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13-101609. Ouilding - Single Family, City of Federal Way CommunityPermit #.13-101609-00-S F &Econ. Dev. Sen+ices _.. 33325 8th Ave S Federal Way, WA 98003 Inspection Request Line: (253) 835-3050 Ph: (253) 835-2607 Fax: (253) 835-2809 Project Name: TEWS Project Address: 513 S 318TH PL Parcel Number: 794160 0280 Project Description: REP - Repair work to include porch supports and portion of exterior front wall of structure like in kind. Includes replacement of sheathing, insulation, and drywall Owner Ap liic n Contractor LendgL W A TEWS BC INVESTIGATIVE ENGINEERS MAXCARE OF WASHINGTON 513 318TH PL S 3605 "C" ST NE INC FEDERAL WAY, WA 98002 AUBURN WA 98002 MAXCAW1962DB (3/2/14) 16208 6011f ST E SUMNER WA 98390 Census Category: 434 - Residential altladd - no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction T Occupancy Load Floor Areas . ft. 0 1 0 1 0 1 0 Additional Permit4nfonmtiot' New / Additional Sq. Feet - 3rd Floor....................0 Mechanical to be Included?....................................No New / Additional Sq. Feet - Basement..................0 Plumbing to be Included?.......................................No No Fixtures Associated With This Permit 11 CONDITIONS: Subject to field inspection. Separate electrical permit required PERMIT EXPIRES Wednesday, October 9, 2013 Permit Issued on Friday, April 12, 2013 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 taws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date:'- - )z " 1'.?� Cf" ot FedAW PERMIT #: Project: 13 -101609 -00 -SF W A TEWS THIS CARD IS TO MAIN ON-SITE Construction In ection Record INSPECTION REQUE TS: (253) 835-3050 Address: 513 S 318TH PL FEDERAL WAY, WA 98003-5221 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. Framing (4120) Approved to insulate By Date ,. Insulation (4150) Approved to install wallboard By Date ❑ Final Erosion Control (4375) QFin Building (4050) Approved Approved By DateDate 57 / t Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date 2 ❑ SWM Precon Site Mtg (4 00) ❑ Initial Erosion Control (4 5) Shear Walls (4245) Underfloor Framing (4 85) floor Approved By To be done prior to breaking ground Approved to sheath By Date By Date By Date Framing (4120) Approved to insulate By Date ,. Insulation (4150) Approved to install wallboard By Date ❑ Final Erosion Control (4375) QFin Building (4050) Approved Approved By DateDate 57 / t Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date 2 ❑ Rough Electrical Approved ❑ Shear Walls (4245) Roof Sheathing (4220) install Floor Sheathing (4105) By Approved to install flooring By Approved to install siding Approved to roofing By Date By Date By Date 0 Prior to scheduling a Framing inspection, Interim Erosion Control (4370) Fire/Draft Stops (4095) Approved Approved itctrical, Plumbing &Mechanical Rough in andre/Draft Stop inspections must be signed -off and C By Date By Date aPProved IBC 104 3.4 Framing (4120) Approved to insulate By Date ,. Insulation (4150) Approved to install wallboard By Date ❑ Final Erosion Control (4375) QFin Building (4050) Approved Approved By DateDate 57 / t Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date 2 ❑ Rough Electrical Approved ❑ Final Electrical❑ Approved Right of Way Approved By Date By Date By Date 3605 C STREET INVESTIC� VE AUBURN, WA. 98002 Project NO:: 3061 LDate — ]—of —6- -B,CENGINEERS LLC WWWBCIE.NET Deslgl?er B _(74-10-13 Checked By �53833.5557(0).8337309 (F) Revisions RESPONSIVE • ACCURATE *THOROUGH 1.888.335.5557(T) GENERAL STRUCTURAL NOTES: IID GENER,4L THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND Sim THE DRAWINUS, SPECFIC4TIO16, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SNALL CORRECT SWW DiSGREPANCY IN WRITING. ANY WOW DOME BY THE CONFR4CTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHAD. BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAIUMGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. U CODES ALL METHODS, MATERIALS AND WOR QUNISHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF FEDERAL WAY AND: THE 2003 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CITY OF FEDERAL WAY AND THE STATE OF WASHINGTON: ACJ. 318-05t A1SG. 9TH EDITIONt ,4ot ALT.C. 2ND EDITIONt AND AM 2002 EDITION Fff ►. ; ,. A VERTICAL LOADS L LIVE LOADS ROOF (SNOW) 25 PW PS - 30 PSF PT • 20 PSF Ce • IO Ct : 10 Is 10 13. LATERA. LOADS: LATERAD. FORCES ARE TRANSMITTED BY DIAPHRAGM AcnCN OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, "RE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF 714E STRUCTURE. L WIND: EXPOSURE B, 3 -SECOND GUST • 85 MP4 PER IBC, IMPORTANCE FACTOR, le . IID 2. SEISMIC: SEISMIC USE GROUP 1, SEISMIC DESIGN CATEGORY D PER IBC: DOES NOT GOVERN FOR TWO-STORY LIGHT WEIGHT RESIDENTIAL STRUCTURES 13 SHOP DRAWINGS (NONE) 2P CARPENTRY 21 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR n UNO PER PLAT ALL 2' LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WOMB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MART, OR APPROVED EaIAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW MEMBER SPECIES Fb (PSI) W (PSI) 2x 4 3x STUDS n HEM FIR 815 ISO 2x JOISTS n HEM FIR 815 SO 4x HEADER$ n DOUGLAS FIR 900 130 4X COLUMNS V DOUGLAS FIR 900 P]0 bx HEADERS 4 DOUGLAS HIR 1350 11Fi bx COLUMNS 4 DOUGLAS FIR 1200 110 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION 25). 22 CARPENTRY HARDWARE A BOLTS SHALL BE ASTM A-301. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE RON WASHERS, C ALL NAILS SHALL BE COMMON WIRE NAILS OR EGUYALENT PNEUMATICALLY DRIVEN NAILS (P -NAILS), AMERICAN OR CANADIAN MANFACTURER ONLY AS INDICATED BELOW. P -NAILS SHALL BE INSTALLED PER THE MANFACTURERS GUIDELINES. COMMON WIRE NAIL FM MATIC NAIL MINIMUM NAL LENGTH NAIL APPLICATION Ibd C01 MON 0162' P -NAIL 3-I/2' FRAMING, led COMMON 0145' P -NAIL 3' FRAMING ad COMMON 0131' P -NAIL 3' FRAMING led COMMON 0145' P -NAL 242' SHEATHING Sd COMMON 0.131' P -NAIL 2412' SHEATHING D. HARDWARE E)V OSED OR IN CONTACT V PT MTRL SHALL BE GALVINIZED WIA G-186 RATING. HARDWARE 4 FASTENERS SHALT. BE COMPATIBLE WIPT MTRL 23 MINIMUM NAILING - PER 2009 IBC TABLE 230491. 2.4 PLYWOOD/OSB SHEATHING EACH SHEET SNAIL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATICK ALL GRADING AND 16TA-LATICN SHALT. COMFORMT TO MOST CURRENT VERSION OF PW FOR OSB, USE THICKNESS AND NAILING AS SHOWN ON THE DRAINNGS. SHEATHING SHALL HAVE E)VOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR ALL THICKNESS AND GRADING SHALL CONFORM TO PSI OR FW. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTORS CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR ROOF DIAPHRAGM: IQ' PWD/OSB (PANEL INDEX ■ UAW, WITH 10d NAILS OR 131' DIA P -NAILS AT b' O.G. AT SUPPORTED PANEL EDGES AND IT OL. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PIAL USE FLY -CLIPS INSTALLED PER MANUFACTURER'S 4 APA GUIDELINES. 25 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE TREATED WITH 15s/CF PENTACHLOROPHENOL NOL PER AW°A SPECIFICATION P -S OR OTHER APPROVED TREATMENT ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL. BE CARED FOR IN ACCORDANCE UIT14 AW'A SPECIFICATION M-4. CONTRACTOR SHALL VERIFY COMPATBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSIPE TREATED MATERIAL(S). 30 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING, PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFRESS ARE INSTALLED. CONTRACTOR is RESPONSIBLE FOR ELECTRICAI-, ME04ANCAL, 4 PLUMBING WOK CONTRACTOR iS RESPONSIBLE FOR ATTIC YENTLATION, ROOFING INSTALLATION, 4 ALL OTHER FIRE RESTORATION WOW, NOT SHOWN IN THESE ENGINEER'S DETAILS. 40 DAMAGEWOPE OF REPAIRS L VEHICLE IMPACT DAMAGE TO EAST EXTERIOR WALL AT LIVING ROOM WINDOW 4 POSTS FOR COVERED ENTRY. 2. REPLACE DAMAGED CRIPPLE WALL 4 JAMB 4 KING STUDS FOR HEADER REPLACE WINDOW, REPLACE COVERED ENTRY POSTS 4 HARDUTARF acr PLAN 4 DUALS RECEIVED APR 12 2013 CITY OF FEDERAL WAY CDS 3 CAUSE & ORIGIN • DUE DILIGENCE *RESTORATION DESIGN* EXPERT FITNESS+ACCIDENT INVESTIGA TION•SEISMIC HAZARD ASSESSAIENT•STRUCTURAL CONSULTING FOR: MAXCARE OF WASHINGTON INC TITLE: TEWS VEHICLE IMPACT BCIE JOB NO. 16208 60TH ST E, SUMNER, WA 98,390 513 S 318TH PL,FEDERAL WA Y, 14,A 98003 13061 s ,C -B INVESTIGATIVE ENGINEERS, LLC RESPONSIVE • ACCURATE • THOROUGH (N) 2' SCREENED SOFFIT VENT (N) V -CHANNEL SIDING TO MATCH — (AS SHOM — - — - — ) - CONTR TO VERIFY EXTENT OF DAMAGE (E) 44 CEDAR POSTS TO BE REPLACED (N) S X 4'WINDOW TO MATCH T INSTALLED PER MFR GUIDELI" W/ FLASHING/TRIM PER CONTRi i (MIN U -VALUE 4032) 3605 C STREET AUBURN, WA. 98002 Project No:13061_ WWWBCIENET Designer .SIB Checked By 253.833.5557(0) 253 833 7309 (F) revisions PARTIAL ROOF FRAMING PLAN SCALE: 3116'= 1'-0' PROVIDE TEMP SHORING FOR: (E) 410 HDR (E) 46 BMs Sheet —2—of —6— Date —04 -10 -13 - Date Date 4-(N) 44 (PT) HF02 -OR- CEDAR POSTS W/ SIMPSON BC4 (IMAX) POST CAPS t SIMP50N ABA44 (i POST BASES REPLACE DAMAGED PWD SHTG TO NEXT STUD TO SOUTH OF (N) JAMB t KING STUDS LEE BI 0 WA Sx �0 0 37 6S-0 w� OMAL EAG 4-10-13 CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN• EXPERT 91ITNESSoACCIDENT INVESTIGATION*SEISMIC HAZARD ASSESSMENT* STRUCTURAL CONSULTING FOR: MAXCARE OF WASHINGTON INC TITLE. TEWS VEHICLE IMPACT BCIE JOB NO. 16208 60TH ST E, SUMNER, WA 98390 513 S 318TH PL,FEDERAL WA Y, WA 98003 1 13061 3 3605 C STREET INVESTIG VE AUBURN, WA. 98002 Project No: 13061_ Sheet _3—of _6_ WWW.BClENET Designer 46 13061 Date—04-10-13_ ENGINEER LLC Checked By Date -B,C253.8335557 (0) 253833.7309 (F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) (E) COVERED ENTRY OVER -FRAMED ROOF NOT SHOIN FOR CLARITY (E) 30YR DIMENSIONAL COMP ROOFING W/ (E) BLDG PAPER OVER (E) IR' PW SHTG 4 (E)1xb RAFTERS/CEILING JOISTS • 24' O.C. SEE DTL 2/4 of 6 FOR ADD'L NFO (N) 1/4' FWD SCRIT TO MATCH (E) 2x4 HP2 LEDGER - NO DAMAGE (N) A 4°UNNDM TO MATCH INSTALLED PER - "R GUIDELINES V PLAS14NG/W PER CONTR (MN U -VALUE 4032) (N) V -CHANNEL SIDING TO MATCH OVER — (N) BLDG PAPER - LAP (N) BLDG PAPER V (E) PER CODE (N) V2' NOM PWD SHTG V 0.1314-1/2 P -NAILS • 6' O.C. TO ALL PNL EDGES 4 (N) 2x4 TOP 4 BOT Rs - fl' OL. FIELD 13/4' EDGE DIST (E) COFOWDATION - NO DAMAGE , ° NC . d (E) NSULATICN - NO DAMAGE (E)112' GCB - NO DAMAGE 2-(N) 2x4 DBL TOP to QV 0.1486 P -NAILS E -TO -12 •6' OL. W/ TYP SPLICE PER DTL 4/6 of 6 (E) 410 HDR - NO DAMAGE 2-(N) 2x4 SILL Its W/ (2) 0.148x3 P -NAILS • V O.C. (N) SIMPSON A34 TO JON (N) 2x4 CRIPPLE STUDS TO 2-(N) 2x4 SILL Re 4 (E) BOT IE (N)1/2' GWB W/ I-PEIRM PVA PAINT WHERE DAMAGED (N) 2x4 CRIPPLE STUDS • Ib' OL. (N) R -15c UNFACED BATT WAILATION (N) 2x4 (PT) HM BOT E W/ SIMPWN V2'#x4' EMBED TITEN HO CONC SCREIIJS W/ 3'x3 xV4' B WASHERS (1) MIN PER IE BUT WAN 12' FROM ENDS (E) 3/4' FWD SHTG OVER (E) 2x4 DECKNG - NO DAMAGE �yEE Bla, �y0� of eask� •�'� a� ��d TYP EXTERIOR WALL SECTION NTS ssrox E�� s 9l{www 4-10-13 CAUSE & ORIGIN • DUE DILIGENCE • RESTORATION DESIGN* EXPERT WITNESS*ACCIDENT INVESTIGA TION*SEISMIC HAZARD ASSESSME.NTe STRUCTURAL CONSULTING I FOR: MAXCARE OF WASHINGTON INC TITLE. TEWS VEHICLE IMPACT' BCIE JOB NO. I 16208 60TH ST E, SUMNER, WA 98390 513 S 318TH PL, FEDERAL WAY, WA 98003 13061 (E) 30YR DM61ONAL COMP ROOFING W/ (E) BLDG PAPER OVER (E) I/1' PWD SHTG 4 (E) 2x6 RAFTERS • 24' OL. (E) FASCIA - NO DAMAGE (E) V -CHANNEL SONG OVER (E) BLDG PAPER - NO DAMAGE (E)1/2' NOM FUD SHTG - NO DAMAGE (N) SIMPSON BC4 (2MAX) POST M) 44 (PT) HF►2 -OR- CEDAR POSTS PER PLAN (E) 46 BM - NO DAMAGE (E) 2x4 SOFFIT FRMG - NO DAMAGE (N) V4' PWD SOFFIT TO MATCH (N) SIMPS0 ABA44 (2MAX) POST BASES W/ I/2'1x4' EMBED SiMFSON TITEN HD CONC SCREWS s CTR OF (E) CONC PERS E) CON- PIERS - NO DAMAGE WO E) 4' SOG - NO DAMAGE 4' EMBED LBE Bt 44E ° xAskr��p CTR JYP PATIO COVER SECTION ��o �E�s g�9 www NTS 4-10-13 CAUSE&ORIGIN • DUE DILIGENCE* RESTORATION DESIGN•EXPERT HITNESS*ACCIDE.NTINVESTIGATIOA'*SEISA11C HAZARD ASSESSMENTe STRUCTURAL CONSULTING FOR: MAXCARE OF WASHINGTON INC TITLE TEWS VEHICLE IMPACT BCIE MOB NO. 16208 60TH ST E, SUMNER, WA 98390 513 S 318TH PL, FEDERAL WA Y, WA 98003 13061 3605 C EET WA. AUBURN, WA. 98002 AUBURN, Project No: 13061_ Sheet —4—of _6_ INVESTIG VE ,B ,C ENGINEER LLC WWWBCIENET Designer ,IB Checked By Date—04-10-13 Date 253.8335557(0) 2538337309 (F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH I.sss.3355557(T) (E) 30YR DM61ONAL COMP ROOFING W/ (E) BLDG PAPER OVER (E) I/1' PWD SHTG 4 (E) 2x6 RAFTERS • 24' OL. (E) FASCIA - NO DAMAGE (E) V -CHANNEL SONG OVER (E) BLDG PAPER - NO DAMAGE (E)1/2' NOM FUD SHTG - NO DAMAGE (N) SIMPSON BC4 (2MAX) POST M) 44 (PT) HF►2 -OR- CEDAR POSTS PER PLAN (E) 46 BM - NO DAMAGE (E) 2x4 SOFFIT FRMG - NO DAMAGE (N) V4' PWD SOFFIT TO MATCH (N) SIMPS0 ABA44 (2MAX) POST BASES W/ I/2'1x4' EMBED SiMFSON TITEN HD CONC SCREWS s CTR OF (E) CONC PERS E) CON- PIERS - NO DAMAGE WO E) 4' SOG - NO DAMAGE 4' EMBED LBE Bt 44E ° xAskr��p CTR JYP PATIO COVER SECTION ��o �E�s g�9 www NTS 4-10-13 CAUSE&ORIGIN • DUE DILIGENCE* RESTORATION DESIGN•EXPERT HITNESS*ACCIDE.NTINVESTIGATIOA'*SEISA11C HAZARD ASSESSMENTe STRUCTURAL CONSULTING FOR: MAXCARE OF WASHINGTON INC TITLE TEWS VEHICLE IMPACT BCIE MOB NO. 16208 60TH ST E, SUMNER, WA 98390 513 S 318TH PL, FEDERAL WA Y, WA 98003 13061 3605 C STREET AUBURN, WA, 98002 Project No. 13061 Sheet —5—of A-6— ;3 INVESTIG VE Designer CB— Date 04-1�0-1 Date WWWBClE.NET L R LLC Checked By Date ENGINEER 2538335557(0) Date ,__ 7309 V Revjsjons Date RESPONSIVE * ACCURATE *THOROUGH L888.335.5557(T) 2 -(N) 2x4 DBL TOP Es W1 01486 P -NAILS IE -TO -E a 6' O.C. (3) tolmrmm III—VX4- tl—]=Li j I I I r-14 my v---T-r—uX7 Alk NTS 4) SIMPSON 5T6236 STRAPS (NXE) TOP Es - TYP (2) PLCs -(N) 0.148x3 P -NAILS END NAILED TO JOIN K) KIw I STUDS To (N) 410 HDR EA END N) 2x4 KIW-s 4 JAMB STUDS AS SHOWN YIP (2) PLCs W/ (2) ROWS OF 0-148X3 D -NAILS 0 12' O.C. STAGGERED 2-(N) 2x4 BILLS W1 01486 P-NAIL6 is 6' Or— 4 (2) To CRIPPLE STUDS (N) 2x4 KIWI STUD, W/ A34s T45 (N) 0J486 P -NAILS a 4- O.C. TO (N) JAMB STUDS - TYP (2) PLCs (N) SIMPSON A346 To JOIN (N) JAMB 4 KIW3 STUM TO (N)/(E) PLATES - TYP UNO T413 12' MAX FROM ENDS OF BOT fEs by WAS,�-,- CAUSE & ORIGIN 9 DUE DILIGENCE * RESTORA TION DESIGN9 EXPERT 41ITNESS*ACCIDENT INVESTIGA TION*SEISIVIC HAZARD ASSESSAIENTeSTRUCTURAL CONSULTING t—iiii! ( FOR MAA CARE OF WASHINGTON INC TITLE. TEWS VEHICLE IMPACT BCjk JOB NO. 16208 60TH ST E, SUMNER, WA .98390 513 S 318TH PL,FEDERAL WA Y, W -A 98003 13061 TC,1 VE m �-+ 3605 C STREET Ill 1 IV VE AUBURN H/A. 98002 Project Na. 13061T Sheet _6 of _6— wwW.BC�ENET Designer EJB Date ,_04-10-13 ENGINEERS, LLC 2538335557(0) Checked BY Date 253833.7309V Revisions Date RESPONSIVE • ACCURATE _ _o _ THOROUGH 1.888.335.5557(T) 4'-0' MIN FACE NAIL DBL TOP 1£s V 0148'+ • 16' O.C. STAGGEWD 1-1/2 MIN `I0) 0148W -1/2'P -NAILS 14U2 MN EA SPLICE, UNO NOM: LLNERE PLATE DISCONTMUITIES OCCUR + BEAMS OR MECWELEC PENETRATIONS USE (U SIMPSON ST6236 UNO. STRAP MAT BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF Rs SIMPSON 5T6236 STRAP • MAK,5 IN TUP n TYP ALL EXT WALLS 4 NT 56 AS NOTED K PLANS CONTRACTOR'S OPTION TO PLACE S ON TOP OF PLATES t HEADER — PLATE SPLICE (TYP) )P PLATE SPLICE DETAIL: FADER TYP 3 CAUSE & ORIGIN • DUE DILIGENCE- RESTORATION DESIGN* EXPERT HTITNESS•ACCIDENT INVESTIGA TION*SEISMICHAZARD ASSESS IENT•STRUCTURAL CONSULTING FOR: MAXCARE OF WASHINGTON INC TITLE: TEWS VEHICLE IMPACT BCIE JOB NO. 16208 60TH ST E, SUMNER, WA .98390 513 S 318TH PL,FEDERAL WA Y, W:A 98003 13061 s} BCENGINEERS,LLC INVESTIGATIVE RESPONSIVE • ACCURATE • THOROUGH April 11, 2013 Nis. Carol Brackman Travelers Insurance P. O. Box 6890 Portland, OR 97228 RE: Vehicle Impact Damage Assessment Tews Residence, Located at 513 South 31e Place, Federal Way, WA 98003); Travelers Insurance Claim No. HLU 3602; BCIE Job No. 13061 Dear Ms. Brackman; As per your request of March 27, 2913 BC ,Investigative Engineers (BCIE) conducted a site investigation on Friday, March 29, 2013, at the address shown above. The site visit was coordinated in advance with Wayne Tews (homeowner) and conducted by Jesse L. Binford, PE, Principal with BCIE. PURPOSE: The following report contains BCIE's findings following a vehicle impact at the Teivs residence. at the end of this report. GENERAL: and opinions regarding a damage assessment Recommendations and repair details are included The Tews dwelling (residence/structure) is a single story conventionally framed light timber structure supported by a perimeter concrete foundation enclosing a crawl space. The approximately 1,700 square foot structure was originally constructed in 1967 on a .17 acre lot, parcel no. 7941600280, according to King County Assessor's records. An addition at the west side of the structure was completed in 2003. For the purpose of this report the generally "L" -shaped structure is oriented north to south with the "L" -shaped portion of the structure located at the southwest corner and continuing towards the center of the west side of the structure formed by the addition. BACKGROUND: Interview With Insured: BCIE, during its site visit, interviewed the insured Mr. and Mrs. Tews regarding the recent vehicle impact. Mrs. Tews told BCIE that she was sitting on her couch in front of the living room window when a vehicle struck the house at the window in front of the couch where she was sitting and the 3605 C STREET NORTI]EAST • AUBURN, WASHINGTON • 96002 Oi P1Ci: 253.833.55S7 • FAX 253.833-7309 \N'W\F'.BC11?.NET RECEIVED APR 12 2013 CITY OF FEDERAL WAY CDS BCIE job No. 13061 0 - 2 - 0 April 11, 2013 vehicle continued through the exterior wall where it stopped with its side -view mirrors even with the exterior wall. Mr. Tews told BCIE that he found the attic access panels had been knocked loose and there was a crack at the north side of the south side hallway. Ms. Tews also told BCIE that the window in the northwest corner bedroom was cracked at the corner. FINDINGS: The residence's roof construction consists of a composition asphalt shingle roof over building paper, 1 /2" plywood (pwd) sheathing and 2"x6" rafters spaced at approximately 24" oc. Ceiling joists consists of 2"x6" joists and ceiling finishes are 1/2" gypsum ceiling board (GCB). Exterior wall construction consists of 2"x4" studs covered on the outside by vertical channel siding, building paper and 1/2" pwd sheathing and covered on the inside by a plastic vapor barrier and 1/2" gypsum wall board (GX B). Main floor construction consists of 2"x4" decking over 4"x10" beams spaced approximately 4' oc. Covered entry construction consists of a gable roof with 2"x6" rafters and 2"x4" soffit framing with 1/4" soffit board. 4"x6" beams support the rafters and 4"x4" posts support the beams and are over 4"x5"x1"-3/4" tall concrete piers that are part of the entry slab -on -grade (SOG). No additional construction as -built verification was completed as it was not pertinent to BCIE's investigation. 2. BCIE started its investigation in the living room and then continued to the dining room, south side hallway, and then finished at the exterior of the residence at the covered entry. The vehicle impact was located at the living room window at the east exterior wall between the garage and main entry. Li Tin Room BCIE found that the window and the cripple studs below the window had been completely* destroyed by the vehicle impact and were not at the residence and had likely been removed by the contractor. The south side jamb and king studs supporting the windoxv header were pushed inward to the west and the jamb and king studs at the north side were not pushed in but appeared to be fractured. The siding and pwd sheathing for the exterior wall over die jamb and king studs, continuing to the next stud approximately 16" to the south, were also damaged. There was similar but less significant damage to the siding and pwd sheathing at the north side of the window. There was a GWB crack at the upper right corner of the window and there was additional GWS damage between the south side of the window and the stud approximately 16' to the south. There was also isolated minor damage to the GWB at the approximate location of the window sill. BCIE found no evidence of any racking of the south side living room wall which separates the living room from the garage as there was no GCB cracks nor was there any cracks at the corners and the doors in the area were operable. Additionally, there was no damage visible to the brick fireplace surround or the tile hearth for the living room fireplace. Dining Room BCIE found no damage to the GCB or G\VB for the dining room, that is between the living room and the south -side hallway. BCIE Job No. 13061 - 3 - 0 April 11, 2013 South -Side Hallway BCIE found a small vertical GWB crack just below the location where the vaulted ceiling for the addition transitions to the flat ceiling towards the garage and southwest corner bedroom. No damage was found for the GCB around the attic access opening or to the GCB coveting the attic access cover. Again BCIE found no evidence of any racking. 3. BCIE found the vehicle impact knocked loose the two southern -most posts for the covered entry. The northern -most post had also moved to the east, bending the embedded metal strap that connects the post to the pier. There was also puncture damage to the soffit due to one of the posts being pushed upwards and into the space above the soffit. The structure as a whole was structurally sound overall with no evidence of any significant racking BCIE could not verify whether or not the cracked window was due to the vehicle impact, however, BCIE did not find any GCB or GWB damage at the entry or down the north - side hallway that would be considered recent. There was also no evidence of any significant racking. OPINIONS: Based on an analysis of our findings, it is BCIE's opinion that the vehicle impact resulted in moderate and isolated damage to the east exterior wall of the living room at the window, Damage included wall framing at the ends of the window as well as the cripple wall framing below the window. BCIE found no damage to the main floor decking not was there any visible damage to the header above the window which would be indicated by more significant GWB damage or twisting of the header inward. GWB damage was limited to each side of and above the upper right corner of the window in the living room. There is a small cosmetic crack in the south -side hallway which appears to be recent and likely due to the vehicle impact. BCIE found no evidence of any significant racking or damage elsewhere for the residence, including the fireplace surround and masonry chase. The structure appeared to be structurally sound and not measurably impacted by the vehicle impact. The two southern -most posts as well as the northern- most post for the covered entry were knocked loose and pushed to the east respectively due to the vehicle impact. RECOMMENDATIONS: 1. Install shoring to support covered entry beams and the living room window header. 2. Remove damaged studs and bottom plates and reframe west exterior wall at and below the window opening to match original conditions and meet current code requirements. Like kind and quality materials and fasteners shall be used. 3. Remove damaged soffit from covered patio and remove remaining two posts. 4. Install new 4"x4" pressure treated posts or 4"x4" cedar posts to match with new post base hardware fastened to the existing concrete pier pads with concrete screws. Join new posts and existing beams with galvanized post cap hardware. BCIE Job No. 13061 - 4 - • April 11, 2013 5. Install new pwd sheathing with nailing to match and cover with building paper lapped with existing building paper. Install new siding with trim and paint to match. 6. Install new soffit to match and caulk and paint to match. 7. Replace damaged GWB around the window. 8. Repair cosmetic damage to GNVB at south side inside hallway and texture and paint GWB where damaged to match. REPAIR DETAILS & PERMIT SUBMITTAL REQUIREMENTS BCIE has completed repair details that are enclosed with this report. BCIE also contacted the City of Federal Way (City) and the City approved of BCI&s proposal to submit the report and repair details to obtain a subject to field inspection over the counter permit. Per City request, BCIE will submit for permit the week of April 8`s. CLOSING: This concludes our investigative report for the Tews residence. The information contained in this report is for the exclusive use of Travelers Insurance. BC Investigative Engineers assumes no responsibility or liability for use of this report by others. The conclusions are based solely on visual observations of the site, as indicated in the report, and review of currently available documentation, as noted in the report. No intrusive investigation, unless otherwise noted in this report, was completed. Al information in this document is the exclusive property of BC Investigative Engineers and does not express not imply any warranty of its findings, opinions, or recommendations. Should you have any questions, please feel free to contact me at 253-833-5557 or via e-mail (jbinford@bcie.net). Jesse JLB:icl Enclosures: Site -Specific Photos Repair Details Y:\Jobs\2013\13061\Reports\Oa-11-13 Afain Report (13061).doc My of Federal Way � PERMIT tPLW4gJff �D APR 12 2013 PERMIT NUMBER 1 _ `r 0 TARGET DATE CITY OF FEDERAL WAY SITE ADDRESS SUITE/UNIT # PROJECT VA/LLUUAjTION ZONING ASSESSOR'S TAX/PARCEL # TYPE OF PERMIT t'13UILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT �i✓i1� i GL I M� A�%� PROJECT DESCRIPTION Detailed description of work to S`L l S `� i `(:.i I) U(—f J X1-11 C.LG G7 , UL7 24-ACC-_ C-C t -,TS Z —_ LiS'Ti 1 G— be included on this permit only PROPERTY OWNER NAME \'�4 Q� PRIMARY PRONE MAILINGADDRESS E-MAIL CITYSTATE I NAME F'1 9_ C- PHONE :4- 4 �- __253 DiG ADDRESS CC� Id ZC� H Jr L. F --MAIL 1—i2d,7�M�Y.�-A CV+ CONTRACTOR CITY�1`- STATE �1-'c ZIP -1 PAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # AX w.`.z (o Z D 03 /o -z- 14- 4NAMEM NAME 'S-:s5C I tAFGIZi PRIMARY PHONE 'z'S3 �3' 3:s �- MAILING ADDRESS C N E MAIL . rWFO G+ APPLICANT . -1T z CI#TT�YY ( R Iii STATE t —11 ZIP 'Z FAX !✓�� t�.i �. -T3 0`1 NA�ES, PRIMARY PHONE PROJECT CONTACT MAILING ADDRESS E-MAIL (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) PROJECT FINANCING NAME � E] OWNER -FINANCED Required value of $5, 000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 1927.095) I certify under penalty of perjury that I am the property owner or authorized 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 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 this application. SIGNATURE: DATE PRINT NAME: V Bulletin #100 —January 1, 2013 Page 1 of 3 k:\Handouts\Pelmit Application • 0 MECHANICAL PERMIT N / � VALUE OF MECHANICAL WORK Indicate how many of each type offtxture to be installed or relocated as part of this project. Do not include existing tures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS Commercia ) BOILERS FURNACES HOT WATER TANKS cas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT N � PURVEYOR VALUE OF PLUMBING WORK � Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing tures to remain. BATHTUBS (or Tub/Shower Combo) LAVS (HanaSinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS Kitchen/Utility WATER HEATERS (Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FEKTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS WATER l,NY-.rl H NN C -N Lair V*14 CN $ Cv? ,Cmc EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? Sr ❑ Yes pro ❑ Yes t to Bulletin #100 —January 1, 2013 Page 2 of 3 UliandoutsTermit Application Janice Fernandez From: Fernando Fernandez Sent: Tuesday, April 09, 2013 9:01 AM To: Grace Skidmore; Janice Fernandez; Kari Cimmer Cc: Marty Gillis; Scott Sproul Subject: Car Damage to Residence =1s Candace with BC Investigative Engineering will be coming in the next day or so to apply for a permit for damage repair work to a front porch and portion of a front wall of the structure. She will bring in documentation from her engineer. Please make copies of what you deem appropriate for File and Site copies but issue the repair permit "subject to field inspection." Scope of work should include repair porch supports and portion of exterior front wall of the structure in-kind that includes replacement of sheathing, insulation, and drywall. Please remind her electrical work is still a separate permit. Thanks, Fernando 0 0 Tews Residence March 29, 2013 View of east side of residence (looking west) Southernmost two posts knocked loose, with one post pushed up into soffit, and northernmost post moved to east (See pictures Page 3) View of vehicle impact location at living room window at east exterior wall between garage and main entry BC Investigative Engineers BCIE Job No. 13061 0 0 Tews Residence March 29, 2013 View of living room at vehicle impact location with window and cripple studs destroyed by vehicle impact (looking southeast), with south side jamb and king studs damaged and pushed to west (right) and north side jamb and king studs fractured (left) Views of main entry door (left) and upper right corner of living room window (right) with no damage or evidence of racking at door and minor damage to GVM over window BC Investigative Engineers 2 BCIE Job No. 13061 Tews Residence March 29, 2013 View of covered entry post pier pad and damaged embedded post strap (second from south end) due to vehicle impact View of northernmost post moved to east bending embedded post strap due to vehicle impact BC Investigative Engineers 3 BCIE Job No. 13061