MAX AGGREGATE SIZE = 7/5". 'SPECIAL INSPECTION NOT REQUIRED. 3000 PSI COMPRESSIVE STRENGTH 15 SPECIFIED FOR WEATHERING PROTECTION. STRUCTURAL DESIGN OF CONCRETE BASED ON 2500 P51 COMPRESSIVE STRENGTH. FLOORING AND ROOFING: PLYWOOD SUB FLOORING SHALL BE 3/4" T&G GDX OR OSB (GLUED AND NAILED). NAILING SHALL BE 10D Q 6"O.C. ALONG PANEL EDGES, AND 12"O.C. IN FIELD (U.N.0) SPAN INDEX SHALL BE 45/24. STAGGER END LAPS. ROOF SHEATHING SHALL BE 1/2" GDX OR 7/16" 055 NAILED W/SD (9) 6" O.G. ALONG PANEL EDGE5, AND 12" O.G. IN FIELD SPAN INDEX SHALL BE 24/0. STAGGER END LAPS. FLOOR FRAMING: USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN 1/2 THE LENGTH AROUND OPENINGS. PREFABRICATED FLOORING MATERIALS BY OTHERS. TYPCIAL BUILT UP COLUMN: ALL COLUMNS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE LAMINATED TOGETHER PER DETAIL 30/50-1 . ALL COLUMNS SUPPORTING GIRDER TRUSSES OR GLUE LAMINATED BEAMS ARE TO BE THREE STUDS MINIMUM WHICH ARE LAMINATED TOGETHER. SOLID SAWN COLUMNS MAY BE SUBSTITUTED IN LIEU OF BUILT UP COLUMNS BY PROVIDING AN EQUIVALENT GROSS SECTIONAL AREA. TYPICAL WALL NOTES: STUD FRAMING SHALL BE HEM-FLR U.N.O. WHERE ANCHOR BOLTS ARE USED, THEY SHALL BE 5/8' AND NO MORE THAN 45" APART EMBEDDED AT LEAST 7". THERE SHALL BE A MINIMUM OF 2 SILL ANCHORS PER PIECE (SILL PLATE), WITH 1 LOCATED WITHIN 12" OF EACH END OF EACH PIECE. ANCHOR BOLT WASHERS SHALL BE 3"X3"X0/22q" SQUARE AND TIGHTENED TO THE PLATE. HOLDOWN5 AND FASTENERS SHALL BE 5IMP50N U.N.O. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ALL BEARING WALL5 OVER 10' SHALL BE LATERALLY BRACED AT 4' O.G. HEADERS ALL HEADERS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE 4X8 DF#2 OR (2) 2X10 HF #2 WITH AT LEAST ON CRIPPLE AND ONE STUD FOR EACH END FOR OPENINGS \U+22645'-O" WIDE AND TWO CRIPPLES AND ONE KING STUD FOR ALL OTHERS. P05T-BEAM CONNECTIONS POSITIVE CONNECTIONS SHALL BE PROVIDED AT POST -BEAM CONNECTIONS TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. ANCHORAGE OF WALL5 AND COLUMNS TO FOUNDATIONS SHALL BE PROVIDED IN ACCORDANCE WITH PLANS AND SHEAR WALL 5GHED. 155-2 31b" -1500 I Plot Plan GLUED LAMINATED BEAMS (GLB) GLUED LAMINATED WOOD BEAMS SHALL BE PER AN51 A1g0.1, AMERICAN NATIONAL STANDARDS FOR STRUCTURAL GLUED LAMINATED TIMBER. USE GRADE DF 24F-V4, FB=2,400 PSI, FV= 240 PSI UNLESS NOTED OTHERWISE ON THE PLANS. LAMINATED VENEER LUMBER (LVL) LAMINATED VENEER LUMBER SHALL BE DOUG FIR (DF) MEETING THE REQUIREMENTS OF A5TM D255q WITH GRAIN PARALLEL TO THE LENGTH OF MEMBER, FB=2,200 PSI, FV= 285 PSI, E=1 .8 X 10\U+2076 PSI. PARALLEL STRAND LUMBER (PSL) PARALLEL STRAND LUMBER SHALL BE MANUFACTURED PER NER-2q2 MEETING THE REQUIREMENTS OF A5TM D255q WITH GRAIN PARALLEL TO THE LENGTH OF MEMBER, FB= 2,g00 P51, FV= 2q0 PSI, E=2.0 X 10\U+2076 PSI. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF#2 OR BETTER POSTS DF#2 OR BETTER PROTECTION AGAINST DECAY AND TERMITES: IBS 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE FOLLOWING CONDITIONS: 1. JOISTS, AND 5UBFLOOR5 THAT ARE CLOSER THAN 15" TO EXPOSED GROUND IN CRAWL SPACES OR UNEXGAVATED AREAS LOCATED WITHIN THE PERIMETER OF THE BUILDING FOUNDATION. (GIRDERS = 12") 2. WOOD FRAMING INCLUDING SHEATHING THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LF-55 THAN 8 INCHES FROM EXPOSED EARTH. 3. SLEEPERS, SILLS, LEDGERS, POSTS AND COLUMNS IN DIRECT CONTACT WITH CONCRETE OR MASONRY. ALL FIELD -GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED, FOR US CATEGORY UG4A PER AWPA U1-07, IN THE FIELD U511S!G A q.08% COPPER NAPHTHENATE (GUN) SOLUTION SUCH AS "END GUT SOLUTION" (CUNAP5OL-1) IN ACCORDANCE WITH THE PRODUCT MANUFACTURES DIRECTIONS. PREFABRICATED JOISTS AND ROOF TRUSSES PREFABRICATED JOISTS AND ROOF TRUSSES ARE DEFERRED SUBMITTAL ITEMS AND ARE TO BE DESIGNED, FABRICATED AND INSTALLED PER THE LATEST TRUSS PLATE INSTITUTE STANDARDS. PRE -FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL CONNECTION DESIGN AND DETAILS. WHERE TRUSSES ARE NOT PROVIDED TO COMPLETE THE ROOF SYSTEM, OVERFRAMING MEMBER AND THEIR CONNECTIONS SHALL BE PROVIDED. OVERFRAMING DETAILS SHALL BE INCLUDED IN THE TRU55 SHOP DRAWINGS IN ORDER TO PROVIDE LOADING CONDITIONS CONSISTENT WITH THE MODELING OF THE TRUSSES. THE OVERFRAMING AND RELATED DETAILS SHALL BE DESIGNED UNDER THE DIRECTION OF THE TRU55 ENGINEER. WHERE TRUSSES ALIGN WITH SHEAR WALLS, A SPECIAL TRUSS SHALL BE PROVIDED THAT HAS BEEN DESIGNED TO TRANSFER THE SPECIFIC WIND AND SEISMIC LOADS SHOW ON THE PLANS. THE TRUSS SHALL BE DESIGNED TO TRANSFER THE LOAD BETWEEN THE ROOF SHEATHING AND THE SHEAR WALL BELOW. THE TRUSS SHALL BE DESIGNED TO TRANSFER A MINIMUM OF 100 PLF ALONG THE LENGTH OF THE TRUSS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRU55 ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER WHERE THE TOP CHORD 15 NOT DIRECTLY ATTACHED TO THE ROOF SHEATHING, THE TRUSS ENGINEER SHALL DESIGN AND SHOW THE PLACEMENT OF ALL REQUIRED TOP CHORD BRACING AND CONNECTIONS ON THE TRUSS SHOP DRAWINGS. ANY BRACING LOADS TRANSFERRED TO THE MAIN BUILDING SYSTEM SHALL BE INDENTIFIED AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. DESIGN CALCULATIONS AND SHOW DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO SUBMITTING TO THE BUILDING OFFICIAL FOR APPROVAL. P.T. WOOD CONNECTORS IN ACCORDANCE WITH IBC 2504.10.5.1 ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZING COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. ANCHORAGE ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A307 UNO. P05T INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE 51MP50N TITEN-HD ANCHORS. INSTALL IN ACCORDANCE WITH IGG ESR-2713, INCLUDING MINIMUM EMBEDMENT DEPTH REQUIREMENTS. POST -INSTALLED ADHESIVE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON AT-XP ADHESIVE. INSTALL IN ACCORDANCE WITH IAPMO LIES ER-263. 0 I i� Details: Lot Square Footage: 10,482 5F Existing impervious: 2,g81 5F Proposed new impervious: 0 5F Proposed total impervious: 28% Date LN W L� } m 0 W 0 0 a to U z i i 1k X DATE: 10/19/- SCALE AS Shc SHEET 7)I ghl t: M L] 111=10' 0