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Permit D07-406 - BRUNDAGE RESIDENCE - FIRE DAMAGE REPAIR
BRUNDAGE RESIDENCE 13039 40 AV S D07 -406 Parcel No.: Address: Suite No: doc: IBC - 10/06 Contact Person: Name: Address: Phone: 7340600800 13039 40 AV S TUKW Tenant: Name: BRUNDAGE RESIDENCE Address: 13039 40 AV S , TUKWILA WA City,f Tukwila Owner: Name: BRUNDAGE DANIEL L Address: 13039 40TH S , SEATTLE WA 98168 Phone: ERIK PEDERSEN JR 224 NICKERSON ST , SEATTLE WA 98109 206 890 -1975 Contractor: Name: Address: Phone: Contractor License No: MCBRICR099JZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us MCBRIDE CONST RESOURCES INC 224 NICKERSON ST , SEATTLE WA 98109 Value of Construction: $125,000.00 Type of Fire Protection: Type of Construction: VB DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 03/25/2009 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -406 11/16/2007 05/14/2008 DESCRIPTION OF WORK: FIRE DAMAGE REPAIR (ATTIC): REMOVE AND REPLACE MAIN PORTION OF ROOF. CONSTRUCT PONY WALLS TO SUPPORT ROOF RAFTERS. UPGRADE JOISTS TO 2X12 MEMBERS TO MEET ENERGY REQUIREMENTS AND ROOF LOADS. THE ATTIC IS TO REMAIN UNINHABITABLE STORAGE AREA WITH A FIXED NON - CONFORMING STAIR. NEW FOOTINGS IN BASEMENT ARE BEING INSTALLED AT POSTS TO SUPPORT THE LOADS THAT ARE BEING TRANSFERRED THROUGH THE CENTER OF THE BUILDING. $2,323.54 2006 0022 D07 -406 Printed: 11 -16 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pres a to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the nuance of w r'1 am authorized to sign and obtain this development pe 't. Signature: Date: �� .07 Print Name: )L Permit Number: D07 -406 Issue Date: 11/16/2007 Permit Expires On: 05/14/2008 Date: IA This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -406 Printed: 11 -16 -2007 Parcel No.: 7340600800 Address: Suite No: Tenant: 13039 40 AV S TUKW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BRUNDAGE RESIDENCE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -406 ISSUED 10/31/2007 11/16/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. doc: Cond -10/06 D07 -406 Printed: 11 -16 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D07 -406 Printed: 11 -16 -2007 Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: 2 4 ^ K Date: /l 07 doc: Cond -10/06 D07 -406 Printed: 11 - 16 - 2007 Site Address: 003/ 3/ L/o'rt F /c (/t . Tenant Name: Property Owners Name: D. ?(L UN D '1 f Mailing Address: f 9n q 9t) •1,4 y'V 1/C 3 Name: MC3JL, k C Q/) S.} c +I'oo✓ Mailing Address: GZ 2 4 • /t/ e k is O"✓ S / Rut 1 E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: CITY OF TUKWIL4' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Company Name: Pia c f ci32�1 Co /J,54 oG4io 2 -z Y- /4 .v✓Z.5' L '� /Zt k PP D ettli 'r r' TEL. Q: Applications Worms-Applications On Line\3 -2006 - Permit Appliation.doe Revised: 9 -2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Mc 62i c izo q.T Z._ r- A/s)z Mailing Address: / 3 0 a ) ✓ ( 0 • S J t '1 Yz Contact Person: h/► t (c tr tel d It S( ( r oZ t efc E -Mail Address: King Co Assessor's Tax No.: Suite Number: New Tenant: -' LA ) i Ll4 ity '� &(O - DUD Floor: ❑ .... Yes 4- State Zip CONTACT PERSO ho do we contact when your permit is ready to be issued Day Telephone: 201 5 , o,k City Fax Number: 20,6 �Ss3"7 /Z/ State Zip - 29 y -s'I GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg :5 6e4 l9- 5i /CII City f State Zip Day Telephone: 5 C7— /7 7 S Fax Number: Expiration Date: (2 S / e) ARCHITECT OF RECORD = All plans must be wet stain Company Name: Mailing Address: City Day Telephone: Fax Number: RECORD — All plans must be et stamped by Engineer of Io D City Day Telephone: (2 0 G Fax Number( 2 d t. State State Zip Zip ) 2I' 74 g1 — Li6 i( Page 1 of 6 Valuation of Project (contractor's bid price): $ (0 s D 60 , 6 o Scope of Work (please provide detailed information): (2, r" F'ji to w, ( )` 1 v W R t-'o ry 4 G14 i A c4, ' T ri-c) (r,„1,0(' /L/c,#.9(.2 Will there be new rack storage? ❑.... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes , attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTE= Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R AU % ' ZED AGENT: Signature: Print Name: 4 -i P>eij_ Mailing Address: 2 'f( Date Application Accepted: Q:Wpplications\Fonns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9-2006 bh Day Telephone: City Date: 40/ 24.E - 71) st Date Application Expires: Staff Initials: Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building C Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas pip Fixture' Type: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Qt ): Fixture Type:.. Drinking fountain r w : - r cooler (per head) Food -waste gri i er, commercial Floor drain Shower, si • • le head trap Lavatory Rain ater system - per drai t (inside building) Re air or alteration of water p s ing and/or water treating quipment Q:\Appliations\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh o ets being installed and the quantity below: Qty .Fixture Type Wash fountain Receptor, indirect waste Sinks Urinals Sewer: Water Closet er heater and/or vent Repai ' alteration of drains_ - or vent piping City Day Telephone: Fax Number: Expiration • rte: Qt; State Fixture Type :' Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Zip Page 5 of 6 Parcel No.: 7340600800 Address: 13039 40 AV S TUB:W Suite No: Applicant: BRUNDAGE RESIDENCE Receipt No.: R07 -02373 Initials: JEM User ID: 1165 ACCOUNT ITEM LIST: Description dory Racaint -OA BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: MCBRIDE CONSTRUCTION RESOURCES INC. TRANSACTION LIST: Type Method Description Amount Payment Check 128051 2,323.54 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $2,323.54 Permit Number: D07 -406 Status: PENDING Applied Date: 10/31/2007 Issue Date: Payment Amount: 52,323.54 Payment Date: 10/31/2007 11:19 AM Balance: $0.00 1,405.48 913.56 4.50 Pr ntMCi: 1 n- 31 -2nn7 Pro Oct: li`, iJii (L,� � b C'S e_A4 Type op nsp cti , 4, f-, Address: ( 13 01 Date Called: / Special Instructions: Date Wanted: �' �a.m te• Requester: Phone No: 4 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IVC 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. E1 Corrections required prior to approval. COMMENTS: 4 PjAT" / J—:. / 9(O - V lnspectr. aul_A JJ V (Dates_ ? e Ej $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type nspe ho io J f- „f ce t . A- T • J I s Address: 3 v 3q � 71 / o _SDI Date Called: } Special Instructions: Date Wanted: a.m. Requester: l �I -, 5 C ec o &f L 1J�- - 412 (0 , i4 -Pf ( r,...,,,,.t 4 ihroUlik ›: ts Project: � r c l� It � /�- !n � sot e-,nC Type nspe ho io J f- „f ce t . A- T • J I s Address: 3 v 3q � 71 / o _SDI Date Called: } Special Instructions: Date Wanted: a.m. Requester: Phone No: 74(0 - 35 - 412 (0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. z ) \. ) IDate: (Inspector h El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: boll-46(e - I' -c) Project: 5 '7//v(/4y* / ? -r - Type of Inspection: IA. 4i1-i. /t Address: /30 ?9 wO 40 5 Date Called: Special Instructions: Date Wanted: / 2 ?.> b ; .m. Requester: Phone No: 360 2 3j -5 52 -2 , I 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. tL Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: XV . /- /1J4 2-) /?-t• /, ,(/, - ,, ,, -c l)i/ ,' 7 t / / spect • !� 1 l 7t)t 'Date: _ , /e .00 REINSPECTION E RE Qt IRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: %) 7 dy S 4),,,,,,c,./,:,, /125 l6- , /ems / e .' Ad dre ss: 36J S 4 /0 4 v $ Date Called: Special Instructions: Date Want : / 2- Z O� :m . /V//' J;.',- r,)fw -td. She 7 -,- p /I %,-, O ✓ / / —f ° K -1�- -- 7ci.;.. ) r 4 ,1---,-. rI ti s -f,-9, x< -10 / / US, ritVie ' / Jri fiv' 1/ 7/ / / Project A Type rsPection: - Ad dre ss: 36J S 4 /0 4 v $ Date Called: Special Instructions: Date Want : / 2- Z O� :m . Requester: Phone No: INSPECTION RECORD INSPE -7 Retain a copy with permit / -04 ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. Re eipt No.: Date: j .570Z" .00 REINSPECTION FE E EQUIRED. Prior to inspection. fee must be ■ id at 6300 Southcenter B d., Suite 100. Call the schedule reinspection. /14 44 1 / lb l A-4 Jet ' 7444 Z4k. COMMENTS: r,0AlTa (Tor S(A /r To\ e 6: j7 - 1.44 n; cT,, re.I of (9)<:<s J 07\ i i-r Ffoor -- .dreck 1.AeS tvr 0LM6:Ae f Ga oer - � P . P e A (Or CA : A e � ® D J h A—A : o',STS (,) eJC � bvreA t,,J1.:(1k Are Aou1 r. 6-r s 1A ere Q ( e J Are 1 OAPS , t - { •Ab IA: 4te. 1 3 1 i°;`cr‘7,, kh1ps trfre bare a.m. �'p.m.' N.'. A, tt^�ty n F Z t' ' I J Ie eX6P ‘')6/,‘ rk c ?Al.( ;A 4Po)t✓1o.U'( 4s Pn j ,neel �ik r`U i � . S l,AL d atkiA1 r Ni t r ;�An , J 5 P Project: rL t� AV S‘ An �� Type of InspeStion: critirti, 4 6- � Address: Date Called: Special Instructions: hD12 S A NALX ,i XA , No or JD' Date Wanted: ? s2( -- c) r ) a.m. �'p.m.' Requester: Phone No: ,,11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. p( CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3610 Approved per applicable codes. XA/LA > $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspect Date: - (4// 'Receipt No.: 'Date: orrections required prior to approval. COMMENTS: Type of Inspection: 72 A,n /V -6 6 Address: X3 0 3 5 �� ) l r',_. s(14, Ps p k, AA (1 1„1 jk Special Instructions: <xi C A Requester: Ph e N : ` e t o _/4, 7J I 1 D p` AA - E- 2) '{-,-. -- 1A.0 8 N d :� ,-. Aev `'t", pc, 3r --F--b L Rio ,) r ,(.�` • 1 ,3 . r ( LU 0 1./.,8 --z (4 r -. s R 3 C A (�� ;mss F �i0ar S U S ,0 1,.-.-___ 1--a , 1UJ ‘ Project: / R ?bli 4 E /?-S. Type of Inspection: 72 A,n /V -6 6 Address: X3 0 3 5 '(a 4' s Date Called: Special Instructions: Date Wante : a.m. Requester: Ph e N : ` e t o _/4, 7J I .o3 Retain a copy .64 7-i "a r I l i o / INSPECTION NO. py Ir�th permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. orrections required prior to approval. Inspecrr: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Date: 41 PrAct WA, -O/W - Type of laspection: - - K Address: /3635 O/9., S Date Called: 1_■( Special Instructions: ..- Z Date Wante : /c7.08 4i p.m. Request r: Phone No: 06- ( 190 -/v 75 COMMENTS: (A f r eel: )/ vt — j 1 A /k 0A i c -- A 1 t kve,/q e A 3 1_■( ; . i INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1- PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g 206 4 - CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: COMMENTS: ( 6) r I e- ( 7T n )/1 )Y car J[k in ( /(_ A_ a ✓-e rt r-J 4-r - U , J - 7'`/- , l,)^=V- Orl r J I'l ivr 3 ,1 / (FA ff /t--( r F d �► j � . Approved per applicable codes. Inspe or: 1 -4:P INSPECTION NO. Special Instructions: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Type of Insp ctipn: Address: Date Called: 0 3' - 1 Date Wanted: Requester: Date: 007 —qoa ? —IS"—oEr Phone No: 70 q /5_- )s' El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: a.m. p.m. Corrections required prior to approval. 'Date: Special Instructions: Approved per applicable codes. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Proj t: Address: /303 G /l>.Arr INSPECTION RECORD Retain a copy with permit COMMENTS: 62_ > 4 S PAge /Oft' -P/ Ait/ s / Jia. in fi /f"5 A/ 6 //c 1 j G19i/i n? / --/-(, -1 / spect I ° eceipt No.: 58.00 REINSPECTION FE REQUIRE rior to inspection, fee must be paid at 6300 Southcenter B d.. Suit 00. Call the schedule reinspection. !Date: Date: 1- 7 IG' i Date Called: II7- Type of n: Inspecti , O a �.- riei41!) Date W nted: �— / 7- ae m. Requester: Phone No: ,.. dC - &2- /17S 1 � 4 Corrections required prior to approval. REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 5 2001 1. FILE COPY ;47 E �F Pacific Engineering Technologies <VP BRUNDAGE RESIDENCE 13039 — 4d Avenue South Tukwila, WA 98168 Job No.: 07327.00 Structural calculations for the repair of structural framing damaged by a fire to the Brundage residence. Design is in accordance with the International Building Code 2006 Edition. Per review Cppfov ;i 13 0ubject t7 Crrc. 3 ar.' i c' contn• lir doc iir :z., tic _c''t r[ c e,t•.c :ot'.' °.. t c E- rl'Mti� Fick;. Copy ia[ii conz:;itor..I 13 i,Zki1c LEXPIRES 10/03/ ZOc4 _A "0. 3o •o f RECEIVED CITY OF TUKVAA OCT 312007 p k MIT CENTER WA-140c° 07327 Project Notes PROJECT NARRATIVE BRUNDAGE RESIDENCE Fire damaged an existing 2x4 wood -frame roof, requiring that the entire roof over the main portion of the home be removed and replaced. In order to support the code - required roof snow loads, pony walls are to be installed to support the roof rafters. The existing unhabitable attic floor was framed with 2x4 joists spaced at 24" o.c. and had oriented strand board floor sheathing. There is also an existing fixed non - conforming stair that accessed the attic. The attic insulation had been installed between the 2x4 joists. In order to upgrade the attic to support the roof loads from the pony walls, to support the attic storage loads for an attic with a fixed access stair, and to meet the energy requirements, the joists are being upgraded to 2x12s. The attic is to remain an unhabitable storage area with a fixed non - conforming stair. New footings in the basement are being installed at posts to support the loads that are transferred through the center of the building. 13v:i.P A/(, pL.A A/5 3DD1_ MF-3Ii ii NEW (2) 2x6 POST. ALIGN IW (2) 2x- Q°1. BELOW NEW 2x4 AT 16" OZ. PONY WALL IW 1x4 DIAGONAL BRACING FLAT ROOF BELOW (NO 6TIC)CTURAL REPAIR) 4 -6 LOW FLAT ROOF 12' -0" 2x00 ROOF RAFTERS AT 24 "L, TYP. UNO (2 ) 2x10 RIDGE (2) 2x4 IN PONY WALL, TTP. 11.OER NIP EXIST. CNRTEY (2) 2x10 6111. ATTIC PLAN ROOF FR,4MING PLAN 6 -0 "t ll NEW 2x6 AT 24" O.C. TYP. AT DORMERS NOTES: L ALL UPPER ROOF FRAMING 16 NEW CONSTRUCTION. NEW 24, AT 24" OL. TTP. AT DORMERS (4) 2x4 IN DORMER WALL. TTP. (2) 2x4 N DORMER WALL, TTP. 2x4 AT 16" GC. WALLS TYP. AT DORMERS NO OTRUC REPAIR .4 ROOF 2. ALL ATTIC FRAMING 16 NEW CONSTRUCTION. ATTIC 16 UNNAZITABLE 6TORAGE *SPACE WITH FIXED *STAIR 3. NEW 1 EADER6 AND PO6T6 RECURRED AT MAN FLOOR IN EXTERIOR W ALI $ A6 NOTED ON PLAN. 4. (SHADED AREAS INDICATE ROOF OVER FRAMING. REF. 6TRUCT. NOTES. b. PROVIDE 2" MN. CLEAR DISTANCE BETWEEN EX16t. CNIIMINEY AND NEW 111000 FRAMING. FILL GAP WTN RIGID NON - COMBUSTIBLE FIRE BLOCKING. BRACE CHIMNEY WITH 61MPLCN MbTC3140 STRAPS (SHOWN DARNED BELOW) CONNECTED TO MASONRY AND FRAMING AT ROOF LEVEL AND AT CEILING LEVEL A6 6140WN IN CNRTEY BRACING DIAGRAM6 BELOW INSTALL (S TRAP6 IN ACCORDANCE WITH MFR'6 RECOMMENDATICN6. 1 2 2E _9R O x 0 = TRJCTU3A{. AIR AT FLAT DOF O 01' -3' ■ POOR R POOR EO'D _ PORTION STAIR AS REDD rEIMMI NEW 2x12 FLOOR JOISTS AT 24" O.G. INSULATE WALLS TO CLOSE BLDG. ENVELOPE EXIST. STAIR TO REl1AN NEW (2) 2x02 EM NEW (3) 2x12 (FD.) NEW 2x12 FLOOR JOISTS AT 24" O.C. INSULATED DOOR REO'D NEW (2) 2xb 23' -4" t LOW ROOF rit ND NEW (3) 242 FD. NEW (2)2x4 3 W I 32' -I" . NEW (3) 2xt2 FE, 84 NEW (2) 2xb LOCATE EUILT -UP BEAMS TO ALIGN WITH EUILT -UP RAFTERS AT DORMERS AEOVE NEW (2)234/3 let FLOOR PLAN LIN p_0 FR(4MING PLAN / �. I NEW (6) 2x12 ( FLUSH SEAM (FEJ m 20' -0" ■ - iN,w (2) 2k10 V.i g1:jy n 0 11u, L. P► N& +. -10/4 P S Project No: 1 '2- Date: 9 / l4= /O - Sheet Project Name: g'-v r"' C m p.B y ; Contents: 2,- • i+► • PS esfl -T. T I I I ., Chk.'By: . P acific Engineerin Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: 1206] 281 -7500 0 Facsimile: 1206] 281-4611 101621 -7300 Pacific Project No: G � h Engineerin � D ate: 'Sheet: Of: � Pro Name: e' tit A.Gt ec Comp. Br M P 5 Chk. By: 1300 Dexter Avenue North — Suite 100 0 Seattle. Washington 98109 Telephone: 11281-7500 0 Facsimile 11281- 4611 Contents: 18001621 -7300 t�. • ■�■�1 �1 �!!� 11 11 1111■■ 1111■■■ 11■I111111 Er EMS ■■■r■■ ■� ■��. 5■ ECam1111■■ ■■ 1111 ■1111■■■■■! ■■ EMIU EMMEIMMEMINITAMMEMMEMEMMEM ■■EM ■5!' !EMME■511 ■■■■■■■■■■I■■ 511 MO ■■r!M!M5 1111 ■B■ ■F11,1P . , ■ !1111■ MIME IMPENUMMME ■■■■■■■B'! IMMEM■■■ I■■ ■11115115■■■■ __1111R$ 1111111111111111111111111111MOMMI ■■■■■■■■■■ ■■■■■■■■nil ■LMME ■1111■■ ■1111111111115■■ 1111■■■■■ ■■■■MEM MEM IMMINIMMINIMMEMEMMOMMEMMINIM MEM ■■©' 1MMWE■ ■■111151111■11r RIM MINIMMEMEEMMMOMMIMPERMEMM ." .i Ell sum MMEEMPRIMMEMEMMMEMEMEMENNERNEME 1111EMEMM N 11511111111 MEMEMMIEMMEMEM =raw= ■111111111111111111111111115 ■■E _ ■ 011 ■MIN■5 ■ ■ ■5!EMMOl MM11511 1111■■ ■ ■ 1 MMINIMMENWMWERREVAMM FAME )% r 11111111115 ■■■■■■11111155■ ■1111 ■■ 1111 MMINIMMOREEMMEMMIMM 71;MENEME MOMMINNIM MO MMEMME MO 02ME MEMEENt MMINIMM It. 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By: Contents: irli . { A rT t ; ( `,S ' A�t y • c ■■■ ■■■■ ONE0 ■MEMO■■ ■■■■■■■■■■■■ ■■■■ BEEMBEIMMINIMMEMEMMUMS ■ ■■■■■ MMEMMINOMMEMMIMMEMMEMMMAMMIM EMOOMMEMMOMMOMMEMERVEMMEMMEOM ■ ■l ME■E ■M ■■■■■■E4■■■■■■■■ ■■©■.= minimammismewmcommum ■■■■■iNI■■■■■■ ■■ ■tE M1'31■■ ■ ■■■■ ■■1 EEME ■ ■ ■EM■ ■■MMUEMM■■■■■■ ° 111111 IMP= ■ 'MLA- 3"'"-,1 -■ ■EMI ■ ■ ■■■II■ ■ ■■■ ■ ■ ■■MEN■■■■■■■■■■R■■■■■■■■■■■ ■ ■r MEME tz ■ ■REMEMPA ■ ■ ■ ■ ■■■ ■ ■■ WIMMEMNESESSUMMEMEMEMEMERMOM malminiffi r MINNEMMEMMUE &1 MENEM III IP 111111UMEM MIMEO= mu. IEEMILIEL 1 p.4 le, MEM IN 1. ■■■ ■■■I■■ ■■i mil X =` - , .. , =m ■ ■m ■ ■■■ a �‘ m ■rdr■ a MIIIIMMINI MR a EN • .� 1r INIMMEIN IN . . 0 , ilh • I I . Pacific Engineerin Technologies 1300 Pextar Avenue North — Suite 100 `0 Seatde, Washington 98109 Telephone: [20612817500 0 'Facsimile (2061 281.4611 I8001621 -7300 1 II x Loads: BLC 1, Results for LC 1, Member z Bending Moments (lb -ft) Reaction units are lb and lb-ft Pacific Engineering Techn.. RA- ! fir s A7 Zit 14 O_t October 25, 2007 11:24 AM 07327 rafter.r3d 2 Pacific Project No.. 3 .2 -1- Date: Sheet: Of: _ , En" ineerin Technologies ')� o. E project NOME!' 1� R- P Chk. • C0111P. 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Project No: 9 3 "; 2-- Date: ` Sheet: Of: Project Name: %12-0 Comp. By:. E F Contents: Chk. By: Pacific Engineerin Technologies 1300 Dexter Avenue North — Suite 1001 0 Seattle, Washington 98109 Telephone: [206}281 -7500 0 Facsimile: [2061281 -4611 [BOM 621 -300 mom EmmamdmicOmemmumnimmimm ■■'EEMMUMMEMlM.■■■■■■■ ■ ■ ■■ ■■■■ ■■Rl3M■ ■■■■■■■■ ■■■ ■■■■■■■■■■ ■■■■M©E■N■■■■■■■ ■■■■■■■■■■ ■ ■■■■■■E■■■■■ ■M■■■■M■■■■■■■■■■ mu MOMME=EMEMMEZEUMME mi. lommummemprammimmimmommomm ■ ■IN■■■RU /G %■ ■ ■■■■ ■■■■■■■ ■■l ■IUMME a/■■■■■ ■■■■ ■■■ ■■■ ■ AIMM■RM ■■■■■■■■■ S MOM= MMEMEMNSIMMUMMEMMEMENUMEM ■■■ ■■■■■■■■■■■■■■■ ■■EME9M■■■'■ ■ ■■■MEMEMEMEMEMMEM Ei■ ■■■■■M immomm num 111111 1 111111 mom ummummrsamm amminumm ■■■■ ■ii MEM MEMMEMMEMMEMMINIMME MOIMMUOMME _- [t4NM ■■ ■■ ■■■■■ ■ MOMORMOOMM ■■ N!■■■■MHM MMEMIRMEEM, NNW MEM= RIL6 II 11111111 Immummits 1 — Project No: 0 °3" 3 Z Date: Sheet Of: Project Name: '� 1.11.-4 t' Comp. Br S Contents: ; Chk. Pacific Engineerin Technologies 1300 Dexter Avenue North - Suite 100 0 Seattle, Washington 98109 Telephone: 1208] 281 7500 0 Facsimile: 12061281. 4611 180016217300 1 (I or A A oi � i , Project No: U ' 3 — — Date: Sheet Of: . Projoct Name 1/ - Z , �c Contents: Chk By: 1 • I Pacific EnginOerin Technologies 1300 Dexter Avenue North - Suite 10( 0 Seattle, Washington 88109 Telephone: 12061281- 7500 0 facsimile: 12061281.4611 18001621-7300 III Milli 11111 1111 e J MEECEMMEMMEMMINMEMMEM WOMMEMEINIMMINIMMEMEMEMM ; 1111■■■ ■■umla 1 MOIMEASEmm 1111■■ ■■ s ' ■11j ■�S ■■ ■ ■11 ■l'�■■■11/' ■11■ ■N■ W , ' mom mom ■t mmo ■■■■■■ o mon 1111 1111■■ ■■f■■INE ■■■■■■■■■■■M■■ __M■■■ ■1111■ 1111 1111 ■■►M■■■■■■ ■A■■■■■Nl aaa■■ ■1111■■ ■■5►u■■■11■■■11uaa11■■ 1111■ OMMUMMEMMINUMIMMEMIMMEMMOMM MPMEMEMEMMEMMONIMMEMMMEMMUMM 11■■■■ Y ■■■■■■1111■ ■ ■ ■■11■ l iiliiiM ■■ EREMNIl M. 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By; Contents: Pacific Engineerin Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: (2061 281 0 Facsimile: (2061281.4611 (8001621- 7300 M1 EMEMENNUMMINIMMIMOMMEM ■■ ■■■ 111 111111111111111 • ■M©E1'•�■ - 1111■■■■ ■1 1111 p:1111 W1111111111111111 ■■■eni E ©1 MENNUMUNM ■■ 1111 MIMMUMBE %'I©1O!r1■■■■■■■■1M ► ■■ ■■■i1M1®©®1U11■© ■lECO1■■■ ■■■■■MEEM ■""s- iiE■■1 ■■1■ 1111 ■■ ■ ©MN1111= _ 1 N■■ ■1 ■■1■ 1111i1EE ■111■■■■■ 1111 1111 ■ ■ ■AMEMEM E11E1 IMMEMMEMOMMEIffi ■■■■EMERNi■i11 UUMMEEMEMEMMEIN ■■ II I 1lN1mr1HE 3+ ► r?SIi1Cnn1bi o A■ 1111 ■ ■ ■■■■l EONYMM ■ ■ ■M ■ ■MM■■ ■■ ■■■M t ■ ■1 • MMEEMMON MEMEEMMEMEMOMEMEMEEM • ■ w !!EMMZ 1 MOO= CZ • ■■ t �( ■ - ■ • } 11111 1111■■ ■■ 7 Project No: 0' 37- Date: Project Name 1 1 • 4 D At `Z- I Sheet - Of: Chk. By: Comp. By: er--F Contents: P acific ngineeriii Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington Telephone: 1 206] 281 - 7500 0 Facsimile: 12061281 -4611 18001621-7300 109 i 1I?1biiiflh Iiii i 111 Ems= Qzzmsm� ■■■■■■■■mums , • EIMIZEMEMILMMINDIEMIGM01-M11=111 111 IR ■■■�!. - 1111■■■ m■■■■■■■■ • N...m■ ■ ■LN■■■ ■1111■ ■1111■■■■■■ ■m ■ ■ ■ ■ ■ ■'m■■© ! ■■■■■■■■mmm■ ■ • 1111111111111111111111111111111111111111111MMagle 49111111111111111MINIP 1111111 m■■ ■ ■■I!1■■■■ ® ■ ■m ■ ■!' 11:111m ■ ■■ 1111111111M111111111111111111 11M11111111111161 ' z r EMI mmenemiga zs■■mm■■■mam■■■ minsizaffimmumumamumo monisramumirmatisimin • • ■ ■11iiumi ■■ ■■■ ■■■■■■■■■ ■ ■■■tni?Sus© ■mmar■■ ■ ■■■■■■mm • ■■■■t!R a 11111111■■1111■■ ■ ■s ■ ■ ■ ■_■ 1111110121112111211 % NMI= 0 MET` /1! ■1111 ■■■sue 11111M11 EOM ■r■ ■ t 1111111111111•111111111111 ■■ ■Q ©- - 3■■■■mm■m■■■■■■■ II • _.01111111111111111111111 EL I ■iiiiiiiiiiiiiiiiiiiiii alls a Esiummiiiiiiitiiiiiiiiiiiiiiii ma aiIiii 1105111112 111�i�Liii "911�MiE4i3Z ii iiiiiiaiiauaiaaiiiiiiii ■ am �I IIMIESIBMISIMELMELMINIIINIMIXEMIIIIIIIIii IIMEIIIINIMIIIIIIIIININIMIIIIIIIIIIIIIIIEIEEOEEINIIRILIIMII G21iiiiiiiiiialitiiiiiiiii iii ■iiiiaiiiiiii ■iilmaaiiiiiii !III 1111111111 11111111 ii ■iiiiiii. • ESIMEiii NM IN iIMoniitiiiiiiiiiiiiiiii IllammusimissE 111111111111111111111111110111111111111011101111MEIMIZINIIIIIIIII 1111111EamiiiiIIIIIIIIIIIIIIIIIIMIMIEMELIENEICE1111 g ill iiilpiiiii iaNii iii ii - ii mama Lau.aJiIIii 6H . ii lid a mar111.ii ' Iii i1 r ! i iiiiiiiiiviiiiEMM13 ill IV d 1 s -i6,ei i MI • I 14 y ii Lail it • MEE Pacific No: 6 1' 37-3 Da te: Sheet �: Engineerin ProjectN Technologies Project Name:v DA, GE Comp. By:., C Chk. Br 1300 Dexter AvenueNorttt —Suite 100 0 Seattle Washington 98109 Telephone: (2061 281 -7600 0 Facsimile: (20612814611 Contents: 18001621 -7300 x 5251.1 Loads: BLC 1, Results for LC 1, Member z Bending Moments (Ib -ft) Reaction units are lb and lb -ft Pacific Engineering Techn.. - 3180lb (w)Zxt2_ 4864.9 October 29, 2007 4:42 PM 07327 central attic beam.r3d Pacific Engineerin e: oA6 � Technologies • Project Nam Coin . By: ' tr ' Chk. By: i 98109 " p . r 1300 Dexter Avenue North - Butte 100 0 Seattle.: Wash polo n Telephone: 1206] 281 - 7500 -0 Facsimile: 1206] 281.4611 Contents: " 18001621-7300 Project N ER ■■ R s ©11111M■ 1NI ' ■ ! ■ ■■■■ ■■ 1111■ ■■■ ■1111■■■!1■1■■■■ ■■■■■ 111113111REMEEIIIMMINIMEINICIEBELII a MI MIME ■ P 111th en o INERN11311121111013111 o ■1■ ■1 ME MICREIMENINIMIEEMETIFICZEGICE111111111 1111111MPOINICIRENEMILMMEMIENEIECIEME111111 ■■ 1111■® 011111111EIRIMIIIIII1111111111111111 ` ® ■ ! ■■ ■1■msm■■ ■ ■■■mus►s■■■ 1111■ ■■■ Ii mumilmorminommumunowdo . r 6 17. 1111 ■1L111' iii■ ■ ■ ■ ■ ■■ ■ ■■ 01i1 ■ ■ ■E■ ■ ■■■ ■ ■■ ■■■!lam9►nlxfmm - • !■ 1■■■■■ = if + I 1 ■1111 ■■■■■■■■ ■ ■ ■ ■■■ ■ ■ ■■■■■�!E ■■■■■ ■■■ ®� ,■. ■ EO 1■■■■■■1 ! ■ ■ ■■ ■■■ ■ 1■■■ ■ ■ ■ ■■I ■ ■ ■■ ■■111 MIME 1111® //��■ ■ ■ ■ ■ ■■ ■ 0�31 ■■■■■�_ V� r r ° E® ■1 ■■ ■■■■■ 111 3 f ; 1=04 iIIIIIIIIIIIIIIIIIII 111111111111111111111111111 1111111111MMEEVIM . MEMENIII111111111111111111111MINIIIII IUMEIEN l ■ :.� ■111■ ■■ . ■■■® ■ iiuiui 1111 1■ ■ l ■111■ ■ I ! s lim Date: I c ! i / '3" ' Sheet Loads: BLC 1, Results for LC 1, Member z Bending Moments (lb-ft) Reaction units are lb and lb-ft Pacific Engineering Techn. x .Y 1589.9 - 10601b - 3501b/ft : � „ �r�Y�•�•1v1�I1In�8 J i� - 6797.3 (3) 2 Z 5801b 1145.1 October 29, 2007 4:20 PM 07327 B2.r3d Project No: 01 Date: Project Name' gl'^ r) Comp. 13y: Contents: BlIMIIMEMBISEMI I-4 1 P P! ram- 111111111111111111111 YAM= • 1 IMRE WHOM ' ®! 111111111111111111111111111E III 111 ©1111511 ®® • MI1 1 011► IEZE#NZ5 • 111 • 111111101111 II rigirM21111 • -111111111® Willffailill 11i11M1111111 • 111111M111111MINFMMEM INSIEMEN I 1111111111 ■ IIIM illL!S�111�1 ��• • III 1 Wil ! Ernssamang uI5 e. Life 3 x 6 Hi c Chk. By: Sheet St aG t G� Pacific Engineerin Technologies • 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: [2061281 -7500 0 Facsimile :1206] 281-4611 (8001 821 -7300 X -6861b/ft ' \ ' V ,,,,,,,,,,,,, s ,, ■ • , - 4 v 1 1 1 1 Ili IIITTII 1 3055.4 Loads: BLC 1, Results for LC 1, Member z Bending Moments (lb-ft) Reaction units are lb and lb-ft Pacific Engineering Techn.. Akre -8408.8 I LC 7.-Ac 12_ -11301b _ - - .1557.6 October 25, 2007 9:36 AM 07327 SW Floor Joist.r3d Project No: 6 '4 . 3 Date: Project Name: 106 ‘ 2-0--4 '` t'° e Sheet Of Pacific ngineerin Technologies Comp. By " eF F Chk. By: 1300 Dexter Avenue North - Suite 0 Seattle, Washington 98109 Telephone: [2061281-7500 0 facsimile: [206] 281.4611 Contents: [8001621- 2 dEM !M■N■SE■■11■■ ■1111■ ■■11 1111■ ••• '11■ ■■ ■1111■■■■ ■■■ ■1111■■ ■11■■■ ■a EMEM ■■■■■■■■■■■ ■■M■■ ■1111 ■■ ■M■■■■■■■■ ■■1111■■ IMEMMOEM,M ■■■■ MMEM -MUEME M - 11 ■fit 11- 1111■■ 1111■■■■ M* 0®11 1111■■■ 1111■■■■ IIMMEMEMEGMEMMEMMEMMOMMEMMEMMEN 111111■Mw■11 ■1111iw'■ ■1111■ ■■1111■■■ ■11 1111■■■ ■■■11■■ ■ ,► ■ 10■■ ■1111■■■■■■■■ 1111■■ _�,:X�d b=�. 1111■■■ 1111 11� , r � * � = a ILIM11111QZ111111■ ■1111 ■ ■1111 ■ ■ ■i�� ■iii ■�i ®� ■ ■■ 1111■■■■■ 1111® .� 111111111111. 1111 61 , _,. ,4u� ■ ■ z �+ : f�! ',■■ 1111■ 1111■■ Q x � MOM ■ ■ ■��■ ■■■ • =MEM 1111 ■ ■■■■ ■1111■ ■■1111 ■ i - t1■■■■■■■ ■1111■ 1111 1111■ :L Project No: 6'4 Date: Project Name Sheet • comp.By: j L P . Chk. By: Contents: Pac ific E ngineerin g Technol .4**: 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: 12061281- 7500.0 Facsimile:1 1.281 -46 (8001621 -7300 NEI i . EIMENIeNIMPRI IE WRE MailiMEMMEEMEMOSNMOMMINIM : ME d IMRE= MOMMEMNIMMINIMMEMMEMMINIM MENUENUNMEMEMEMMEMEMIMMMEW MR mmummommummummommumm meT•me __.�..I___ --__ I___»I� OMMESMIMM MOOMMENMEMIMMEMEMMENTIMEMCOM IIMMZEM2 - 1 3INIMMINIUMME111111111111111111111 1111111111111111ENT-MMEMIIMM 1111111EMEIMIIIIIIIMEMINNIMI MMEMMEMM ■SE" �E IIMMEMMOMMBIENUMMI _: MMIE P OM= MMOMMUMONAMMEMEMONMEMOMM MOMMOIRMIMMEMORMIUM ME= 3 . M M� Jr 00.0 �-tn, •5 ■R= MEIWI ENUMMMINIMENMEMM ME IMMEMEMEMEM MI ■EM= Elm mu lille I :' x - 701b/ft - 421b/ff 2220.8 Loads: BLC 1, Results for 1, Member z Bending Moments (lb -ft) Reaction units are lb and lb -ft Pacific Engineering Techn. - 2550lb - 9634.6 IL4 October 25, 2007 11:33 AM 07327 £jl.r3d 1267.2 Project No: o '7 .3 Z Date: Sheet Project Name' ; 3^s ' ) A Comp. 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By: Pacific i ngineerin Technologies 1300 Dexter Avenue North — Suite 100 0 Seattle, Washington 98109 Telephone: 12061281 -7500 0 Facsimile: 12061 281 -3611 18001621 -7300 MM.,- r MM■M. 'M■■■■■■■ my ■■ 1111 11111 MUMEMEMENZMNSOMME MU MUM IIMMICIMMAIMEMOMEMME MR MEM ■©!PR6tM ME?J33E C O■■■■ ■■ ■■■■ INIMMEMMEMMINMERWOOMMEMM 1111 ■■■ ■E■©■■ ■■■N■■■■■M■■ ■■■■ ■■■■EMENVJ■■ ■■■■■ ■ ■■■■ MENSEMENNEMENMEMIRE MI MOM ■ ■■iMmEM■■ , . ■■ ■■■■ME■■ ME ■■E M !I EET r b I■ ■■■ ■N ■ ■■MBE■■■■ ■©■■■■■ II ■U■■ MOM MWESEMENEMOMEMEMM MN= MO 13028! ■RNE ■■ ■■ II1 1IIIIIIII .. . ... IIIM MENNE miamemn.amm • III ,� ►� ■■ mums .' REM MEM ■OW J ling nu -- ■ il®■ ■■■■ EM■■ ■ ■■ MEW , "v Lot ,1% up . 0Hfi 1,04os TO 7 vv.NA A -770A/ • 1 gU 64 L sqx 1 A ccl., W •r PROVIDE TEMP. SUPPORT OF EXIST. BEAM. REMOVE EXIST. 4z4 COLUMN AND REPLACE WITH NEW 6x6 COL. SECTION 6CALE1 we • I' -0" NEW .INFO DEEP CONC. FOOTING. 6 le ti r —� r--� ' r , )gST, bxb BE TYP. 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Printed on 10/30/2007 Column Stability Grade HF Size 6x6 F 575 psi Co 1.15 C 1 C 1 C 1.1 C 1 F 727.375 psi E 1100000 psi C 1 E' 1100000 psi L 6 ft d 5.5 in b 5.5 in L /d 13.09 K 0.3 c 0.8 F /F 1925.6 psi F /F 2.65 Cp 0.906 FC _ 658.8 psi A 30.25 in Pa!low = 19930 lb LG J Built -up Wood Column Pacific Engineering Technologies, Inc. 4x4 - 1.15 6x6 -1.1 8x8 - 1.05 10x10 - 1.0 dimension controlling buckling visually graded - 0.3; MSR - 0.384; glulam - 0.418 sawn lumber - 0.8; round timber 0.85; glulam - 0.9 0.6 0.54347 gAcE - -tT - 12 -0o L - 3 o ft Printed on 10/30/2007 Project No: GM 3 � Date: Sheet: Of: Project Name: (2--t-)/1 Comp. By:. SEFF Chk.`By: Contents: MIME t . ! 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By: P acific ngineerin Technologies 1300 Dexter Avenue North • Suite 100 o Seattle, washing= 99109 Telephone: [2061281 -7500 0 Facsimile: [2061281-4811 [800] 821 -7300 Model Ga Dimensions Fasteners (Total) Allowable Tension /Uplift Loads Code W L Nails CMU Concrete OF/SP SPF /HF (133) (160) (133) (160) 4-%x2% Titen MSTAM24 18 1% 24 9 -10d 5 -3/4x2% Titen 5- 1/4x134 Titen 1465 1500 1270 1500 128 MSTAM36 16 1% 36 13 -10d 8- Y4x2Y4 Titen 8- 1 /4x134 Titen 1870 1870 1870 1870 MSTCM40 16 3 40% 26 -16d sinkers 14- 14x2Y4 Titen '/4x13'4 Titen 4250 4250 3745 4250 Model No. Clear Span Fasteners (Total) Allowable Tension /Uplift Loads Code Ref. Nails CMU Concrete DF /SP SPF /HF (133) (160) (133) (160) MSTAM36 16 or 18 8 -10d 4-%x2% Titen 4- 1/4x114 Titen 1335 1600 1150 1380 128 MSTCM40 16 or 18 14 -16d sinkers 10- Y4x2Y4 Titen , 10- 1/4x114 Titen 2335 2800 2015 2420 Model No. Double Embedded Anchor Installation Into Grouted CMU Bond Beam Lateral I (133 & Uplift (133) Uplift (160) 1 Ply So. Pine Truss 2 or 3 Ply So. Pine Truss 1 Ply So. Pine Truss 2 or 3 Ply So. Pine Truss SP Fasteners Load Fasteners Load Fasteners Load Fasteners Load F1 META 12- 10dx11 1985 14 -16d 1900 10- 10dx11/2 1985 14 - 16d 1900 1040 HETA 12 10dx11 2035 14 -16d 2500 10- 10dx11/2 2035 12 -16d 2500 1055 • 4 156 Masonry Connectors META/HE TA/HHETA/HETAL/TS S Embedded Truss Anchors and Truss Seat Snap -tn 1. For concrete tie beam applications for 2 0 3 ply trusses, increase the META load 35% and the HETA load 8 %. 2. Divide total number of fasteners equally between both straps. 3. Minimum f'c is 2,500 psi. 4. See instruction to the Designer page 14 for loads in multiple directions. 5. Lateral loads are based on a minimum installation of 12 nails and the strap wrapped over the heel. 6. Loads include a 33% or 60% load duration increase on the fasteners for seismic or wind loading. but do not include a 33% stress increase on the steel capacity. Refer to page 15 for further explanation. 7. NAILS: 16d = 0.162' dia. x 3W long, 10dx1 Y2 = 0.148" dia. x 1W long. See page 16 -17 for other nail sizes and information. MSTAM and MSTCM models are designed for wood to masonry applications. The MSTC series has countersunk nail slots for a lower nailing profile. Coined edges ensure safer handling. FINISH: Galvanized. Some products are available in stainless steel or ZMAV; see Corrosion Information, page 10 -11. INSTALLATION: • Use all specified fasteners. See General Notes. • Attach to grouted concrete block. CODES: See page 12 for Code Listing Key Chart. These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. Masonry Application Floor -to -Floor Clear Span Table 1. NAILS: 16d Sinker = 0.148' dia. x 3W long, l0d = 0.1 dia. x 3' long. See page 16 -17 for other nail sizes and information. Moisture barrier not shown (Typ.) MSTAM /MSTCM Straps Ties 1. Loads include a 33% or 60% load duration increase on the fasteners for earthquake or wind loading, but DO NOT include a 33% stress increase on the steel capacity. Refer to page 13 for further explanation. 2. Minimum edge distance 1W using Titens screws. 3. NAILS: 16d Sinker = 0.148' dia. x 3W long, l0d = 0.148' dia. x 3' long. See page 16 - 17 for other nail sizes and information. Typical Installation with two METAs Typical MSTAM36 Installation 9/ 6 " 0 O 0 0 2" Typ. Io L MSTAM36 4( ACTIVITY NUMBER: D07 -406 DATE: 10 -31 -07 PROJECT NAME: BRUNDAGE RESIDENCE SITE ADDRESS: 13039 40 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ui in ivisio Public Works N1'Iit k. i i- vi Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ry„, 01 Fire Prevention . Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions Li 6M 14' jet 1 � Planning Division Permit Coordinator n DUE DATE: 11-01-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 11 -29-07 Not Approved (attach comments) n DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date MCBRIDE, KENNETH W 01/01/1980 EDWARDS, DENNIS J 01/01/1980 MCBRIDE, PATRICIA 01/01/1980 GIBBONS, FRANCESS J 01/01/1980 WITTE, RICHARD A 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License MCBRICR099JZ MCBRIDE CONST RESOURCES INC CONSTRUCTION CONTRACTOR 600524476 CORPORATION 224 NICKERSON ST SEATTLE KING WA 98109 2062837121 ACTIVE GENERAL UNUSED 4/9/1991 3/25/2009 MCBRICI164D8 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MCBRICR099JZ 11/16/2007 ROOF PLAN SCALE: 1/S" = I' -O" bt. 53 FIRE DAMAGE GENERAL NOTES CONT 11. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER 18. THE CONTRACTOR SHALL FILE FOR AND OBTAIN THE PERMITS FOR ALL WORK IF REQUIRED BY LOCAL GOVERNMENTAL AGENCIES. 19. MECHANICAL AND ELECTRICAL WORK SHALL BE PERFORMED UNDER A SEPARATE BUILDING PERMIT. ALL MECHANICAL AND ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF WASHINGTON. 20. MECHANICAL AND ELECTRICAL WORK TO BE BIDDER DESIGNED. COORDINATE WITH OWNER 21. ALL WORK SHALL COMPLY WITH THE STATE OF WASHINGTON ENERGY CODE (WAG 51 -11). FOR REPAIRED BUILDINGS. 22. ALL VENTILATION OPENINGS (EXCEPT DRYER VENTS) SHALL BE SCREENED. 23. CONTACT THIS OFFICE AT (200) 281 -1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK. 10/30/2007 P: \2007 \07327\ 07327 ,WD ,SI ,DWG ENTIRE ROOF AND ATTIC FLOOR FRAMING TO BE REMOVED 4 REPLACED, AREA SHOWN SHADED FIRE DAMAGE GENERAL NOTES: q�d1S1DNS scoff No �a �ha11 be a p9 rc a l of Tukwila Building of work w ° Sion. �1 NOTE: Revisions will require a �'� � and may include additional plan 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN MADE. PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, SHORING, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN CONNECTION WITH THE WORK 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC FROM INJURY DUE TO DEMOLITION WORK. BARRICADES TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED. 5. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND 15 NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF TI-4E CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE CONSTRUCTION SITE. S. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE. -I. PRIOR TO GENERAL /SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF TI-IE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS SE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OF OFF SITE IN AN APPROVED DUMP SITE AFTER OBTAINING OWNER'S PERMISSION TO DO SO. a PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DURING CONSTRUCTION ACTIVITIES. 9. PRIOR TO PROCEEDING WITH DEMOLITION, PROPERLY PROTECT OR CAP ALL UTILITIES THAT MIGHT BE DISTURBED DUE TO DEMOLITION ACTIVITY. 10. PROTECT FROM DAMAGE ALL INTERIOR FINISHES, FIXTURES AND EQUIPMENT THAT ARE TO REMAIN. 11. COORDINATE DEMOLITION AND CONSTRUCTION ACTIVITIES WITH OWNER OR OWNER'S REPRESENTATIVE. 12. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. REMOVE AND REPLACE ALL WATER DAMAGED FINISHES AND FIRE DAMAGED FRAMING. 13. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AT TI-IE SITE BEFORE PROCEEDING WITH THE WORK. 14. DO NOT SCALE DRAWINGS. 15. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 16. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION, AND RECOMMENDATIONS. ALL NEW AND /OR REPLACEMENT MATERIALS SHALL BE EQUAL OR SETTER IN KIND AS EXISTING MATERIALS. S ITE FLAN SCALE: 1" = 20' - 0" STUDS 4 COLUMNS WALL PLATES 4 SILLS JOISTS 4 RAFTERS HEADERS 4 FLUSH SEAMS BEAMS (4x 4 SMALLER) BEAMS (6x 4 LARGER) POSTS AND TIMBERS PROJECT NORTH FRAMING NOTES: SEPARATE PERMIT T REQUIRED Mechanical Electrical [ $j�►umbing [S Gas Piping City of Tukwila BUILDING DIVISION STRUCTURAL NOTES: (cont.) STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM GRADE: DF.-L *'2 Fb = 500 PSI DF. -L *2 Fc =625 PSI DF. -L I Fb =1,000 PSI OR 0 2 =900 PSI DF. -L #1 Fb =1,000 PSI OR #2 =900 PSI DF. -L *1 Fb =1,000 PSI OR *2 =900 PSI DF. -L 1 Fb =1,350 PSI OR 4 '2=815 PSI D.F. - L #1 Fc =1,000 PSI OR *2 Fc =100 PSI FILE COPY Permit No. Plan review appnaval ii maul to snow and =Won& Approval of consbuctIon dominate doss not authorize the violation of any adopted oadeora t of approved Reid Copv : cal acknowledged: BY Date: / / —// —07 City of Tukwila BUILDING DIVISION ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I FOR ROOFS AND EXTERIOR FOR WALLS, GRADE C -D WITH A MIN. SPAN RATING OF 40/20 FOR FLOORS, 32/15 FOR ROOF AND 24/0 FOR WALLS OR USE ORIENTED STRAND BOARD, GRADE 2 -M -W. ALL ABUTTING PANELS SHALL HAVE I /S" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C2 WITH ACZA TO 0.40 PCF RETENTION BY ASSAY. PAINT ALL SCARS, CUTS AND DRILL HOLES WITH TWO COATS OF COPPER NAPTHENATE OR CREOSOTE. FLOOR 4 ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT THE SUPPORTS. PROVIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST SPAN. FLUSH SEAMS (FS) NOT CALLED OUT ON THE PLANS SHALL SE DOUBLE JOISTS. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL SE SPIKED TOGETHER WITH 16d AT 12" D.G. UNLESS OTHERWISE NOTED. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. ROOF OVERFRAMING SHALL CONSIST OF 2x6'S SPACED AT 24" O.C. (MAX. SPAN 5 -0 ") AT VALLEYS, SUPPORTED BY (2) 2x8 RIDGE BEAM 4 ANGLED 2x8 PLATE ATTACHED AT VALLEYS OVER ROOF SHEATHING. PROVIDE 2x4 VERTICAL SUPPORT FOR RAFTERS DOWN TO RAFTERS BELOW AT LONGER SPANS. INSTALL FRAMING CLIPS /HANGERS AT 2x5 TO SUPPORTS AT SPANS OVER 6' -0 ". PROVIDE 2x4 VERTICAL SUPPORTS AT 4' -0" O.G. FOR RIDGE BOARD TO RAFTER BELOW. MINIMUM NAILING FOR ALL MEMBERS PER IBC 2006 TABLE 2304.91 BEARING WALL FRAMING: 2x4 STUDS AT 16" O.C. AT INTERIOR 4 EXISTING EXTERIOR WALLS UNLESS NOTED OTHERWISE ON THE DRAWINGS. ROOF DIAPHRAGM: APPLY 15/32" MINIMUM PLYWOOD TO MATCH EXISTING THICKNESS WHERE REQUIRED (15/32" MINIMUM) NAILED TO JOISTS WITH Sd NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" D.C. ALONG INTERMEDIATE SUPPORTS. ATTIC FLOOR DIAPHRAGM: APPLY I /16" O.S.B. NAILED TO JOISTS WITH Sd NAILS AT 6" O.G. AT ALL SUPPORTED PANEL EDGES AND AT 12" D.C. ALONG INTERMEDIATE SUPPORTS. Of Tukwila IN DIVISION DECOMP�►N O CE DE APPROVED NOV - 5 NO1 EXTERIOR WALL SHEATHING: APPLY PLYWOOD TO MATCH EXISTING THICKNESS (15/32" MIN.) WHERE REQ'D. ON ONE SIDE WITH I0d NAILS AT 6" CC. AT ALL WALL PANEL EDGES, AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. NAILS: ALL NAILS SHALL SE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED SY THE ENGINEER PRIOR TO CONSTRUCTION. NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 IN THE IBC 2005 EDITION. Sd COMMON 2 1 /2 "x .131 DIA. W/ 9/32 DIA. HEAD I0d COMMON 3 "x .148 DIA. W/ 5/16 DIA. HEAD I6d COMMON 3 1 /2 "x .162 DIA. W/ 11/32 DIA. HEAD SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE. PROJECT NARRATIVE THE PURPOSE OF THESE DOCUMENTS IS TO SHOW THE DETAILS NECESSARY TO PERFORM FIRE DAMAGE REPAIRS TO THE ROOF AND ATTIC OF THE BUILDING. FIRE DAMAGED AN EXISTING 2x4 WOOD -FRAME ROOF REQUIRING THAT THE ENTIRE ROOF OVER THE MAIN PORTION OF THE RESIDENCE SE REMOVED AND REPLACED. IN ORDER TO SUPPORT THE CODE- REQUIRED ROOF SNOW LOADS, PONY WALLS ARE TO SE INSTALLED TO SUPPORT THE ROOF RAFTERS. THE EXISTING UNINHABITASLE ATTIC FLOOR WAS FRAMED WITH 2x4 JOISTS SPACED AT 24" O.C. AND HAD ORIENTED STRAND BOARD FLOOR SHEATHING. THERE IS ALSO AN EXISTING FIXED NON- CONFORMING STAIR THAT ACCESSED THE ATTIC. THE ATTIC INSULATION HAD BEEN INSTALLED BETWEEN THE 2x4 JOISTS. IN ORDER TO UPGRADE THE ATTIC TO SUPPORT THE ROOF LOADS FROM THE PONY WALLS, TO SUPPORT THE ATTIC STORAGE LOADS FOR AN ATTIC WITH A FIXED ACCESS STAIR, AND TO MEET THE ENERGY REQUIREMENTS, THE JOISTS ARE BEING UPGRADED TO 2x12 MEMBERS. THE ATTIC 15 TO REMAIN AN UNINHABITABLE STORAGE AREA WITH A FIXED NON - CONFORMING STAIR NEW FOOTINGS IN THE BASEMENT ARE BEING INSTALLED AT POSTS TO SUPPORT THE LOADS THAT ARE TRANSFERRED THROUGH THE CENTER OF THE BUILDING. ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO ROOFING, WATERPROOFING, EXTERIOR SIDING, FLASHING, WINDOWS, DOORS, WALL INSULATION, INTERIOR FINISHES, MECHANICAL, ELECTRICAL, MASONRY, FIREPLACE AND CHIMNEY, ETC. IS NOT INCLUDED IN THESE DRAWINGS. NO REVIEW HAS BEEN MADE OF THE ADEQUACY OF UNDAMAGED FRAMING MEMBERS. VICINITY MAF f NO SCALE bo ASSESSOR'S No.: 13406 ,00000 LEGAL DESCRIPTION: RIVERSIDE INTERURBAN IRS E 155 FT OF S 100 FT LESS ST 15U LID ING DATA: BUILDING CONSTRUCTION TYPE: VS DRAWING INDEX: LIVE LOADS: ROOF SNOW LOAD UNINHABITABLE ATTIC STORAGE FLOOR SI SITE PLAN, VICINITY MAP, NOTES 52 ROOF FRAMING PLAN, SECOND FLOOR PLAN, AND SECTION 53 BASEMENT PLAN AND BUILDING CROSS SECTION 54 DETAILS STRUCTURAL NOTES: CODE: THE INTERNATIONAL BUILDING CODE IBC 2005 EDITION, WITH THE STATE OF WASHINGTON AMENDMENTS. 25 PSF 30 PSF 40 PSF FOUNDATION: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL OF 1,500 PSF BEARING CAPACITY MINIMUM. CONCRETE: CONCRETE f'c = 2,500 PSI AT 28 DAYS, WITH A MAXIMUM OF 5 1/2 SACKS OF CEMENT PER CU. YD. CONCRETE AND A MAXIMUM OF 6 3/4 GAL. OF WATER PER 94 LB. SACK OF CEMENT. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: BOTTOM OF FOOTINGS: 3" ALL CONCRETE IN FOOTINGS, WALLS, SLABS, 4 BEAMS SHALL SE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED SY THE ENGINEER PRIOR TO PLACING. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE. RECEIVED CITY OF TUK VIIA Oci 31 2007 phi-will GENII ER REINFORCING STEEL: DEFORMED BILLET STEEL CONFORMING TO ASTM A 615, GRADE t00. LAP ALL SPLICES 48d MINIMUM. EPDXY GROUT: EPDXY GROUT SHALL MEET ASTM CSSI. EPDXY G SHALL BE SIMPSON EPDXY TIE SET ADHESIVE, DRILLING AND INSTALLATION OF ANCHORS TO BE IN ACCORDANCE WITH SIMPSON STRONG TIE RECOMMENDATIONS. BOLTS SHALL SE ALL - THREAD ROD ANCHORS UNLESS NOTED OTHERWISE ON THE PLANS. STEEL BOLTS: ALL BOLTS SHALL SE ASTM A 301 UNLESS NOTED OTHERWISE. LIGHT GAUGE FRAMING CONNECTORS: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTIN DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX /HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX /HDG GALVANIZED CONNECTORS SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153 OR SDS SCREWS WITH DOUBLE BARRIER COATING. TOP PLATE SPLICES: PROVIDE MINIMUM 2' - 0" LAP AT TOP PLATE SPLICES AND NAIL WITH 16d NAILS AT 4' -0" O.C. OR PROVIDE MST21 AT SPLICE LOCATION. ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2001 0 z U N 4 T.,) C (J% 3 L� O -q 7 di E 0 0 C -- Q) 4 4—I CU • �� � w OE D 0 0 cc w a Ui tY mo o_ E ft to 0 Job No. 01321.00 X0/30/2007 P:\2007\07327\07327.WD.52.DWG r LOW FLAT ROOF 12' -0 "} 10 54 32' -1" t NEW 2x4 AT 16" O.C. PONY WALL W/ 1x4 DIAGONAL BRACING FLAT ROOF BELOW (NO STRUCTURAL REPAIR) (2) 2 10 (2) 2x10 ROOF RAFT AI 41Ma• (3) 2x10 2x10 ROOF RAFTERS AT 24" OC-, TYP- UN -0 (2) 2x4 IN PONY WALL, TYP. UNDER HIP S' -0 "* t 1 53 ,ATTIC PLAN ROOF FRAMING PLAN teN SCALE: 1/4" = 1' -0" b 1. NEW 2x6 AT 24" O.C. TYP. AT DORMERS NOTES: IY z (2) 2x10 't (2) 2x10 AT ROOF FRAMING J ALL UPPER ROOF FRAMING IS NEW CONSTRUCTION. ADD BLOCKING AS REQ'D FOR STRAIGHT STRAP INSTALLATION 1 NEW 2x6 AT 24" 0.C. TYP. AT DORMERS (4) 2x4 IN DORMER WALL, TYP. (2) 2x4 IN DORMER WALL, TYP. 2x4 AT le O.C. WALLS TYP. AT DORMERS 1 ALL ATTIC FRAMING IS NEW CONSTRUCTION. ATTIC IS UNHABITABLE STORAGE SPACE WITI -1 FIXED STAIR- 3. NEW HEADERS AND POSTS REQUIRED AT MAIN FLOOR IN EXTERIOR WALLS AS NOTED ON PLANS. 4. SHADED AREAS INDICATE ROOF OVER FRAMING. REF. STRUCT. NOTES. 5. PROVIDE 2" MIN- CLEAR DISTANCE BETWEEN EXIST. CHIMNEY AND NEW WOOD FRAMING. FILL GAP WITI• -I RIGID NON - COMBUSTIBLE FIRE BLOCKING- BRACE CHIMNEY WITH SIMPSON MSTCM40 STRAPS (SHOWN DASHED BELOW) CONNECTED TO MASONRY AND FRAMING AT ROOF LEVEL AND AT CEILING LEVEL AS SHOWN IN CHIMNEY BRACING DIAGRAMS BELOW. INSTALL STRAPS IN ACCORDANCE WITH MFRS RECOMMENDATIONS. (3) 2x12 FS CHIMNEY E3 RAC INCA D I MS SCALE: 1/2" = I' -0" NO STRUCTURAL REPAIR AT FLAT ROOF r AT CEILING FRAMING co ,4 • IDA EEO I Am NNE I MI Ti ER 23' -4" NEW (2) 2x& LOW ROOF w I� NEW (3) 2x12 F -B- NEW (2) 2x1 NEW (3) 2x12 F 6. C � 0 {s ue EXIST. CHIMNEY NEW (2) 2x8 1 53 4 54 1 54 x • B lu Z C,O 54 0 0 A� U- - 7z N B W Z O cv I- 4 w 1a /NEW (2) 2,c10 NEW (6) 2x12 FLUSH BEAM (F.B.) o SIM. 1 54 ge %tat tti4vAo be d poi aha 14;414h IMM1PM vi ci KAI o 1tt4 btdivom. &nnot 40 1?4Id4I p 51 , wv „, 4 , 4 d WIN conner,�k�l. 9.4a, iae, w, m m (6) 2x12 FB I1' - 3" t INSULATED DOOR REQ'D REFRAME U PORTION O STAIR AS REQ'D NEW 2xI2 FLOOR JOISTS AT 24" O.G. INSULATE WALLS TO CLOSE BLDG. ENVELOPE EXIST. STAIR TO REMAIN NEW (2) 2x12 BM NEW (3) 2x12 (F.B.) NEW 2xI2 FLOOR JOISTS AT 24" O.C- DOOR ED DOOR REQ'D I SCALE: 1/4" = I' -0" 32' -I" t 1st FLOOR PLAN eEfLING FRAMfNG PLAN O 4b) LOCATE BUILT -UP BEAMS TO ALIGN WITH BUILT -UP RAFTERS AT DORMERS ABOVE 20' -0" NEW (2) 2x8 B DO7Ho - FA JED FO CODE COMpa,; ,ICE APPROV Nov a 5 2001 CitY of Ili". oN ILDING pw.� a RECEIVED CITY OF TUKVALA OCT 312007 PEHMI T CENTER ALL INFORMATION ON T1-115 DOCUMENT 15 THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIE5, INC. COPYRIGHT 200`1 0 N N O z U O " In In 8 3 ! - ad Y U (4 d L U r 0 N U 0 N O 0. Q Q dO r X03 N CD C0 00 o• hi hi hi - = a- w LLI V z in 0 _ Q - 45 ut ui E as iti o m LL a l>t�( s2 OF a) 4 Job No- 01321.00 10/30/2007 P:\2007\07327\07327.WD.S3.DWG BEYOND 11 Aim S4 1 ..di 4 S4 S4 5' -0 ;e: -1 I I�I I I�I I I-- -III —III —I I :I I I II e4 OPP. HAND - fTT rn --rri ;� sr-c _ x + I I � I —III _ _ _ I I EI I I III --- II I —III —I 11 —III —I 11— III —I I I.�I I III 11 111111,,,111„ EXIST. 6x6 COLUMN NEW SIMPSON AB66 POST BASE AT NEW FOOTINGS NEW CONC. FOOTING, REF. PLAN. REINF. W/ (4) I5 BARS EA WAY IN G GR�S�_SEC SCALE: 1/4" = I' -0" I/ I SECTION 2 SCALE: 3/4" = 1' -0 1 CUT EXIST. CONC. FOR INSTALLATION OF NEW FOOTING SLIGHTLY UNDERMINE 4 CLEAN EDGE OF EXIST. SLAB AT FOOTING AND PLACE CONCRETE BELOW OPP. HAND � III —III- "1 I I I I I I I I — III - 1 I I III — I I I - 1 1,,,11 111 - DOWEL REINF. 4" MIN. INTO PREDRILLED HOLE FILLED WITH EPDXY IN EXIST. CHIMNEY FOUNDATION EXIST. CHIMNEY ABOVE EXIST. BASEMENT SLAB TO REMAIN (SHOWN SHADED) EXIST. rox- COL. ABOVE PROVIDE TEMP. SUPPORT OF EXIST. BEAM. REMOVE EXIST. 4x4 COLUMN AND REPLACE WITH NEW 6x6 COL. SECTION 3 SCALE: 3/411 11 -0u UI1„_ J E IST. 6x6 BE NEW REINFORCED 3'- 0 "x3'- 0 "xl' -0" DEEP CONC. FOOTING_ 2 NOTE: NOTIFY ENGINEER IF CHIMNEY FOUNDATION IS DIFFERENT THAN ASSUMED FULL LENGTH REINF. NEW COL. AND POST BASE ABOVE_ REF_ SECT. 2 r1 TYP. (U.O.) \ I CUT EXIST. CONC. FOR INSTALLATION OF NEW FOOTING. INSTALL SIM. TO SECT_ SCALE: 1/4" = I' -0" 1 NEW 6x6 COL, IN LINE WITH COL. ABOVE ROOF FRAMING NOT SHOWN BASEMENT FLOOR PLAN / orNAk El S'&11 �L0O INCa PLAN © EXIST. S FLAT DO7 NEW REINFORCED 3'- 6 "x3'- 6 "x1' -0" DEEP CONC. FOOTING BELOW NEW COLUMN. DOWEL BARS INTO EXIST. CHIMNEY FTC. NOTIFY ENGINEER IF FOOTING IS NOT PRESENT. RECEIVED CITY OF TUKviii.A OCT 3 1 2007 REHMI T CENTER ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2001 0 C 0 N 0 z 0 U F U .ad C - CO 0d Z r 0 , � 0 -= -0 4 co Q N 6) O ▪ 0 X u) o Ezo r O •' . - ^`i � W • P CVS , tC W 0 a a � Z � 0_ _u E 1-11z Q 0 (-N i iLocci zO E y.J afI c/I � � nn c� 53 OF 4 Job No. 0I32L.00 PANEL EDGE NAILING NEW 2x BLKGG. W/ (2) 2 HOLES IN EACH PIECE 2x10 FASCIA BOARD NEW SIMPSON H1 CLIP 2x4 SOFFIT FRAMING AT 24" 0_C_ WITH 1/2" SOFFIT BOARD AND 2" CONT. SCREENED VENT STRIP SIMPSON LTP4 AT 16" D.G. NEW 2x TOP PLATE I EXIST. 2x TOP PLATE TO REMAIN EXIST. WOOD FRAMED WALL NEW 2x- BLOCKING BETWEEN RAFTERS NEW SIMPSON HI CLIP NEW PLYWOOD WALL SHEATHING NEW PLYWOOD ROOF SHEATHING NEW ROOF RAFTERS h-- NEW (2)16c1 NAILS INTO EACH STUD NEW 2x ATTIC FL OOR JOISTS AND FLOOR SH EATHING. (JOISTS 90° AT 2x- BLOCKING. (BUILT -UP BEAM AT SIM. SECT.) 10/30/2007 P: \2007 \07327\ 07327 . WD ,S4 .DWG ir 111 NEW PLYWOOD ROOF SHEATHING NEW 2x ROOF RAFTERS SIM. SECT.) itti SECTION SCALE: 1" = 1' -0" 5 NEW 2x ATTIC FLOOR JOISTS. (JOISTS 90° AT SIM. SECT.) DRILL (2) 2 "0 VENT I -TOLES THROUGH 2x12 BLOCKING AND 2x4 SOFFIT LEDGER IN EACH JOIST SPACE I NEW 2x RIM JOIST SECTION SCALE: 1" W 1' -0" 1 NEW PLYWOOD ROOF 5HEATHING NEW 2x- ROOF RAFTERS NEW 2x4 DORMER STUD WALL NEW 2x4 BLOCKING ADJACENT TO SLOPED ROOF FRAMING 2 NOTE: REF. SECT. FOR INFORMATION NOT SHOWN THIS DETAIL (2) 2x NIP NEW PLYWOOD ROOF SI- {EATI -11NC NEW 2x ROOF RAFTERS NEW 2x- BLOCKING BETWEEN RAFTERS AT SUPPORT SIMPSON I -125 R -35 BATT INSUATION WITH VAPOR BARRIER, TYP_ (2) 2x POST SIMPSON A34 CLIP ON TWO SIDES PLYWOOD ROOF 5HEATHING (2) 2x- BEAM BELOW NEW 2x- BLOCKING BETWEEN JOISTS W/ (2) 2 "4 HOLES IN EACH PIECE NEW ATTIC FLOOR SHEATHING SECTION SCALE: NONE SECTION SCALE: 1" = 1' -0" SECTION SCALE: 1" = 1' -0" 6 2 SIMPSON LTP4 EACH SIDE NEW (3) 2x- ROOF RAFTER NEW SIMPSON U210 -3 SLOPED AND SKEWED HANGERS NEW (2) 2x- HIP NEW (3) 2x- ROOF RAFTER NEW 2x- ROOF RAFTERS NEW (2) 10d NAILS EACH RAFTER NEW 1x4 DIAGONAL BRACE EACH SIDE. NAIL TO STUDS W/ (2) Sd NAILS. NAIL TO TOP d SOT. iE W/ (2) 8d NAILS NEW 2x- PONY WALL 16d NAILS AT6 " O.C. NEW 2x- ATTIC JOISTS NEW INSULATION BAFFLE (2) 2x- BEAM BELOW SIMPSON CLIP TWO SIDES SECTION A —A SIMPSON 1-12.5 CLIPS, EA. SIDE OF NEW HIP NOTCH HIP AT PONY WALL AS REQ'D NEW ATTIC FLOOR 5HEATHING NEW SIMPSON 1-1TS16 TWIST STRAP NEW PLYWOOD ROOF 51-4EATHING NEW 2x ROOF RAFTERS NEW (2) 2x- JOISTS NEW 2x- ATTIC FLOOR JOISTS SECTION SCALE: N.T.S. NEW (3) 2x- ROOF RAFTER PANEL EDGE NAILING ?It t SECTION SCALE: 1" = 1' -0" 10 SECTION SCALE: 1" = 1' -0" 3 NEW PONY WALL NEW BUILT - COLUMN BELOW. REF. FLAN NEW 2x ATTIC FLOOR JOISTS. (JOISTS 90° AT SIM. SECT.) NEW 2x RIM JOIST NOTE: REF. SECT_ FOR INFORMATION NOT SHOWN THIS DETAIL NOTE: REF. SECT_ FOR INFORMATION NOT SHOWN TI-115 DETAIL 2 NEW PANEL EDGE NAILING NEW (2) 2x RIDGE NEW SIMPSON LS FRAMING CLIPS (ONE AT EACH JOIST) NEW BUILT -UP FLOOR SEAM. REF. PLAN NEW ATTIC FLOOR SHEATHING SIMPSON LTP4 FRAMING CLIP AT 2' -0" O.C. (ALT. A35 CLIP AT 2' -0" Q.C.) EXISTING WOOD FRAME WALL NEW PANEL EDGE NAILING NEW (2) 2x HIP NEW SIMPSON L510 FRAMING CLIPS (ONE AT EACH JOIST) NEW 2x- RAFTERS NEW SIMPSON L510 FRAMING CLIPS (ONE AT EACH JOIST) NEW WOOD FRAMED DORMER WALL TYF'. I--1 P SECTION SCALE: 1" = 1' -0" SECTION SCALE: 1" = 1' -0" SECTION SCALE: I" = 1' -0" 11 S 4 NEW (4) 2x- BEAM NOTE: OVERFRAMING NOT SHOWN FOR CLARITY NEW PLYWOOD ROOF SHEATHINGS NEW 2x- ROOF RAFTERS NEW 2x- ROOF RAFTERS AT DORMER SIMPSON L5212 TOP FLANGE JOIST HANGER. USE SIMPSON HU212 -XTF AS REQ'D AT BUILT -UP BEAMS NEW 2x- ATTIC JOISTS I NEW 2x- TOP PLATE NEW PLYWOOD ROOF SHEATHING NEW SINGLE OR DOUBLE 2x- ROOF RAFTERS (REF. PLAN). X07- 4 D(0 RECEIVED CITY OF TUKvvit.p, OCT 3 1 2007 PEHIVII T CENTER ALL INFORMATION ON THIS DOCUMENT Is THE EXCLUSIVE PROPERTY QF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2001 0 0 a o a N -6 IL U 41 L U ES' r N U 0 a. 0 4 — 0 n d- n I I I OD N N N CO CO CO OO N CO 45 (I;v -- �_ O C y U .2 O ttO 0 ci O r - Q r Al W c:, CO . : '' 0 W Ui U !-L1 o Z LU 4 n n _UI d) i / � ' in '<( as 11 S4 OF 4 Job No. 013211.00