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07-100916 - City of Federal Way Buil'ng - Single Family Perm, #: 07-100916-00-SF Community Development Services P.O.Box 9718 Federal Way,WA 98063-9718 Ph:(253)835-2607 Fax.(253)835-2609 Inspection Request Line: (253) 835-3050 Project Name: NIELSEN Project Address: 32221 8TH AVE SW ■ - Parcel Number: 926492 0550 Project Description: REP-Tree strike damage repairs over living room;kite-en & family room.Remove& replace roofing to include repair to trusses.Repair(5)2x12 rafters & damaged trusses in living room, replace (3) 4x10 headers in living room & GWB, replace roof sheathing & entire roofing 3 tab. Owner Applicant Contractor Lender ROBERT NIELSEN B C I E ALLIANCE RESTORATION 32221 8TH AVE SW 3605 C ST ALLIARS987LP(6/17/08) FEDERAL WAY WA 98023-5521 AUBURN WA 98002 8583 154TH AVE NE BLDG C REDMOND WA 98052 \_ J 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. t) 0 0 0 0 Additional Permit Information New/Additional Sq.Feet-3rd Floor 0 New/Additional Sq. Feet-Basement 0 Mechanical to be Included? No Plumbing to be Included.> No No Fixtures Associated With This Permit !! PERMIT EXPIRES Saturday, February 21, 2009 Permit Issued on Wednesday, February 21, 2007 I hereby certify that the ab. e information is correct and that the construction on the above described property and the occupancy and th- - i. --in accordance with the laws, rules and regulations of the State of Washington 1 and the City of Federal Way. � �� Owner or agent: - �� Date: SUBJECT TO FIELD WI SPECT10 Mr F City of Federal Way III • a Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: NIELSEN Permit#: 07-100916-00-SF Address: 32221 8TH AVE SW Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area(sq. ft.) 0 0 0 0 Owner Name: ROBERT NIELSEN ROBERT NIELSEN Owner Name: wner Address: 32221 8TH AVE SW FEDERAL WAY WA 98023-5521 ail --(o - °?c c,J Building Official Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severly affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. x . A. THIS CARD IS TO ,MAIN ON-SITE 1 lit CITY OF ommunity Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE # (253) 835-3050 PERMIT #: 07-100916-00-SF Owner: ROBERT NIELSEN Address: 32221 8TH AVE SW FEDERAL WAY, WA 98023-5521 This card is part of your required inspection documents. 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. ❑ Temp.Erosion Control (4365) ❑ Underfloor Framing (4285) ❑ Floor Sheathing (4105) To be done prior to breaking ground Approved to sheath floor Approved to install flooring By Date By Date By Date .❑ Shear Walls (4245) ❑ Roof Sheathing (4220) ❑ Fire/Draft Stops (4095) Approved to install siding Approved to install roofing J Approved r / By Date 3�a�Q 1 By f//fDate /9/O 7 By ��f Date j q/U ` 111 111 / NOTE: Prior to scheduling a Framing(4120) \ ❑ Framing (4120) ,❑ Insulation (4150) inspection;Electrical,Plumbing&Mechanical Approved to insulate Approved to install wallboard Rough-in and Fire/Draft Stop inspections must be signed-off and approved. IBC 109.3.4/UBC 108.5.4 By Date 3� �i By Date 3; 07 ❑Gypsum Wallboard Nailing(4130) ❑ Final - SWM(4375) '❑ Final- Building(4050) Approved to install mud&tape Approved l Approved By ,K Date 3/174 7 By Date ` By C— w Date LS`.r J �7� r ['Temp. Erosion Maintenance (4370) Approved By Date • INVESTIpATI\Lirc ENGINERS , F LE RESPONSIVE • ACCURATE • THOROUGH February 12,2007 repairs inr auditions, alterations or p esidences is required. ' when a permit �GCrtC installed as Smoke alarms shall be S G required for new L�,�"� Mr.Ryan Miletich construction. ��E Alliance Restoration,Inc. IRC 313.1.1 P.O.Box 319kII/,Eti Redmond,WA.98073 RE: Damage Assessment Due to Tree Strike at the Nielsen Residence, Located at 32221 8th Avenue Southwest, Federal Way,WA 98023; Alliance File No. W.2163 (PO #5); BCIE Job No. 07046 Dear Mr. Miletich: As requested by Chuck Vanderveer on February 6, 200, BC Investigative Engineers (BCIE) conducted a site investigation on Friday, February 2, 2007 at the address shown above. The site visit was coordinated in advance with Chuck Vanderveer and conducted by Jesse L.Binford,PE,Principal with BCIE. PURPOSE: The following report contains BCIE's findings and recommended repairs regarding damages sustained to the Nielsen residence due to a tree strike. GENERAL: The Nielsen dwelling (residence) is a single story conventionally framed timber structure with an attached garage. The residence is L-shaped and oriented east to west with the main entrance on the south side, fronting 8th Avenue Southwest. A tree fell and struck the north side of the residence in both the living room and the family room. Roof construction is pre-engineered(PE) trusses spaced 24"on center(oc),2"x12"rafters over the living room,both supporting 1/2" nominal orientated strand board (OSB) sheathing placed over the residence's original 1"x4" skip board sheathing. Exterior wall construction is 2"x4"nominal wood studs with wood horizontal lap siding. FINDINGS: 1. BCIE observed four PE trusses and five 2"x12" rafters damaged by the tree strike. The damaged PE trusses were located adjacent to the living/family room separation wall. The damaged rafters were located over the middle of the living room and adjacent to the living/family room separation wall. The roofing and roof sheathing over,and immediately adjacent to, these rafters was also damaged. 2. BCIE observed damage to all three living room headers. Two 4"x8" headers over two windows and the 4"x10" header over the French doors were damaged due to the tree strike. 3. BCIE observed severe damage to the family room and kitchen gypsum ceiling board (GCB) and gypsum wallboard (GWB). All GCB for the family room and part of the kitchen was destroyed. All GWB along the family room's north exterior wall was also damaged. 3605 C STREET NORTHEAST • AUBURN, WASHINGTON • 98002 OFFICE 253.833.5557 • FAX 253.833-7309 WWW.BCIE.NET O7- 1o09l (-DO BCIE Job No. 07046 • -2 - • February 12,2007 RECOMMENDED REPAIRS: BCIE recommends the following repairs be completed in accordance with the 2003 International Residential Code (IRC) as amended and adopted by the City of Federal Way(City): 1. Remove and replace the bottom portions of the damaged the 2"x12" rafters and sister new 2"x12" rafters alongside them, full-length between the ridge and north exterior wall. It is optional to completely remove the rafters where the roof sheathing needs to be removed and replaced. Refer to the enclosed Engineer's Details for additional information. 2. Remove and replace the damaged portion of the PE trusses from the ridge line northward to the north exterior wall. The damaged portion of the PE trusses will be replaced with PE mono trusses and spliced to the undamaged PE trusses as shown in the enclosed Engineer's Details. 3. Remove and replace all roofing north of the ridge line. Remove and replace all damaged 1/2" OSB sheathing over the living room and family room. 4. Remove and replace the damaged fascia along the north side of the residence. Remove and replace the damaged windows and window headers along the north exterior wall in the living room. 5. Remove and replace the damaged GCB and GWB in the living room, family room, and kitchen. Repair in place the isolated GCB and/or GWB damage found by the contractor during completion of the restoration construction. 6. Remove and replace living room insulation with R-30 batt insulation. Remove and replace family room and kitchen insulation with R-38 blown-in insulation. All attic ventilation, exhaust fan ducts, plumbing vent pipes, etc.,damaged by the tree strike, shall be removed and replaced to match original conditions. CLOSING: This concludes our investigative report for the Nielsen residence. The damages noted above were limited to those related directly to the tree strike, except as noted in this report as existing prior to the tree strike. All other pre- ' existing damage or defects,not magnified by the tree strike,were not noted in this report. The information contained in this report is for the exclusive use of Affiance Restoration. 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. All information in this document is the exclusive property of BC Investigative Engineers. Should you have any questions,please feel free to contact me(253-833-5557) or via e-mail(jbinford @bcie.net). Respectfully, LEES ►� Z Jesse L. Binford,PE ! . Principal 'O,p ,Q ;s TER e Enclosure: Site-Specific Photos �!��'' Engineer's Details / X:\Jobs\2007\07046\Reports\02-12-07 Main Report(07046..oc 1 r • • Nielsen Site February 2, 2007 -lir • fr r, Minor fascia damage y 7 '�,• 1 �y No damage 1:- .._ .• .;1'••. X 4..•• ° •N to this side ,.,., of ridge ' - ` ' 8 y F J � �y a r Front(south) elevation ' Damaged Damaged PE trusses 2"x12"rafters 1 1 t Damage S ltttltt,...., .�fj Ili,-. .,:,,. *'. ''''....' 1- I i ')I I . ., . 41;41;Jp .�.� -t J p Back (north) elevation BC Investigative Engineers 1 BCIE Job No. 07046 • • Nielsen Site February 2, 2007 Rafter damage in living room M N F- 447til p;, \ ' ar. ;, • , Damaged rafters ., W W i n Undamaged rafters BC Investigative Engineers 2 BCIE Job No. 07046 Nielsen Site February 2, 2007 No damage to exterior wall xt • Truss damage in family room BC Investigative Engineers 3 BCIE job No. 07046 viwwwwwir 3605 C STREET INVESTIG IVE AUBURN WA..98002 Project No..07046 Sheet of ENGINEERS LLC """'wBCIEN£T 2538335557(0) Designer JB Date_02 15 07_5_ Checked By Date 253833730.9(F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) 6-,--\-- STRUCTURAL \OT-S: 1.0 CARPENTRY 2.0 MISCB_LMEOUS IU ROUGH CARPENTRY VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR*2 UNO PER PLAN. PROGEEDINS.PROVIDE ERECTION BRACING AS NECESSARY UNTIL ALL 2'LUMBER SHALL BE KILN DRIED(KD)OR SURFACE DRIED(SD). PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE VEST ARCHITECTURAL PLANS FOR WALL OPENING,ARCHITECTURAL COAST LUMBER INSPECTION BUREAU Male)OR WESTERN WOOD TREATMENT AND DIMENSIONS NOT SHOWN REFER TO MECHANICAL PRODUCTS ASSOCIATION()WA)SHOWING GRADE MARK OR AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL APPROVED EGUAL. OTHER MATERIALS SHALL BE AS SHOWN OPENINGS FOR DUCTS,PIPES,CONDUITS,ETC.,NOT SHOWN. BELOW: IU ER SPECIES Fb(PSI) Fv(PSI) 2x 13x STUDS *2 DOUGLAS FIR 550 150 2x JOISTS *2 DOUGLAS FIR 900 190 4x HEADERS *2 DOUGLAS FIR 900 190 4X COLUMNS *2 DOUGLAS FIR 900 190 6x HEADERS *1 DOUGLAS FIR 1350 ITO bx COLUMNS *I DOUGLAS FIR 1200 ITO ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED(SEE SECTION 15). 1.2 CARPENTRY HARDWARE A. BOLTS SHALL BE A5TM A-307. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EOUVALENT PNEUMATICALLY DRIVEN NAILS(P-NAILS),AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P- NAILS SHALL BE INSTALLED PER THE MANFACTURERS GUIDELIIES. COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL NAIL NAIL LENGTH APPLICATION I6d COMMON 0.162'P-NAIL 3-1/2' FRAMING 10d COMMON 0.145'P-NAIL 3' FRAMING 8d COMMON 0.131'P-NAIL 3' FRAMING IOd COMMON 0148'P-NAIL 2-1/2' SHEATHING 8d COMMON 0.131'P-NAIL 2-1/2" SHEATHING D. HARDWARE EXPOSED OR IN CONTACT YV PT MTRL SHALL BE 6ALVINIZED W/A 6-I85 RATING.HARDWARE t FASTENERS SHALL BE COMPATIBLE Y PT MTRL 13 MINIMUM NAILING-PER 2003 IBC TABLE 2304.9.1. 1.4 PLYWOOD/05B SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF P52 FOR 058. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER Tlf CONTRACTORS CONSTRUCTION AND VEATHER CONDITIONS SPECIFIED BY CONTRACTOR ALL THICKNESS AND GRADING SHALL CONFORM TO P51 OR P52.SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER Tit CONTRACTORS CONSTRUCTION AND VEATHER CONDITIONS SPECIFIED BY CONTRACTOR ROOF DIAPHRAGM:1/2' PVC(PANEL INDEX=24/16), WITH LEE BIA, PANEL NAILS EDGE5.148" AND 4"0G.P-NAILS T FIELD TYPICAL UPLE55 TED 4V RS pF WASg j4'O� NOTED OTHERWISE ON PLAN WHERE REQUIRED,USE PLY-CLIPS R�': / ao�6 INSTALLED PER MANUFACTURERS GUIDELINES AND APA GUIDELINES. 15 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER,PLYWOOD AND DECK MATERIALS SHALL BE PER AVPA SPECIFICATION TREATED OR OTHER APPROVED �,P 619 414 ALL GUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE 4,. ISTER ��� CARED FOR IN ACCORDANCE WITH AMA SPECIFICATION M-4. SIONAL E� CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTEERS IN CONTACT WITH THE PRESSURE TREATED MATERIAL(5). I EXPIRES 10/25/07 CAUSE&ORIGIN•DUE DILIGENCE•RESTORATION DESIGN*EXPERT N'ITNESS•ACCIDENT INVESTIGATION.SEISMIC HAZARD ASSESSMENT*STRUCTURAL CONSULTING FOR. ALLIANCE RESTORATION TITLE NIELSON RESIDENCE IBCIE JOB NO. REDMOND, liA..98052 TREE STRIKE REPAIRS 07046 i • •�. 3605 C STREET Bc INVESTIG IVE 4UBURN, WA.98002 Project No..07046 Sheet of_5_ ENGINEERS LLC N N W35557O Designer JB Date—02-15-07 2538335557(0) Checked By Date 253.833.730.9(F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) FACE NAIL DBL TOP PLATES w/0.148"dia @ 12" o/c STAGGERED 4'-0" MIN I2" MIN (2) ROWS OF (8)0.148"dia x 3-1/4" P-NAILS I,/2" MIN @ EA SIDE OF SPLICE,UNO i - j -I T _ \ 5 �� 7. � \„// 7\-/ PLATE SPICE(NP) NOTE: WHERE PLATE DISCONTINUITIES OCCUR @ BEAMS OR MECH/ELEG PENETRATIONS USE (I)SIMPSON 5T623b UNO. STRAP MAY BE PLACED EITHER ALONG THE SIDES OR TOP FACE OF PLATES SIMPSON STRAPS @ BREAKS IN TOP PLATE- TYP ALL EXT WALLS 4 INT 5Ws AS NOTED PER THE PLANS.CONTRACTOR'S OPTION TO PLATE STRAP ON TOP OF PLATES: / EQ / EQ / USE STb23b FOR NPIGAL SPLICES LONGER STRAPS OF 2-1/16" WIDTH OR GREATER ARE ALLOWED WHERE REQ'D DUE TO FIELD CONDITIONS II I ALTERNATE TOP PLATE SPLICE DETAIL USING STRAPS LEE BIN �4..�of wASk`4'0 t ir- .lb kE • Egg. 444 ED (N)/(E) TOP PLATE SPLICE DETAILS (TYP) �`S'SIONAL'''_ EXPIRES 10/25/07 CAUSE&ORIGIN•DUE DILIGENCE*RESTORATION DESIGN•EXPERT IfITNESS•ACCIDENT INVESTIGATION•SEISMIC HAZARD ASSESSMENT*STRUCTURAL CONSULTING FOR: ALLIANCE RESTOR.4 TION TITLE: NIELSON RESIDENCE BCIB JOB NO. REDMOND, MA.98052 TREE STRIKE REPAIRS 07 046 INVESTIG�IVE UBURN .4.3GOSCST W.4. 4 98002 Project No. 07046 Sheet_3 of—5_ B C ENGINEERS LLC M N N BCIENET Designer ,1B Checked _02-15-07 2538335557(0) Checked By Date 253.833.7309(F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) PANEL EDGE BOUNDARY INTERMEDIATE FRAMING NAILING (FIELD) MEMBER NAILING 4 o cn � w C Z O w NOTE: I. PROVIDE APA APPROVED GLUE. NAIL ALL PWD/OSB TO FRAMING MEMBERS PER THE GENERAL NOTES 4 AND FRAMING NOTES. 2. WHERE BLOCKING 15 REQUIRED @ ALL UNSUPPORTED PANEL EDGES,AS NOTED ON THE PLANS,PROVIDE EITHER 2x FLAT-WISE BLKG OR BLKG PER THE JOIST/TRUSS MFR. OVER BLKG USE A 3"x246A STRAP w/IbGA STAPLES to 3" o% THRU STRAP INTO SHEATHING - NOT TO BE CONFUSED OR TO REPLACE DRAG STRUT STRAPS NOTED ON THE PLANS. 3. STAGGER SHEATHING NAILS @ PANEL EDGE OFFSETS. LEE 131-4 4. REINSTALL PHD/05B USING IOd NAILS PLACED BETWEEN THE (E) NAIL HOLES ,.9 of Wasyr�ao70 USED FOR ORIGINAL CONSTRUCTION. � � , 5. STAGGERED JOINTS NOT REQUIRED FOR ISOLATED AREAS OF REPAIR NOT GREATER THAN TWO TRUSS BAYS. .0 4 37346 'tI off, =0I . '$�1�w • (N) PWD/OSB SHEATHING LAYOUT (TYP) OVAL E� EXPIRES 10/25/07 CAUSE&ORIGIN•DUE DILIGENCE*RESTORATION DESIGN•EXPERT 117TNESS•A CCIDE.NT INVESTIGATION*SEISMIC HAZARD A SSESSMENT•STRUCTURAL CONSULTING FOR.. ALLIANCE RESTOR.4 TION TITLE NIELSON RESIDENCE BCIE JOB NO. REDMOND, 14 A.98052 TREE STRIKE REP/AIRS 07 046 Jiw 4 UBURN,STREET'4..98002 Project No.0_07046 Sheet_4_of J5 1 BCINVESTIGrIVE Designer JB Date 02-15-07_ ENGINEERS, LLC 2,3 38 55 NoIT Checked By Date RESPONSIVE • ACCURATE • THOROUGH 18883355°57(72 Revisions Date GUT DAMAGED PE TRUSSES 6" THIS SIDE (N) 1/Ib" 24/16 SPAN RATED OSB SHT6 W/ OF RIDGE © TOP CHORD 4 ADJACENT TO Sd P-NAILS © 6/12 THRU (N)/(E) Ix SKIP 5. 51DE OF RIDGE @ BOT CHORD- TYP (4) PLGS BOARDS d (N) PE MONO TRUSSES /"Jp 0" 1/ ,'�' �T eO T 1 ,4C,�(R p e MS T� T%s s 110R/ ITy0,�,P,"D/T,0" _1 40 0 0 I� ...1 / i. J _:\ 2'-0" TYP GUT LINE © BOT CHORDS / (N) 1/Ib" O5B GUSSET PLATES EA. SIDE W/ (2) ROWS #10x3" SCREWS 6" OC STAGGERED TO (N)/(E) PE TRUSS CHORDS, DIAGONALS, (N) PE MONO TRUSS RIDGE VERT 4 (N) 2x4s © ENDS OF GUSSET PLATES (E) 2x4 PE TRUSS TOP CHORD W/ TAIL DAMAGE- GUT BACK DAMAGED TAIL TO TRUSS HEEL 4 PLAGE I`o+ (N) 2x4 TAIL AS NOTED BELOW s,c/c (N) I 8 PLAGE (N) 7/16" 05B GUSSETS '4 ® (E) PE TRUSS HEELS PRIOR TO- =� �'' TAIL CONSTR.- 5E ABOVE FOR NAILS czli (N) 2x4 TAIL SISTERED TO EXIST • ROOF TRUSS TOP CHORD W/ �� 5i LEE BI�,� 0.148"x3-I/4" P-NAILS SPGD 6" OG '4 �c'�� °F nsyj4co� TOP 4 SOT FULL-LENGTH '' I% �� TRUSS TAIL DAMAGE REPAIR -3 E:: ,�'tv� T 1� �j TYPICAL PE TRUSS REPAIR DETAILS S0NA1L0 �C `� EXPIRES 10/25/07 CAUSE&ORIGIN•DUE DILIGENCE•RESTORATION DESIGN•EXPERT WITNESS•A CCIDE.NT INVESTIGA TION•SEISMIC HAZARD ASSESSMENT.STRGCTL'RAL CONSULTING FOR: .4LLI.4NCERESTORATION TITLE: NIELSON RESIDENCE LOBNO REDMOND, 14'.4..98052 TREE STRIKE REPAIRS 07 046 •smics 3605 C STREET INV EST IG AIPIV E AUBURN WA.98002 Project No..07046 Sheet_5 of . BC ENGINEERS LLC WWW..BCIE."ET Designer JB Checked By Date_02 15 07 1 253.8335557(0) Date 253.833.730.9(F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) (N) 0.148"x3" P-NAILS THRU (N) GONT RIDGE VENT OVER (N) SHTG 4 (N)/(E) SKIP �� (E) RIDGE BEAM- (E) BLKG BOARD SHTG @ DAMAGED 1 , NOTCHED FOR VENTING- NO DAMAGE AREAS ONLY (TYP) I I ,I / it 1 (N) RAID 4 SKIP SHTG TO MATCH ORIGINAL GONDS. WHERE DAMAGED NO DAMAGE SOUTH SIDE OF (E) RIDGE 4 NO DAMAGE (N) 2x12 RAFTERS SISTERED TO TO RIDGE BEAM (E) DAMAGED RAFTERS LEFT IN PLAGE- MATCH ORIGINAL GONDS. IN/NOTCHING PER CODE ALLOWED (N) SIMPSON HI CLIP (E) RIDGE BEAM- NO DAMAGE EA (N) RAFTER �'J (12 o3Hp 4 0 rod (N) 0.148x3 P-NAILS THRU /c p_T (N) SHTG 4 (N)/(E) SKIP SLOPE Ty BOARD SHTG @ DAMAGED 12 TO MATCH AREAS ONLY (TYP) I ORIGINAL (E) UNDAMAGED RAFTER TAILS TO REMAIN- STRENGTHEN NOTCH 1 �� W/SISTERED 2x12 4 NAILS NOTED 4, A illiW (N) 2x12 RAFTERS 515TERED •'r (N) 4x8 HEADERS W/MAX 6'-0" SPAN TO (E) DAMAGED RAFTERS OVER (N) WINDOWS- USE (I) KING/(I) JAMB LEFT IN PLAGE W/0.148"x3" STUD FOR END BEARING 4 (2) JAMBS P-NAILS SPUD 6" OG TOP 4 BOT @ (N) WINDOW JAMBS EXCEPT @ NORTH EXTERIOR WALL AS NOTED ABOVE I LEE 134 (E) WALL PER PLAN X47 ASX4.,0It. ,,, .-A,N, igt,(N) SIMPSON HI EA. (N)/(E) RAFTER , . - 37,348 w4 ,, , ISTERF' lbw ' JONAL Ell 31- TYPICAL RAFTER REPAIR DETAILS EXPIRES 10/25/07 CAUSE&ORIGIN•DUE DILIGENCE•RESTORATION DESIGN•E.VPERT WITNESS•ACCIDENT INVESTIGATION.SEISMIC HAZARD ASSESSMENT*STRUCTURAL CONSULTING FOR: ALLIANCE RESTORATION TITLE: \IELSON RESIDENCE BCIE JOB NO. REDMOND, H.A.05052 TREE STRIKE REPAIRS 07046 RECEID • CflY OF Federal Way FEB 2 1 2007 �(Qo' Q - 1009 PERMIT C)MF CO ME EL PL DE EN FP COMMUNITY DEVELOPMENT SERVICES 333258"'AVENUESOUTH•POBOX3jl&-y or re 6W07�FAX2 8352'609SS,.ji 1111 BUVILDINC P LI CATI O N / / wu.wr•illtoffederaluarq eons The following is required information-an incomplete application will not be accepted. Please print legibly(in ink)or type. �.1 y���L- PROPERTY INFORMATION ' �'"' SITE ADDRESS 5.Z_Z'� ! [J I'cV:LL. S4v1 tL-KL Ll.. SUITE/UNIT# f� ` ASSESSOR'S TAX/PARCEL# 4 . 2 (. 4 e- - 0 S ? �! LOT SIZE(sf) 9l i (1 LEGAL DESCRIPTION(e.g.Acme Estates,Lot 1) I l, I.;;;01! P.4/1 0 -3 (Attach separate page for Ionglhg legal door whoa) ■ PROJECT INFORMATION TYPE OF PERMIT Id BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION(Provide detailed description of work included on this permit onr lu) rL�P , In .` ►:n I ' LtZ P /�#1 '� f"..A U If"°6 is 1J 4It taiitL . i•, .� Al I L'��L f"- f� fa Aga Lam+ 7 PROJECT NAME(Name of Business or Owner Last Name) I1l� L .rNi 12-f l.Otit C� I l2& J MI PEOPLE INFORMATION PROPERTY NAME PRIMARY PHONE ' OWNER 4... Le($ l ( 0-Mute . MAILING AD+�DRESS /� f� CITY STATE,ZIP �J ,p E-MAIL'f DRESS r CONTRACTOR COM ANY NAME APPLICANT NAME OFFICE PHONE ALL- A- c 12f- ' ATI &C�e lz- 6 A� 511-4+�JjJ4�r/�� ) (44)6E2 - lac MAI NC 4" /RESS)4 14/Li Ate C / A VI, 1 1/Y A f V"S C. (E'Zl )0 PAA - 1" CRY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPI- TION DATE FAX NUMB R (42-neu2 - 'OZ(C COPY of earn required �+� CO CTOR'S REGISTRATION NUMBER EXPIRATION DATE E-MAIL ADDRESS /� ��� y} with each application �/ f 1 1 I ' {,,,0 -/ y a/ //rt`L 2c / ■ e_e�'l �Q t a w"l APPLICANT COMPANY f�`NAME / 1/1 APPLICANT NAME OFF CE PHON ;,�/{[ ",C dA/-f �i. ' ",ct%,i ` /eilt.C2O0 in- (2 - i.LIV.�1. 7 ! �/ G� C i.S id TE, IP W� !811. CELL vs- )N - q S13 RELATIONSHIP TO PROJECT ` L n FAX NUMBE ❑ Architect ❑Tenant ❑Agent Other .Vri4t�1F'1` (2 f.33 - PROJECT NA ME P Y PHONE 2 E-MAIL ADDRESS y CONTACT �tlfElc 4f�� tf , ( S)6' - 7Z.. VP 111C.iLWVt� }Yf"� LENDER MAN Ab Per Lender information 19.27.095:mat 7��L�iI't/��.[L Lender information is required if project value exceeds$5,000 MAILING DRESS CITY.STATE.ZIP PHONE ( ,C • DETAILED BUILDING INFORMATION r EXISTING USE 7 iWILE_ (Gi 1'1- 6!{l�Zi\l4/7')fZ�y�''' PROPOSED USE � Cire/44 f EXISTING ASSESSED/APPRAISED VALUE $ 252,ete VALUE OF PROPOSED WORK $ , 5t-l-ec SPRINKLERED BUILDING? ❑ YES •CeNO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? ❑YES VNO WATER SERVICE PROVIDER ❑ LAKEHAVEN ❑ HIGHLINE ❑ TACOMA ❑ PRIVATE(WELL) SEWER SERVICE PROVIDER ❑ LAKEHAVEN ❑ HIGHLINE ❑ PRIVATE(SEPTIC) • PROJECT FLOOR AREAS AREA DESCRIPTION EXISTING PROPOSED TOTAL SQ.FT. SA.FT. sq.FT. BASEMENT /'it 46- ,- FIRST 1 A it AL c`i er - L . SECOND A16/-le .(_ r�lutt 19_G. THIRD /` cgE > — — ADDITIONAL FLOORS(DESCRIBE) 1 1/4 _ .— DECK(0 COVERED OR,UNCOVERED?) ' I I GARAGE 70. CARPORT ❑ il4`1 \G � 8. NUMBER OF FLOORS EXISTING t M e o . TOTAL t A L TOTAL PROPOSED SF 48.0 EXISTING **NEW HOMES ONLY** NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $ • FIXTURES t /...,, ..Indicate number of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. MECHANICAL Value of Mechanical Work $ (A COPY OF BID OR ESTIMATE MUST BE INCLUDED WITH APPLICATION) AIR HANDLING UNITS EVAPORATIVE COOLERS GAS PIPE OUTLETS WOODSTOVES BBgS FANS GAS WATER HEATERS MISC(Describe) BOILERS FIREPLACE INSERTS HOODS(Commerctat COMPRESSORS FURNACES RANGES DUCTS GAS LOG SKIS REFRIG.SYSTEMS PLUMBING BATHTUBS(or Tub/Shower Combo) LAVS(Bathroom Sinks) URINALS MISC(Describe) DISHWASHERS RAINWATER SYST VACUUM BREAKERS DRINKING FOUNTAINS SHOWERS WATER CLOSETS tronet) ELECTRIC WATER HEATERS SINKS WASHING MACHINES HOSE BIBBS SUMPS SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made. 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 of Federal Way,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. 2 � NAME/TITLE DATE L T—`.rs ure) (7t ) l' `�W" RELATIONSHIP TO PR CT ❑ Owner ❑Agent ❑ Contractor o Architect X Other FOR OFFICE USE ONLY n NEW E ADDITION o ALTERATION E REPAIR n TENANT IMPROVEMENT BUILDING SHELL ONLY? n YES n NO BASIC PLAN? n YES c NO ZONING DESIGNATION CHANGE OF USE? ❑YES c NO NEW ADDRESS REQUIRED? ❑YES ❑NO UP/SEPA/SU? ❑YES n NO PLATTED LOT? o YES ❑NO DEMO PERMIT REQUIRED? ❑YES a NO Bulletin#100—January 1,2007 Page 2 of 4 k\Handouts\Permit Application