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Permit D10-004 - SAN SUNG CHURCH - RESIDENCE
SAN SUNG CHURCH 15436 42 AV S EXPIRED 07 -20 -10 D10 -004 Cityltf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2223049013 Address: 15436 42 AV S TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10-004 Issue Date: 01/14/2010 Permit Expires On: 07/13/2010 Tenant: Name: SAN SUNG CHURCH (RESIDENCE) Address: 15436 42 AV S , TUKWILA WA Owner: Name: SAN SUNG PRESBYTERIAN CHURC Address: 2130 S 248TH ST , DES MOINES WA 98198 Phone: Contact Person: Name: JOHN SONG Address: 31006 44 AV S , ttWA 98001 Phone: 206 941 -8646 Contractor: Name: MASE CONSTRUCTION Address: 12015 192 PL SE #B , ENUMCLAW WA 98022 Phone: 206 228 -8954 Contractor License No: MASECC *919D3 Expiration Date: 03/23/2011 DESCRIPTION OF WORK: REPLACE DRYROTTED DRYWALL, SISTER UP FRAMING WHERE NECESSARY AND REPLACE DOORS Value of Construction: $18,000.00 Fees Collected: $1,148.24 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0022 * *continued on next page ** doc: IBC -10/06 D10-004 Printed: 01 -14 -2010 City PTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-004 Issue Date: 01/14/2010 Permit Expires On: 07/13/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N Date: 0 11440 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this •ermit do -s not p ' e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t u - p =, o�+ - , e of work. I am authorized to sign and obtain this development permit. Signature: � Date: i/4C720% Print Name: 1It#1 This permit shall become null and id 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 D10 -004 Printed: 01 -14 -2010 • 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 PERMIT CONDITIONS Parcel No.: 2223049013 Address: Suite No: Tenant: 15436 42 AV S TUKW SAN SUNG CHURCH (RESIDENCE) Permit Number: Status: Applied Date: Issue Date: D10-004 ISSUED 01/06/2010 01/14/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: All wood to remain in placed concrete shall be treated wood. * *continued on next page ** doc: Cond -10/06 D10 -004 Printed: 01 -14 -2010 • City of Tukwila M 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 pe • ance of work. Signature: - Date: 04,/,2O/0 Print Name: doc: Cond -10/06 D10 -004 Printed: 01 -14 -2010 CITY OF TUKWILL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.ci tukwila.wa.us 51k Plws14t1 5 1w .. Ciircs 714/`' Ap" - p'fications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. . SITE-LbCATION * *Please Print ** Site Address: /5436 KL.( Ave- S. Tenant Name: iaJ � King Co Assessor's Tax No.: 1-1---12-A)11 ^ +513 Suite Number: Floor: New Tenant: ❑ Yes ❑ .. No Property Owners Name: ,S .4 Sc i CLurak.. Mailing Address: 24 30 S iceiril s (Jvtte5 City ?kONTACT PERSON:,, who = do. we'contac't:when;your per'mit is ready; to be issued Name: Mailing Address: `c� (00 ' te4-0- Ca- - E -Mail Address: -.1 Lt So v5 0 3Z-G9 ® 0-61,..4447 , Ce - State Day Telephone: 6206) qa-41c6 ,QA. 14.64 43300 ► City State Zip Fax Number: fG 1 RAL, CONTRACTOR INFORNIATIONA .(Contractor Information for Mechanical(pg 4) for Pldimbing and Gas Ptping (Pt "5j) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State Zip ARCHITECT OF:RECORD dill,plans,:must °be:wet stamped by. ArchiieZt of Record ,. Company Name: - - Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax.Number: State Zip ENGINEER OF RECORD - All pla>s>ta must be wet;stamped by EngitieerofxRecor Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications\Porms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 1 of 6 BUILDING PERMIT INEORMI Valuation of Project (contractor's bid price): $ /O; 00) Existing Building Valuation: $ Scope of Work (please provide detailed information): (e.'PILt. bWeti A, 5 e ', Wag cloOr re. -FA.�v k J •414-ceth- Gti]rx et 4 I5K,Koovt■ Cat ®f-_ I .101141- d1'17 rtsi �d t4bv� t. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas.in Square Footage Below Addition.to Existiri g- Existing Interior Remodel `, Stricture Construction per;, IBC.: • ,`Type -of', .Occupancy per IBC 1' 'Floor ' 2 "d Floor 3rd Floor a f q U ft it/c '..e A/o Floors thru. .Acce'ssory Structure *' ttached Garage. "; 'Detached. Garage .: AttaChed Carport Detached Carport Covered Deck Uncovered Deck 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: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ 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 t No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf< .`ata 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. H.\Appl ications\Forms- Applications On Line12009 Applications\t -2009 - Permit Appl ication, doe Revised: 1 -2009 bh Page 2 of 6 1 PERMIT APPLICATION NOTES = °Applicable to.,dll*mit ►n thlis apphcatlion 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 OWN R HORED AGENT: Signature: Print Name: Mailing Address: .2137 .S zc e 9- Date: 17 *• Day Telephone: !'206) q CF - W6c T De/ it l-OOLICs City State Date Application Accepted: ntt Ode I I t2 Date Application Expires: 01 1/124 [ / Staff Initials: AjG- H:\Applications\Forms- Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND, GAS PIPIN. PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code). Occupancy (per Int'I Building Code): Utility Purveyor: Water: Expiration Date: Sewer: Indicate type of plumbing fixtures and /or gas pipin utlets being ' f: tailed and the quantity below: Fixture Type: Qty Fixture Type: Qty ,7 Fixture Type: ' Qty Fixture Type: Qty : Bathtub or combination bath/shower Bidet \ / ' Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) ,i i'' .z Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals ‘43; Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater • .:'or vent i Indu t'al waste treatment interce:t,. r, including trap and vent %; cept for kitchen type greas;.terceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair .. %'• Iteration of water ,i.ing and /or water trea'v. -nt equipment Repair or alt-;_tion of drainage or ve'l';.iping : { Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 :' kflow protective „a' -vice other than ,`atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective vice other than atmospheric' .e vacuum breakers over 2 \ inch (51 mm) diameter ` Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) ` Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:V pplications\Fonns- Applications On-Line \2009 Applications\l -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 Parcel No.: Address: Suite No: Applicant: • 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 2223049013 15436 42 AV S TUKW SAN SUNG CHURCH (RESIDENCE) RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-004 ISSUED 01/06/2010 01/14/2010 Receipt No.: R10 -00627 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 04/13/2010 03:05 PM Balance: $0.00 ALEJANDRO SANDOVAL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 028435 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 Total: $63.00 63.00 E T V E doc: Receiot -06 Printed: 04 -13 -2010 • 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 RECEIPT Parcel No.: 2223049013 Permit Number: D10-004 Address: 15436 42 AV S TUKW Status: APPROVED Suite No: Applied Date: 01/06/2010 Applicant: SAN SUNG CHURCH (RESIDENCE) Issue Date: Receipt No.: R10 -00049 Initials: User ID: Payee: JEM 1165 Payment Amount: $7.43 Payment Date: 01/14/2010 08:50 AM Balance: $0.00 ABC NURSERY & LANDSCAPE CONTRACTORS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7480 7.43 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES STATE BUILDING SURCHARGE 000.322.100 2.93 640.237.114 4.50 Total: $7.43 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -14 -2010 • • 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 RECEIPT Parcel No.: 2223049013 Permit Number: D10-004 Address: 15436 42 AV S TUKW Status: APPROVED Suite No: Applied Date: 01/06/2010 Applicant: SAN SUNG CHURCH (RESIDENCE) Issue Date: Receipt No.: R10 -00048 Payment Amount: $860.27 Initials: JEM Payment Date: 01/14/2010 08:49 AM User ID: 1165 Balance: $7.43 Payee: SANSUNG PRESBYTERIAN CHURCH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6667 860.27 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000.322.100 860.27 Total: $860.27 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -14 -2010 dik 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 SET RECEIPT RECEIPT NO: R10 -00014 Initials: JEM Payment Date: 01/06/2010 User ID: 1165 Total Payment: 280.54 Payee: SEASONS SET ID: S000001331 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D10 -004 280.54 TOTAL: 280.54 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA - - - 280.54 TOTAL: 280.54 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 TOTAL: 280.54 280.54 PAYMENT RECEIVED INSPECTION RECORD Retain a copy with permit 0(0 -01 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project' A^ c) /t TYpe Insp s --.....t n ' Address : Date Called: a Special Instructions: p-‘ P ''�� ai. . iv t Date Wanted: 1 . a��r , 1- Z l� p.m. Requester: l,J ,t )L. A iv ,411-7- Phone No: r j) B Li L9-: /-1 Le) Ai ,j.r.rAle-A 1-1) e 4 ['Approved per applicable codes. Corrections required prior to approval. COMMENTS: rd" &A f k_ LA 1 S e..A l =nA- c —;I)f 0E r4) of sLe,J ,rAs -3—,..)A 0n 1`2A) 1) x ON' y 5,o,./ : A, A-0 s L4 !j b .e.piNt t e /1-1-OsiLL4. 64 fl. LC/. f ,o F 0J rp' 4 irp "pre ' . a l,J ,t )L. A iv ,411-7- ID 4 (,) ,4- f e c .( t -` /' r,)) L th r r j) B Li L9-: /-1 Le) Ai ,j.r.rAle-A 1-1) e 4 6 ( ° '1 / e Sley iv .v 1 Ar4.6 A c , , ptn,.. f r `r�.1 ! Inspe Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a r `q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BJvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit L.) —Q) PERMIT NO. Pro ect: S) n a. -rcA Type of Inspection: `• ►._,t•J-eSNrM i 3A Date Called: f :ro c Address: I c4 3 4)?A-di c Special Instructions: ` Date Wanted: j- Z a. a.m.. k V Requester: ji Phone No: ..q2.S -7 ( -95- 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1; kA,tig, ��.Su1 Coe1 %_ e '-J Al A.1 S e9-. I n. r S4 ..Li .Sot., f4P he t/ pt O &e L L,J ; 14 ..I , i ✓J , At) i„..) ) )'J ()7-- .a., p(.__1 ',ill. es re 6 (. el., �. )(! `c- Sri 4" > - c�6I Fe- f A- p,.fr h-40 r yL,opj 5" D ..› dr J.4 (..if:, 4 (J �_re. /0 re f 0 ti.n S A P e -1-,, i c-LkS .k P ji 5-rok. al.t 1.0 f, i A li A • .51.A Ar, -.Q-, o r ; A C`C " C ...A 04.1. i � r f e p I i e I AI va r d i. A ttl a,f �t v i?eA�Jr Ai AeeefJ -, v/ /e u e •f M'A'0 4 0 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins • ector: 'Date: / 2 f , J Receipt No.: 'Date: • -31 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter BJ.vd., #100, Tukwila, WA 98188 (206)431 -3670 Project: cS ,qAt/ S'/A/G c7/h /rte h Type of Inspectiopt: /E a a F c it as r Address: / S. 43 & 142- 411 'S Date Called: Special Instructions: �° rO __ 1 / f f j p� ^'t �'€ Date Wanted: /!.2Q- /0 rr . p.m. Requester: Phone No: 4.2,5 -y.2 6 9- 95-1 S Approved per applicable codes. ® Corrections required prior to approval. COMMENTS:- 0 Ire-- t-o L) F T 6-AN/ A.411"-- U t �� s� 1 vi d p Insd%ctor: 12L4 )1\JU Date: 1- 2.0 -iJ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit l INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (Z 6300 Southcenter Bpd., #100, Tukwila, WA 98188 (206)431 -3670 D10.- 004 Projec ( '_" \ Svnt� 4� TypeltQsp V� Y t P t�u1' Address: , 3 j 4 l /J A S Instructions: Date Called: Special Itaui14,µP` .ervjf tS Ncr •nW rPor 2L c/ A„„r - 51 Date Wanted: �-IS "-I� '� `p Requester: utcrt L 6 u , UN= - S A Phone No: kA-S %fitCe.S1 u ro �"` Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 ;,- e !(S, L A' - J,4e (r ilk•n J f M WI" 661d.--r I Jf utcrt L 6 u , UN= - S A 1 r- kA-S %fitCe.S1 u ro �"` -T (S pPA it. ,' Al s� c vfe t .„ up <7-1 t,Joitc-- reilO ip Inspector Date: 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: smneal. WWI COMER - SUMS ST in0:12 To =VIM OARS= 70111111111) POM: O NM C GS? N. IM SIC II laIIlm•.I.•: rYAWUIIAm MDR TtRA@ AMMO m4 V sr tote la weas..eOn ArMIPM. dYrY7aY e 8 3 2 1 nine von. • onAstIMI1 dor cm, s.mm0.1» emir cowl,. Dimmer) Pgr avow .awn earn OAlrives.•n,ernum Veermes.sen:.t» me •emw OOWIOe'AW amm eRaIIIOYAmAVwlrf SUB3ECT VD TOPOGRAp4ll. SURVE ,� A PORTION OF THE SE.:1 /4.OF SE 22, T22N, R4E, W.M CITY OF TUKWI,A, KING COMFY, WASHINGTON CO•CNte &II.aas sas.Oln REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 7 2010 City o . kwlla ILDIN I'II I M ' saWlOLd ss>butaai: OsDRt IOU CtNAR Sf•I. .vrlrarE OLD OUNLUI. 1711117T MLA ass cotr =me s•sOa OVRrmes.IICs FILE COPY P rmit No. 1710 -1704{ Plan r ew approval is subject to errors Approva of construction documents does a" n of any adoptai code a. Q.ieR. ro NOTES IT OW !LW. NA.. eie®tmmeoe. PLOW 0ROWS axgrunuaeselarreco mown BE®ONWASwan TNDILLIMATWN Mt=OaoRANCE COMPANY II= O6ral raBBIDNO .70FiWaIf,BATIDL/ICIIVBMAT f, 79/2.11/5TlOAL ISOUP ION DOES warm= acre ACCOM THISTATEIIIG WATOR'AMITIOOGL. RIGT.SRWAT NOW OwNID ETL W.COUNTYIOR,IIeD AvC TIIB IUNV[T. RMAC7! TIQ STATED LOLL WIIIIMIZIMONALPOIMOIMIZMOVID FRO MM O V ERALL PARCEL ACCDQDOeG TO TBE arms memo= RIGHTAIS WATDurumsaSIL.. ioirsBnciID A AraoB�IIT Ota BW�ErRHIE: LBS. anent Da®NOramWOmTD Q[Q1ifr�TEc!. ATWN.OR '® PAWL. ORLY THOU '�����• .UTBints�sANOSU ACTGACCOMBLE sa TST/La/ dIr RDORTWASRIIlED@Ur rrEF���,!!! �� roRSROSatO max NAT sun unarms 1 ield : T ► 1 Is a Ileis=1CLOSIL •rEAIDTRTi It wCORSEC.22 City Of llukwila BUILDING DIVISION LEGAL-DESCJ IPrION (MA4saNOTEN): • Tatman u rorrmnizsoosaEm cwarT sperm= w arms NoRrewarwarm 9aOtIDA11T1/4 =MON ATOMISE* 33 NOMI swim 4sASr.was.; � E¢ Darr�WT8r7Ora ?? 1RIDA MEW IIIOwn CRIGITIDTNACT RSmeN1RUi GROIMIIIVISION I.ACCOROO.. W IIATINTRIO, szcoRmsomvormat or:L.74.ms a. =cams or IONaCOUILTA C • eau=amucmyorTJRwtL caooror sz . STATE Olt WAS�t.TON:• ..sves�...i,•„o:r.v. SEPARATE -- PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Pipi City of Tukwila BUILDING DIVISION Noehartges shall be Made to the scope Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new Wen slum;.. -1 ' and may include addtional pia r -LEGEND •70.totriltiOrlimiasram0 ... ®: ,`,�OONIIIMpNGNm!TAEN •. .IOUNDRESARl CAriE OTID Uf7e a ;MABlOEi` Q toot osmium ®. �V�ATER eQTER: "- Q it.yerrARYSERTA MANBOL 4 ILICASNOTZIP raismaw =NICHOL ®. ErO! - RECEIVED CiTY OF TUKWLi JAN 0 6 2010 PERMIT CENTER I /0%s /0-E. (..miiwNTm 1101W1 DATTG 1W04/02 3/N/R04E DWQ 02.011. _:.. VIGIL -P. 30'-J. J sugar 1 OF • OB NO. 02-011 floor plan City of ° Tula Jim Haggerton, Mayor Department of Community Development JOHN SONG 3100644 AV S AUBURN WA 98001 RE: Permit No. D10 -004 15436 42 AV S TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/20/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 07/20/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D10 -004 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -004 DATE: 03 -05 -10 PROJECT NAME: SAN SUNG CHURCH SITE ADDRESS: 15436 42 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 After Permit Issued DEPARTMMENS: � 'l tdC 'Building �Divi Ion U blic Wo s -to Ari`Prevention 3-c-c D Structural ❑ avn ire giziW� Planning Division Permit Coordinator t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-09 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route X Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-06 -10 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 •PERMITC COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -004 DATE: 01 -06 -10 PROJECT NAME: SAN SUNG CHURCH (RESIDENTIAL) SITE ADDRESS: 15436 42 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: etrO 0 (4 41 Building Division c ■orks - t4 *Inv' Fire Prevention Structural edlro 01.0. Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Complete Comments: DUE DATE: 01-07-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route n Structural Review Required n No further Review Required IZ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-04-10 Approved C Approved with Conditions Not Approved (attach comments) Li Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: 01,V1 SITE ADDRESS: LA /C�I., .A L aszum, r PERMIT NO: p�v ORIGINAL ISSUE DATE: DI REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Vibe- H--l� (!� IMF, Summary �ir�l _ Summ of Revision: �P gt c, iv 06 4kv L "a a, \Aw Received by: Al ; ( ._., si r REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: lease. print) REVISION NO. DATE RECEIVED .STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: lease print) REVISION . NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease per) REVISION . NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received bv! • 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.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through A the mail, fax, etc. CO / Date• T1 g . )"O Plan Check/Permit Number: b GO `A ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # El Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S f M�� ( /� Project Address: I SLi 3 Co 47 Ali ES, i U V Jl_ L t l'!L Contact Person:AM (S, ZSC)-W�i Phone Number: 142-3--21S1 — °,S3 6 Summary of Revision: pD ern/ OF TUKWILA MAR .082010 PERMIT CENTER 676elikva. -psn, j Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 03 /041/6 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Untitled Page • M General /Specialty Contractor A business registered as a construction contractor with LEtI 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company MASE CONSTRUCTION 2062288954 12015 192ND PL SE #B ENUMCLAW WA 98022 KING Individual UBI No. 602677207 Status ACTIVE License No. MASECC *919D3 License Type CONSTRUCTION CONTRACTOR Effective Date 3/23/2009 Expiration Date 3/23/2011 Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED Other Associated Licenses Page 1 of 1 License Name T e YP S ecialt 1Specialty p y 2 Effective Date Expiration Date Status ANSBRB"`950C4A N S BROTHERS CONSTRUCTION CONTRACTOR FRAMING AND ROUGH CARPENTRY UNUSED 2/24/2005 2/24/2009 EXPIRED Business Owner Information Name Role Effective Date Expiration Date ESCOBAR, MARCELO A SANDOVAL OWNER 03/23/2009 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100063595 02/24/2009 Until Cancelled $12,000.00 03/23/2009 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date ATLANTIC 1 CAS INS L07100327602/26/200902/26/2010 $1,000,000.0003 /23/2009 CO https://fortress.wa.gov/lni/bbip/Detail.aspx 01/14/2010 GENERAL STRUCTURAL NOTES CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2006 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. RENOVATION 9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 20 PSF. 10. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. ANCHORAGE 11. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE STRONG -BOLT ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC -ES REPORT NUMBER ESR -1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. WOOD 12. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fb = 900 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fb = 875 PSI POSTS: (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 600 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 13. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" OR 7/16" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" OR 7/16" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 14. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 15. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, OR CA -B TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 16. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 17. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d gun LENGTH 2" 2-1/2" 3" 3-1/4" 3-1/4" DIAMETER 0.113" 0.131" 0.148" 0.148" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 18. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON- CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' -0" ON- CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1/4" TYPE S OR W SCREWS @ 8" ON- CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON- CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON- CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON- CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN. PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON- CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T &G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON- CENTER UNLESS OTHERWISE NOTED. REVIEWED FpR CODE COMPLIANCE APPROVED MAR 2 3 2010 City of Tukwila BUILDING DIVIRIM rol JUL a 0 2010 REVStONNOLL bO4b 0o14 RECEIVED MAR 08 2010 PERMIT CENTER Ma 1 s a m T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south jackson st suite 210 seattle, wa 98104 t 206.789.6038 f 206.789.6042 ISSUE PERMIT SUBMITTAL 3.01.10 1 EXPIRES 12/23/2011 PRINC /PAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 7 SHEET TITLE GENERAL STRUCTURAL NOTES SHEET NO. 1 14.11 a',IG r 4 COPYRIGHT © 2010 MALSAM TSANG ENGINEERING CORPORATION - ALL RIGHTS RESERVED Mon, 01 Mar 2010 - 3:20pm 3/S3.1 TYP. (E) 2X6 FLOOR JOISTS @ 24 "oc (TYP) PLAN NOTES r / 7' -6 "± / 7' -6 "± / 0-- m (2)2X4 J L (3)2X4 m A 4/S3.1 TYP. J f BW -H BW L (2)2X4 L (2)2X4 BW L E— --1 L_ T L 1, J r PROVIDE 5/8 "0 X 6" EXPANSION BOLTS @ 48 "oc BOTTOM PLATE OF WALL TO FOUNDATION (TYP) LEGEND J 1 J L DETACHED GARAGE L TYPICAL PONYWALL FRAMING 2X4 @ 16 "oc OR 2X4 @ 24 "oc W/ STUDS ALIGNING W/ FLOOR FRAMING (TYP) (E) 6" FOUNDATION WALL STRAP ALL TOP PLATE SPLICES W/ CS16 X 24" (TYP) PROVIDE A35 @ 32 "oc RIM TO TOP PLATE (TYP) MAIN FLOOR FRAMING AND FOUNDATION PLAN N 1. WHERE FLOOR SHEATHING IS REPLACED PROVIDE 3/4" T &G APA RATED SHEATHING (SPAN RATING 48/24) OVER EXISTING FRAMING. 2. NAIL NEW FLOOR SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND AT 12" OC IN FIELD, U.N.O. 3. NAIL EXISTING 1X6 FLOOR SHIPLAP WITH (2) 8D AT EACH JOIST. 4. "BW" INDICATES 2X4 AT 16" OC BEARING WALL. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL NEW BEARING WALLS. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. STRUCTURAL WALL BELOW (E) STRUCTURAL WALL BELOW (E) CONCRETE FOUNDATION WALL STRUCTURAL WALL ABOVE SPAN AND EXTENTS BW BEARING WALL - 2X4 @ 16 "oc PROVIDE BLOCKING AT MID - HEIGHT OF WALL MAIN FLOOR WALLS SHOWN DASHED SCALE: 1/4" =1' -0" — REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 3 2010 City of Tukwila TBUILDING DIVI,Slnni IN 414 JUL 2 Y010 REVISION N D10-D011 RECEIVED MAR 08 2010 PERMIT CENTER II M a l s a m T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south jackson st suite 210 seattle, wa 98104 t 206.789.6038 f 206.789.6042 ISSUE PERMIT SUBMITTAL 3.01.10 EXPIRES 12/23/2011 PR /NC /PAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 SHEET TITLE MAIN FLOOR FRAMING AND FOUNDATION PLAN SHEET NO. S2.1 COPYRIGHT © 2010 MALSAM TSANG ENGINEERING CORPORATION -ALL RIGHTS RESERVED Mon, 01 Mar 2010 - 3:20pm A 6/S3.1 TYP. PLAN NOTES 0 w (E) HDR. 2X4 @ 24 "oc ROOF OVERFRAMING E) 2X4 RAFTERS @ 24 "oc 0 N X PROVIDE 2X4 KICKERS @ 24 "oc FROM ROOF OVERFRAMING TO WALL BELOW (E) HDR. 1 (E) HDR. LUS26 (TYP) (BOTTOM FLUSH) (3)2X4 E):06 CEILING JOISTS @ 24 "oc 2X1.0. F #2 CEILING JOISTS @ 24 "oc 0 co x N N . ::::1 Q. (E) HDR. CRICKET FRAMING 3.5 :12 PITCH w CD 0 2X4 @ 24 "oc ROOF OVERFRAMING (E)e2X4 RAFTERS @ 24 "oc (E) 2X6 CEILING JOISTS @ 24 "oc 2X10 DF #2 CEILING JOISTS @ 24 "oc 0 X N N (E) HDR. 7:12 PITCH (E) 2X4 @ CEILING J 2X6 @ CEILING J 24 "oc� ISTS "OC ISTS +2' -0" CD Csl 127 J 2X4 @ 24 "oc ROOF OVERFRAMING (E) 2X6 @ 24 "oc CEILING JOISTS // ±2' -0" OM OS 7/S3.1 CD X mzr r s (E) HDR. (E) HDR. LEGEND O rz 0 ao X N N (BOTTOM FLUSH) E ROOF SLOPE DETACHED GARAGE __ �\ 2X4 KICKERS @ 24 "oc ROOF OVER FRAMING TO CEILING JOISTS 2X8 LEDGER W/ (3) #10 X 3 1/2" SCREWS @ 16 "oc PROVIDE H2.5 EACH CEILING JOIST (TYP) (E) WALL FRAMING TO BE 2X4 @ 16 "oc OR 2X4 @ 24 "oc W/ STUDS ALIGNING W/ ROOF FRAMING (TYP) x N N Cu' NAIL BOTTOM PLATE OF WALL TO RIM W/ 16d @ 6 "oc (TYP) STRAP ALL TOP PLATE SPLICES W/ CS16 X 24" (TYP) 1. TYPICAL ROOF OVER FRAMING CONSISTS OF 1/2" or 7/16" APA RATED SHEATHING (SPAN RATING 32/16) OVER 2X4 AT 24" OC, U.N.O. PROVIDE 2X4 KICKERS AT 4' -0" OC BELOW 2X4 OVER FRAMING TO BEAR DIRECTLY OVER EXISTING ROOF RAFTERS. 2. PROVIDE H.25 CLIPS EACH END OF ALL RAFTERS AT EXTERIOR WALL AND INTERIOR BEARING WALLS. 3. NAIL ROOF SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND AT 12" OC IN FIELD, U.N.O. 4. WHERE POSTS OCCURS PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. STRUCTURAL WALL BELOW NON- STRUCTURAL WALL BELOW SPAN AND EXTENTS CRICKET OVERFRAMING 2X4 @ 24 "oc ROOF FRAMING PLAN N MAIN FLOOR WALLS SHOWN SOLID SCALE: 1/4" =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 3 2010 City of Tukwila BUILDING nIVISI( M REVISION N0;1 bt000 y JUL 2.0 2010 ECEIVED MAR 08 2010 PERMIT CENTEk. Ma 1 s a m T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south Jackson st suite 210 seattie, wa 98104 t 206.789.6038 f 206.789.6042 V J CO W Q ice J Y N n vcr ISSUE PERMIT SUBMITTAL 3.01.10 PRINC /PAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 SHEET TITLE ROOF FRAMING PLAN SHEET NO. S2.2 COPYRIGHT © 2010 MALSAM TSANG ENGINEERING CORPORATION -ALL RIGHTS RESERVED Mon, 01 Mar 2010 - 3:20pm 1 2 (E) FLOOR FRAMING • BLOCKING Ma lsam T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south Jackson st suite 210 seattle, 98104 t 2089.6038 206.789.6038 f 206.789.6042 w > Q Q Q (E) WALL FRAMING 16d 6 "oc @ FLOOR FRAMING (E) \\ "oc L ' k ‘ \ / Z— 2X A35 @ 32 i���,w" `' g C ' o� pro'. 0 , n, f. i' Q k 40 r �V'e Y • ca' g o ` %� Y dt' bei"1" R0/0f' W/ (2)16d EACH END BEARING WALL STRAP TOP PLATE SPLICES W/ CS16 X 24" PER PLAN SOLID BLOCKING AT - 5 /8�`r�! : �oc , _. -•N `t 'fend 1 ° ,1I, ° a ° 6/4 le K e (I` 6 >�0 �y SQ ', v R4.1-1`•, et( ! g p«�' / At Sfa l/ H f MID - HEIGHT OF WALL L W/ (2)16d EACH END P.T. 2X4 —1 I I —I I -1 I -1 -1 —I I —I _III — III — III — III — III — III — III —I I I- -I 11 -1 11 —I 11 =1 11 =1 11 =1 11 =1 I I —I I .I 11 =1 I I —I 11 =1 11 =1 1 =1 11 =1 11 =1 I I— — III —I I 11=--111E I I I —I I 11- 1111111 11 =111= — III —II 1 -1 I I -I 11= PLATE W/ POWDER ACTUATED DRIVE PIN @ 32 "oc SLAB ON GRADE (E) CONC. FOUNDATION SLAB ON GRADE (E) . (E) / f - 111-111-11 I=II= -111 — 1 11=J` -ilia -1 1 -111= 1111 ' I I I- 111-111-111-111-111—III— 11-111-11$ 1- 1-11 I 11 -I 11- 11-1 -11 I - -I 1 - - 111- 111- 111- 111- 11-111- 111- 111- 111 -111 ` ° a a a1= . a Y N 1— 111 — III 111 — I I I— III — �I— III — I 11 1 I I —I n I-111-111-111-1$ 1 1 - 1 1 -1-1 1-1 -1 I -1 1 -I 1- 1-1=1 I -1 I I-11-11-1- -111 111- 111- 111- 111 -111 111- 111- 111 -111- 111- 111- 111- 111 -11 11 I- 111- 111 -11 I -I I I -I I I -I I I- 111 -11 I -I 1 I- III - III -III -I 11 -111E 4 co cc' I 1 I I n l Ill rl l 111 III III III III 1 1 1 III I I I I -111 — III — III —I i t —I 11 —I 11 —I � �- 111 - 111 - 111-111-111-111 - _ICI— ICI- 1�1= 1�1= 1�1= 1�1 =1� 3 5 6 2X4 KICKERS @ 24 "oc ENTIRE LENGTH ISSUE PERMIT SUBMITTAL 3.01.10 G . * d WAs <� a lT w 0 44541s240) ,t "'�'I®?tAL 0 ' ROOF OVERFRAMING PER PLAN OVERFRAMING OF ROOF OVERFRAMING PER PLAN (2)16d KICKER TO OVERFRAMING 2X4 KICKERS @ 24 "oc ENTIRE LENGTH OF OVERFRAMING (2)16d KICKER `� TO OVERFRAMING \ ° •' (2)16d TOENAILS EACH KICKER E 2X4 o (2)16d TOENAILS EACH KICKER (E) 2X4 W/ NEW 2 16d (E) PARAPET — 16d = �� ,•, — ' 2 16d (2) W/ NEW (2) (E)2X4 EACH END (E)2X4 O EACH END E 2X6 ■o 1E2X6 2X10 CEILING JOIST 24 "oc �� 12 "oc HEADER PER PLAN — A (2)16d @ 2X10 TO (E) 2X6 CEILING JOIST @ (E) WALL FRAMING' -��- "oc H2.5 EACH CEILING JOIST ALTERNATE SIDES 2X10 CEILING JOIST © 24 HEADER PER PLAN 8 H2.5 EACH CEILING JOIST (E) WALL FRAMING // STRAP TOP PLATE SPLICE W/ CS16 X 24 7 EXPIRES 1 I 12/23/2011 PRINC /PAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP • PROJECT N0. 5138.2010.01.00 SHEET TITLE DETAILS SHEET NO. S3 . 1 9 11 1 REVIEWED FOR... CODE COMPLIANCE APPROVED MAR n 3 2010 Cif Tukw��a BV «��N� ��VI "���� ePPR, "I' •X.re IA , ,4. , JUL 2.0 2010 t ECEIVED OAR n 8 MO I) to ..... 0 O 9 ?E>I�t:�IT CEN�'F,� 12 01 Mar 2010 - 3:20pm 3/S3.1 TYP. (E) 2X6 FLOOR JOISTS @ 24 "oc (TYP) PLAN NOTES (2)2X4 BW BW (2)2X4 (2)2X4 L PROVIDE 5/8"0 X 6" EXPANSION BOLTS @ 48 "oc BOTTOM PLATE OF WALL TO FOUNDATION (TYP) . WHERE FLOOR SHEATHING IS REPLACED PROVIDE 3/" T &G APA RATED SHEATHING (SPAN RATING 48/24) OVER EXISTING FRAMING. 2. NAIL NEW FLOOR SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND AT 12" OC IN FIELD, U.N.O. 3. NAIL EXISTING 1X6 FLOOR SHIPLAP WITH (2) 8D AT EACH JOIST. 4. "BW " INDICATES 2X4 AT 16" OC BEARING WALL. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL NEW BEARING WALLS. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. J LEGEND BW J • • • • • • • • • STRUCTURAL WALL BELOW I I (E) STRUCTURAL WALL BELOW ,LL1 (E) CONCRETE FOUNDATION WALL STRUCTURAL WALL ABOVE SPAN AND EXTENTS BW BEARING WALL - 2X4 @ 16 "oc PROVIDE BLOCKING AT MID - HEIGHT OF WALL J L DETACHED GARAGE TYPICAL PONYWALL FRAMING 2X4 @ 16 "oc OR 2X4 @ 24 "oc W/ STUDS ALIGNING W/ FLOOR FRAMING (TYP) (E) 6" FOUNDATION WALL STRAP ALL TOP PLATE SPLICES W/ CS16 X 24" (TYP) PROVIDE A35 @ 32 "oc RIM TO TOP PLATE (TYP) MAIN FLOOR FRAMING AND FOUNDATION PLAN MAIN FLOOR WALLS SHOWN DASHED SCALE: 1/4" =1' -0" CCODE FOR DECOMPLIANCE APPROVED MAR 2 3 2010 City of Tukwila BUILDING DIViRIfl JUL 2.,0 2010 REVSION NO,L btOoo9 ECEIVED MAR 08 2010 PERMIT CENTER M a l s a m T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south jackson st suite 210 seattle, wa 98104 t 206.789.6038 f 206.789.6042 CO 2 LLI csti) Q co 1-0 ISSUE PERMIT SUBMITTAL 3.0110 PR /NC /PAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 SHEET TITLE MAIN FLOOR FRAMING AND FOUNDATION PLAN SHEET NO. S2.1 6/S3.1 TYP. (E) HDR. PROVIDE 2X4 KICKERS @ 24 "oc FROM ROOF OVERFRAMING TO WALL BELOW (E) HDR. " (E) HDR. (E) HDR. PITCH PITCH 2X4 @ 24 "oc ROOF OVERFRAMING (E) 2X6 @ 24 "oc CEILING JOISTS (3)2X4 (2)2X4 w - 2X4 @ 24 "oc ROOF OVERFRAMING E) 2X4 RAFTERS @ 24 "oc ::X6 CEILING JOISTS @ 24 "oc 2X4 @ 24 "oc ROOF OVERFRAMING (E)e2X4 RAFTERS @ 24 "oc (E) 2X6 CEILING JOISTS @ 24 "oc F #2 CEILING JOISTS @ 24 "oc 2X10 DF #2 CEILING JOISTS @ 24 "oc 0 ao x N N 7/S3.1 ROOF SLOPE CRICKET FRAMING // DETACHED GARAGE 2X4 KICKERS @ 24"oc ROOF OVER FRAMING TO CEILING JOISTS 2X8 LEDGER W/ (3) #10 X 3 1/2" SCREWS @ 16 "oc PROVIDE H2.5 EACH CEILING JOIST (TYP) (E) WALL FRAMING TO BE 2X4 @ 16 "oc OR 2X4 @ 24 "oc W/ STUDS ALIGNING W/ ROOF FRAMING (TYP) co x N N W 0.. LUS26 (TYP) (E) HDR. TYPICAL ROOF OVER FRAMING CONSISTS OF 1/2" or 7/16" APA RATED SHEATHING (SPAN RATING 32/16) OVER 2X4 AT 24" OC, U.N.O. PROVIDE 2X4 KICKERS AT 4' -O" OC BELOW 2X4 OVER FRAMING TO BEAR DIRECTLY OVER EXISTING ROOF RAFTERS. 2. PROVIDE H.25 CLIPS EACH END OF ALL RAFTERS AT EXTERIOR WALL AND INTERIOR BEARING WALLS. 3. NAIL ROOF SHEATHING W/ 8D AT 6" OC AT FRAMED PANEL EDGES AND AT 12" OC IN FIELD, U.N.O. 4 WHERE POSTS OCCURS PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. r- (E) HDR. (E) HDR. LEGEND STRUCTURAL WALL BELOW NON- STRUCTURAL WALL BELOW 4-1 SPAN AND EXTENTS CRICKET OVERFRAMING 2X4 @ 24 "oc NAIL BOTTOM PLATE OF WALL TO RIM W/ 16d @ 6 "oc (TYP) STRAP ALL TOP PLATE SPLICES W/ CS16 X 24" (TYP) ROOF FRAMING PLAN MAIN FLOOR WALLS SHOWN SOLID SCALE: 1/4" =1' -0" RTVlSiON REVIEWED -FOR CODE COMPLIANCE APPROVED MAR 2 3 2010 City of Tukwila BUILDING niviciOM 0.1 bto,c)0,1 ECEIVED MAR 08 2010 PERMIT CENTE$. M a l s a m T s a n 9 e n g i n e e r i n g c o r p o r a t i o n 122 south Jackson st suite 210 seattle, wa 98104 t 206.789.6038 f 206.789.6042 CID CO LLI si;); Q 1— LC) ISSUE PERMIT SUBMITTAL 3.01.10 1 EXPIRES 12/23/2011 PRINCIPAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 SHEET TITLE ROOF FRAMING PLAN SHEET NO. S2.2 (E) WALL FRAMING 16d @ 6 "oc (E) FLOOR FRAMING STRAP TOP PLATE SPLICES (E) CONC. FOUNDATION (E) SLAB ON GRADE (E) FLOOR FRAMING 2X BLOCKING W/ (2)16d EACH END 2X4 BEARING WALL PER PLAN SOLID BLOCKING AT MID - HEIGHT OF WALL W/ (2)16d EACH END P.T. 2X4 PLATE W/ POWDER ACTUATED DRIVE PIN @ 32oc (E) SLAB ON GRADE (E) PARAPET (2) 16d HEADER PER PLAN (E) WALL FRAMING ROOF OVERFRAMING PER PLAN (2)16d KICKER TO OVERFRAMING 2X4 KICKERS @ 24 "oc ENTIRE LENGTH OF OVERFRAMING // (2)16d TOENAILS EACH KICKER (E) 2X4 (E)2X4 W/ NEW (2) 16d EACH END E 2X6 (2)16d @ 12 "oc 2X10 TO (E) 2X6 CEILING JOIST 2X10 CEILING JOIST @ 24 "oc H2.5 EACH CEILING JOIST STRAP TOP PLATE SPLICE W/ CS16 X 24" ROOF OVERFRAMING PER PLAN (2)16d KICKER TO OVERFRAMING 2X4 KICKERS @ 24 °oc ENTIRE LENGTH OF OVERFRAMI NG • (2)16d TOENAILS EACH KICKER E 2X4 (E)2X4 W/ NEW (2) 16d EACH END E 2X6 m • T 2X10 CEILING JOIST @ 24 "oc (E) WALL FRAMING // H2.5 EACH CEILING JOIST ALTERNATE SIDES HEADER PER PLAN 10 11 1 RE IEWFD FOR APpOflIIPLIANCE MAR n:32010 City of Tukwila BUILDING DIVI,SIniu JUL 2.0 2010 btoOo9 RECEIVED WM "8 2n11 PERMIT CENT R, 12 M a l s a m T s a n g e n g i n e e r i n g c o r p o r a t i o n 122 south jackson st suite 210 seattle, wa 98104 t 206.789.6038 f 206.789.6042 ISSUE PERMIT SUBMITTAL 3.01.10 1 EXPIRES 12/23/2011 PRINCIPAL IN CHARGE MARC MALSAM PROJECT TEAM MJM REVIEWED MJM DRAWN RAP PROJECT NO. 5138.2010.01.00 SHEET TITLE DETAILS SHEET NO. S3.1