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HomeMy WebLinkAboutPermit D07-204 - KOSTOVIC RESIDENCE - ADDITIONThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D07 -204 Kostovic Residence 14036 55th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 22 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. KOSTOVIC RESIDENCE 14036 55 AV S CANCELLED 10 -OS -07 D07 -204 Parcel No.: 0002800010 Address: 14036 55 AV 5 TUKW Suite No: Tenant: Name: KOSTOVIC RESIDENCE Address: 14036 55 AV S , TUKWILA WA Owner: Name: HEGRE DAVID H Address: 14036 55TH AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: NOVICA KOSTOVIC Address: 14036 55 AV S , TUKWILA WA 98168 Phone: 206 227 -3656 Contractor: Name: OWNER AFFIDAVIT - KOSTOVIC, NOVICA Address: Phone: Contractor License No: DESCRIPTION OF WORK: 169 SF ADDITION TO EXISTING 1560 SF SFR doc: IBC -10/06 City-c,f 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 DEVELOPMENT PERMIT Value of Construction: $15,896.14 Fees Collected: $546.92 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 - 204 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Expiration Date: D07 -204 Printed: 08 -07 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o,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 Number: D07 - 204 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 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 Signatur N Date: In 104)1 this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • th, ether specified herein or not. I hereby certify that I have read an The granting of this permit does not presume to give - nt ority to violate or cancel the provisions of any other state or local laws regulating construction or the • = rmanc - of work. I am a o ' - . to sign and obtain this development permit. Signature: Date: Q 7 f) / doc: IBC -10/06 Print Name: r © S r o v (C_ 1 7V" OA/ ' Ck 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. D07 -204 Printed: 08 -07 -2007 Parcel No.: 0002800010 Address: Suite No: Tenant: doc: Cond - 10/06 1403655AVSTUKW KOSTOVIC RESIDENCE 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 7: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -204 ISSUED 06/07/2007 08/07/2007 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: 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. D07 -204 Printed: 08 -07 -2007 Print Name: doc: Cond -10/06 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. Signature: Date: F-7/0? ©S? ' / C Ai OV( f D07 -204 Printed: 08 -07 -2007 • • I V■ • VI• II IL/ • Community Developmer `epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us /40 King Co Assessor's Tax No.: 9 O -CO 0 Site Address: 3 6 - �V r 4`V' S ��Kw/C - Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: KO S TCV /C l WO V i C Mailing Address: _V 4._ contact when your permit "is read to bessue Name: V.O STO' (C L N O V I C Mailing Address: S—e_ E -Mail Address: LO L,4 • N 0 (C A- GENERAL CONTRACTOR INFORMATION -: (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: 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 ** O w City City Gi 014 L C 0U4 Fax Number: ARCHITECT OF RECORD All plans must be wet stamped by Architect of Reeoir Company Name: Mailing Address: ( Cp C - tioc f-"` ypy z r reT-c.et. cow Contact Person: E -Mail Address: Q:\Applications\Porms- Applications On Line'3 -2006 - Permit Application.doe Revised: 9-2006 bh State Zip Day Telephone: 2 -4 6 22 7 36 IrC Zip City Day Telephone: Fax Number: Expiration Date: City Day Telephone: Fax Number: State State State Zip te Zip Day Telephone: Fax Number: 4.1G ENGINEER OF RECORD - All plans must be wet stamped by, Engineer of Recor Company Name: Mailing Address: Zip Contact Person: E -Mail Address: Page 1 of 6 Valuation of Project (contractor's bid pil $ n _ O©©_, nn Existing ,;ding Valuation: $ Scope of Work (please provide detailed information): V&C7t-f Sr( " Gdr (%1I0 Ck Will there be new rack storage? ❑ .... Yes If yes, a separate permit and plan submittal will be required. ovde All Building Areas rn Square Footage Belot/ 11,0 Oro lec sr 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. Compact: Handicap: Number of Parking Stalls Provided: Standard: 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 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. Q:'Applications\Portns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty : Fixture Type :. ' Qty .. Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Contact Person: E -Mail Address: Contractor Registration Number: Q:Wpplications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 1 11 \1.111 Al k l VS\LV. CL lit /1 ` PLUMBING AND GAS PIPING CONTACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax 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): Expiration Date: Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Page 5 of 6 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. 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 of oS 7 V/c / a^ ' /C Mailing Address: Signature: Print Name: 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). HORIZ i A . NT: 1.4 Date Application Expires: vF l Date Application Accepted: b ", / r Q:\Applicationsworms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bit Date: 6- 7 AR Day Telephone: 2#2C 2Z 7 3 1176 City State Zip Page 6 of 6 Parcel No.: 0002800010 Permit Number: D07 -204 Address: 14036 55 AV S TUKW Status: PENDING Suite No: Applied Date: 06/07/2007 Applicant: KOSTOVIC RESIDENCE Issue Date: Receipt No.: R07 -01070 Initials: WER Payment Date: 06/07/2007 01:56 PM User ID: 1655 Balance: $0.00 Payee: NOVICA KOSTIVIC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description 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 Payment Check 1140 546.92 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $546.92 Amount 328.74 213.68 4.50 Total: $546.92 9098 06/07 9716 TOTAL 546.92 doc: Receiot -06 Printed: 06-07 -2007 STRUCTURAL 8734 PL7.71 r _ to C:77.'73 cr..1 c:r.1r.,sions. f (' - 7 CALCULATIONS relative to KOSTOVIC RESIDE preparedfor MR. & MRS. KOSTOVIC REGISTERED ARCHIT STATE OF WASHINGTON 7/20/2007 FLU COPY Permit No. RECEIVED CITY 17)F TIJKWILA JUL 2 5 2007 " " - CC L U6 - 3 2001 BUILDING UNISION CORRECTION LTR# r.;-h NV 1 � 1°t (thiV L3 5 Qax L -Z Ei Q't = 9 1 1 1 S WG) V) 7."1 Loi si �L • Sc7'© 3r4fr1c dVW (nd9 `Pr' utfini S 1 WoodWorks' tornv. morsi ooa etssme COMPANY . .luly 1ft 9nn7 1R•49.411 PROJECT FYIRt1ng My. . heam Design Check Calculation Sheet SIzer 2002a LOADS: ( (bs, psf, or ptf ) Load Type Distribution magnitude Start End Location (ft) Start End Pattern Load? Deadd Snowd Dead Snow Trapezoidal Trapezoidal 18.1 78.8 24.2 105.0 0.00 8.17 0.00 8.17 No No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : • y;'�1'. u 'S y, 3 "� kjk `lam . -,s� , t Mr,�t'' ' - r r ..vi t., . -2" 42a ' . rr '7 i" 1� diY'.t�i"ti1 - 1 ' . � �. y« Cx i4+. - � . -- Q ' V Dead Live Total Bearing: Length 188 209 397 StrYIPSewN •H V }L - Pu d'e- .Feat_ 270 31 58 9 '.. 1.0 PR,e...:ri r4 1.0 Lumber -soft, D.Fir -L, No.2 4x10" 14CST- P -roAL- 51% Self Weight of 7.69 pif automatically tnciud =. in ' ads; Lateral support top= full, bottom= at supports; Load combinations; ICC -IBC; 0511"46% TO O . j 'e_1241111 SECTION vs. DESIGN CODE NOS -1907: ( stress93s1, and In ) ILeAe.--riot -t6 ® g4 t Criterion Analysis Value Design Value Analysis /Design tn...... pet e7Gp_ Shear Bending( +) Live Defl'n Total Defl'n fv Ed = 21 fb = 243 0.02 = <L/999 0.04 = <L/999 FY' = 109 Fb' = 1242 0.27 = L/360 0.54 = L /180 fv /Fv' = 0.19 fb /Fb' - 0.20 0.06 0.07 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 900 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 FO = 95 1.15 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending( +): LCI 2 = D+S, M = 1012 lbs -ft Shear : LC# 2 - D +S, V = 569, V @d = 447 lbs Deflection: LCI) 2 - D+S EI= 369.34e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L S =snow W I•impact C- construction CLd= concentrated) (A11 LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflecton limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Z i WoodWorks SOrlw4REnm rionDMUGN COMPANY July 18, 200716:02:28 PROJECT Existing hip beam Design Check Calculation Sheet Sb LOADS: ( lbs. psi, or Of ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? Deadd Dead2 Lived Live2 Deadt Livet Dead Dead Constr. Constr. Dead Constr. Triangular Triangular Triangular' Triangular Point Point 0.0 78.8 60.6 0.0 0.0 105.0 80.8 0.0 1B8 209 0.00 14.85 0.00 11.44 0.00 14.85 0.00 11.44 11.43 11.43 i000000 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : - 0 g r r - ,n 16.-5.3- u }7 dye+ 0 14 -10. Dead Live Bearing: Length 609 547 . 1 MPsaM 1"-72.10 (gz I_Aa a" O � 742 803 1545 1.0 1.0 Lumber -soft, D.Fir -L, No.2 x10" - .Meal Pkc 1i Pitch: - 5.7/12 :, Total length: 16-5.3", Self Weight of 7.69 pilau omaficatly Included in bads; 51 , ?S t 1} Lateral support top= full, bottom= at supports; Load combinations: ICC -IBC; I .. . v.- SECTION vs. DESIGN CODE NDS - 1997: ( stress =psi, and In ) .Criterion Analysis Value Design Value Analysis/Design fv /Fv' = 0.47 fb /Fb' = 0.90 0.43 0.51 AC:rie, mat m �� l�iv Shear Bending( +) Live Defl'n Total Defl'n fv ed - 56 fb = 1217 0.35 = L/564 0.84 - L/235 Fv' = 119 Fb' = 1350 0.82 = L/240 1.64 - L /120 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'++ 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending( +): LC# 2 = D+C, M = 5060 lbs-ft Shear : LC# 2 - D+C, V - 1332, V6d ■ 1211 lbs Deflection: LC# 2 - D+C EI 369.34e06 lb -in2 Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S =snow W -wind I- impact C- construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS pause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. "r0 3 � r I i Wood Works® sOf7 WA IK TOR W000 DLGGN COMPANY le Ply N), 9nn7 fQ•4R•59 PROJECT Nww vatic. y hpam Design Chock Calculation Sheet Stier 2002a LOADS: ( lbs, psf, or Of ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? Deadd Dead2 Lived Live2 Dead Dead Constr. Constr. Triangular Trapezoidal Triangular Trapezoidal 0.0 56.3 56.3 182.5 0.0 75.0 75.0 243.3 0.00 3.54 3.53 18.33 0.00 3.54 3.53 18.33 No No No No MAXIMUM REACTIONS 0' (lbs) and BEARING LENGTHS (in) : , pr-- S '3 , - e / i Y G S'+ `" 20 -.3.6" �+-r zo, h 4 1'. ; 'AT V a 3+ IC 18'-4 • Dead Live Total Bearing: Length 831 886 S�7iYY d SI inP -sot t �SSV 4to .2 r ..,= j fi. ' -rIO�, 1425 1602 3027 1.0 1.4 Lumber -soft, D.Fir -L, SS, 4x12" . Pitch: - 5.7/12;, Total length: 20' -3.8", Self Weight of 9.35 plf automatically included in Toads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -1110; WARNING: Member length exceeds typical stock length of 20.0 (ft) SECTION vs. DESIGN CODE Nos -1997: (stress=psi, and In ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv 8d = 88 fb - 1816 0.55 - L/446 1.29 L /189 Fv' = 119 Fb' = 2062 1.01 - L/240 2.03 - L /120 fv /Fv' = 0.74 fb /Fb' = 0.88 0.54 0.63 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCe Fb'+- 1500 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'- 625 1.00 1.00 - E - 1.9 million 1.00 1.00 2 Bending (+): LCf 2 = D+C, M - 11173 lba -ft Shear : LC() 2 = D+C, V - 2628, V8d = 2308 lbs Deflection: LCII 2 - D+C EI- 789.03a06 lb -in2 Total Deflection= 1.50(Dead Load Deflection) + Live Load Deflection. (D -dead L-live S -snow W -wind I= impact C =construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. 4 WoodWor.ks® sorrwerr rarw000 ars+CH COMPANY lid 1R 9n117lf1.11.91 PROJECT PActinrg riff n hPam ¢fI nil Design Check Calculation Sheet SIzer 2002a LOADS: (Ibs, psf, or Of ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? . Deadd Lived Dead Constr. Point Point 270 319 8.08 8.08 No No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (In) : e �� � "x`'.w > 3 _ �� ' , , , ' , s • hdc {{.py� r T try 2 A� 'l3.. ;Il 4 ' 'yet ;c�'r 1 , 4 ' F t ,5 + sh ° tee_ Ll 4 i;`'} •- � 10' -6 Dead Live Total Bearing: Length 79 64 144 61 rY1P5c25N 1_,-;s0-2.40 01 4 - p ,Z. riot -1 25241 5 4 1.0 1.0 Lumber soft, D.Fir -L, No.2, 2x12" Pitch: 8.0/12;, Total length: 12' -7.4 4. Self Weight of 4.01 plf automatically included In loads; Lateral support tapir full, bottoms at supports; Load combinations: ICC -)BC: • SECTION vs. DESIGN CODE NDS -19g7: ( stress=psl, and In ) Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv ed = 32 fb - 434 0.04 - <L/999 0.11 = <L/999 Fv' = 119 Fb' - 1125 0.42 = L/360 0.84 - 1/180 fv /Iv' = 0.27 fb /Fb' = 0.39 0.10 0.13 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCtI F1:' +- 900 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' - 95 1.25 1.00 1.00 2 Fcp'- 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 2 Sending( +): LC% 2 m D+C, K - 1146 lbs -ft Shear : LC# 2 ...D+C, V - 367, VW - 356 lbs Deflection: LC# 2 = D+C EI- 284.76e06 lb -in2 Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D -dead L-live S - snow 4t -wind I = impact C- construction CLd- concentrated) (All Le's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shad be laterally supported according to the provisions of NDS Clause 4.4.1: 3. SLOPED BEAMS: level bearing is required for all sloped beams. 6 ,/ � r 1 1 WoodWorks $ofwAxroxwoonnrvcx COMPANY _Ir4 1R 911f7 1A•5n•r1A PROJECT Npwrw hpam Design Check Calculation Sheet Sfter 2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? Deadi Livel Dead2 Live2 Dead3 Live3 Dead4 Live4 Deadt Livet Dea 2 Liv 2 Dead Constr. Dead Constr. Dead Constr. Dead Constr. Dead Constr. Dead Constr. Partial UDL Partial UDL Trapezoidal Trapezoidal Triangular Triangular Partial UDL Partial UDL Point Point Point Point 163.7 163.7 218.3 218.3 103.1 18.1 137.5 24.2 18.1 0.0 24.2 0.0 78.8 78.8 105.0 105.0 1424 1542 241 255 0.00 10.00 0.00 10.00 10.00 18.08 10.00 18.08 18.08 20.58 18.08 20.58 20.58 26.00 20.58 26.00 20.58 20.58 10.00 10.00 00000 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : ' 26' Dead Live Total Bearing: Length 2299 2633 4932 �'` 2-1-3. ' d 1c tt.)17. - 2418 99 r vTl r-A4 t PcSsor'I tgIT 1.5 1260 PsF ecAhQ.t Nle; 1.5 • Glulam -S mpie, VG West.DF, 24F -V4, 5- 118x15" Self Weight of 18.26 plf automatically included in loads; Lateral support top= full, bottom= at supports; Load combinations: ICC -IBC; This section FAILS the design check WARNING: This section violates the following design criteria: Deflection SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value , Analysis /Design AGE � �A RS(-- Shear Bending( +) Live Defl'n Total Defl'n fv 8d - 89 fb - 1852 0.76 - L/412 1.79 - L/174 Fv' = 237 6b' - 2872 0.87 - L/360 1.73 - L /180 fv /FV' - 0.38 fb /Pb' = 0.65 0.87 .03 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 2400 1.25 1.00 1.00 1.000 1.00 0.957 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'- 650 1.00 1.00 - E' - 1.8 million 1.00 1.00 2 Bending( +): LC4 2 - D +C, M - 29668 lbs -ft Shear : LCI 2 = D+C, V - 4780, V8d - 4573 lbs Deflection: LC# 2 - D +C EI- 2594.49e06 lb -in2 Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D -dead L -live S -snow W -wind I- impact C- construction CLd- concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This is conservative except where point Toads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NOS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tenslon), Fcp(comp'n). (11 WoodWorks WOOD MUM COMPANY h d y 9r` 9m7 1n•17'14 PROJECT Nla,v rid 0ahPamell nrte Design Check Calculation Sheet SIzer2002a LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? Deadd Lived Dead Constr. Axial _Axial 2500 (Eccent =icity - 0.00 in) 3500 (Eccent=icity = 0.00 in) MAXIMUM REACTIONS (lbs): 0 21' Timber -soft, D.Fir -L, No.1, 6x6" Self Weight of 7.19 plf automatically Included in bads; Pinned base; Loadface = wldth(b); Ke x Lb: 1.00 x 21.00= 21.00 [ft]; Ke x Ld:1.00 x 21.00= 21.00 [ft]; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and In) Criterion Analysis Value Design Value Analysis /Design Axial Axial Bearing fc - 203 fg - 203 Fc' 4 . ; 220 Fg' = 1850 fc /Fc' - 0.93 9 /Fg' - 0.11 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV ' Cfu Cr LC# Fc' - 1000 1.25 1.00 1.00 1.00 (Cp - 0.176) 2 E' - 1.6 million 1.00 1.00 0 Fg' = 1480 1.25 1.00 2 Axial : LCi 2 - D +C, P - 6151 lbs (D -dead L•live S -snow W=wind I =impact C= construction) (A11 LC's are listed in the Analysis output) DESIGN NOTES: 1. Ptease verify that the default deflection limits are appropriate for your application. Z'1C1'L. vv-t- * OF E`[ ISTIa.IG Q.t0G1S. ■ � 6tm?6ml LSSu219�' WSW tLloGtG. ts• Co 4 l SN.ISTP-1G, REAM To Neu, 12.1te.a. Ur/ S tm ?sot -I Foe. Be acts >zt o�,� Conk- c-T EICISTI NG ElDGE. --�� "TO 2T42._ w/ Stw►P 14e nANG 1 APPRoPPJATEL.y 51� . ot :Sri, • f• • T . : t.�K�i•ii� \ pI • 6x6 Dr-L. 4 1 e :cl�.tt %#:::: w/ 5t mcx a < Sy6bS2. *� wA� Cw 4xr--vG` u4 _L ' f •7!A ?r 11.2B.AcL — • �-T 0- w/ ,I,mPisdrl S x 15 2-4v w4 Gt- in-AvV �x( OV L I cctiwM i u.1 rj tm? or1 c G— 650.2.5 GAP BEAM October 17, 2007 Kostovic Novica 14036 — 55 Avenue S Tukwila, WA 98168 RE: Partial Permit Fee Refund Dear Mr. Novica: Enclosed is a check in the amount of $263.00 for the partial permit fee paid at the time of permit application for the project located at 14036 — 55 Avenue S, Tukwila, Washington. Per your written request to cancel this permit, a refund is being sent to you. If you have any questions, please feel free to contact our office at 206 - 431 -3670. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit No. D07 -204 City of Tukwila Department of Community Development Steve Lancaster, Director H:\DocumentsV..etters\D07 -204 - refund letter.doc bh Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA, WA 98188 -2544 ACCOUNTS PAYABLE CHECK NO. INVOICE'NUMBER's` -- 101507311 :DATE 10/10/2007 • DESCRIPTION 80% REFUND 007 -204 263.00 PAY TO THE ORDER OF CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 PLEASE DETACH BEFORE DEPOSITING THE FACE OF THIS DOCUMENT HAS A COLORED. BACKGROUND—NOT A WHITE BACKGROUND Two Hundred Sixty Three Dollars and No Cents NOVICA, KOSTOVIC 14036 55TH AVE S TUKWILA, WA 98168 PAYABLE THROUGH U.8. BANK )51 Andover Pad East Tukwila. WA 010569 10/15/2007 THE BACK OF THIS DOCUMENT_ HAS AN ARTIFICIAL' WATERMARK —HOLD: AT. AN ANGLE TO. VIEW Memo October8, 2007 Re: D07 -204 Xc: File No. D07 -204 H:1Documents Letters\DO7 -204 - refund memo.doc bh To: Laurie Anderson From: Brenda Holt Or Please refund the following fees to Kostovic Novica. The project has been canceled. 80% of Permit Fee $263.00 Please make the check out to them and I will forward it to them: Kostovic Novica 14036 — 55 Avenue S Tukwila, WA 98168 City of Tukwila Permit Center JO9ToV/C ho c (1/4)56- 4 TLetkvJr(o ./J A Q(6 ( 0 UM F (D g VL-120 C:+0 Co\uK U\k- No Do 2 D y (0- 4/07 'eAx 4t(ct 4 --- C_OU O �t T Orcact,, t a( ��- (%0,TL-c 74p d)2( 1/1 A/ Q CA io�t pAn eo Pr(Q �/ /i SS Ke/metr agTo eoX of g ieeJ6591. 4 1)1 CITY OF II KWILA OCT -4 2007 PERMIT CENTER e ,u(AA PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -204 DATE: 07 -25 -07 PROJECT NAME: KOSTOVIC RESIDENCE SITE ADDRESS: 14036 55 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: v Buil g"Ch'fvision Public Works Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Planning Division C Permit Coordinator n DUE DATE: 07-31-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: No further Review Required DATE: DUE DATE: 08-28-07 Approved ❑ Approved with Conditions ❑ 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: ACTIVITY NUMBER: D07 -204 DATE: 06 -07 -07 PROJECT NAME: KOSTOVIC RESIDENCE SITE ADDRESS: 14036 55 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui ing ivision Pu li Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP 511 Fire Prevention Structural Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY DATE: DATE: UVL Planning Division ❑ Permit Coordinator No further Review Required DUE DATE: 06-12 -07 Not Applicable E DUE DATE: 07-10-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit. Center Use Only CORRECTION LETTER MAILED: (o IS' -0 7 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Fax: 206-431-3665 Web site: h#p : //gtri t tub vila.wa us • Revision subfiiittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fast etc.' • Date: 1 — � Plan Cheek/Permit Number. ) o7 - ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 12-1,521=3\16 Project Address: d'oS ' ii , Summary of Revision: 4rA IVES Sheet Number(s): AvO , o i co, ,pS 2.1 A'Z •y- A 6,0 V "Vloud" or highlight all areas of revision � inclwding d ate of reviiion Received at the City of Tukwila Permit Center by A o ,f Entered in Permits Plus on 1spplentiottsVotms♦ppluations on lineltevision submittal Canted: s -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Contact Person: 1( U 1C o 1/') G Phone Number: - 7-eir c; Ohs CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) ss. COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION K osiovc o /Ic A (please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. /-a , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. J Ft1E A. a aaaa i% V 4OTA� - iAs ,t• . • '' % , L‘ ' s ' '1%•\%%•• S N� 111 \applications\8 -2004 affidavit in lieu of contractor registration APPLICANT Signed and swom to before me this N day of AR PUBLIC in and for the State of Washington, Residing at Name as commissioned: PERMIT NO.: , states as follows: /slid 20 07. , County. My commission expires: e) - / b 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Govemment, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only fumished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is Tess than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration w contracts of amounts Tess than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee w of a registered contractor with wages as his sole .compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform : highway construction, reconstruction, or maintenance work. • T i GENERAL NOTES 1. ALL WORK TO COMPLY WITH 2003 INTERNATIONAL BUILDING CODE AND CURRENT WASH STATE ENERGY CODE. 2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS„ NOTES AND SPECIFICATIONS. 3. CONTRACTOR MUST CONTACT OWNER IMMEDIATELY FOR ANY DiSCREPMICIES IN CONTRACT DOCUMENTS OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. 4. CONTRACTOR MUST CONTACT OWNER IMMEDIATELY FOR ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING Wi1H WORK. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES AND COSTING CONDITIONS BEFORE PROCEEDING WITH WORK. 6. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF VAIN ALL ASPECTS OF THE WORK PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE WORK. 7. CONTRACTOR SWILL VERIFY CONFORMANCE OF ACTUAL SOIL CONDITIONS WITH SOILS REPORT AND DESIGN ASSUMPTIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS FOR THE WORK EXCWSNE OF BUILDING PERMIT. 9. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF COMPLETION UNiESS NOTED OTHERWISE IN CONTRACT. 10. REPETTiNE FEATURES MAY BE DRAWN ONLY ONCE. BUT SHALL BE PROVIDED AS IF DRAWN IN FULL 11. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENiERLWE OF INTERIOR COLUMNS UNLESS NOTED OTHERWISE. 12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY OISCREPMICIES IN FRAMING PRIOR TO PROCEEDING WITH WORK. 13. THESE DRAYIINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL AND PLUMBING. SHOP DRAWINGS 1. SHOP DRAWINGS ARE RENEWED FOR DESIGN INTENT ONLY. 2. THE CONTRACTOR iS TO REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR 1D SUBMITTING. SITE WORK 1. ALL EXCAVATION AND FILL SWILL BE STORED AND PROTECTED SUCH AS TO PREVENT RUN OFF OF MATERIAL TO ADJACENT PROPERTIES. 2. FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IUPERMOUS AREA DRAIN. 3. DOWNSPOUT DRAIN TO BE 4' DIAMETER TiGHTUNE UNLESS NOTED OTHERWISE: 4. FOOTING DRAIN TO BE 4' DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE. 5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEPTIC AND OR STORM WATER DETENTION SYSTEMS. ENERGY NOTES 1. ALL WORIC TO COMPLY WITH CURRENT WASHINGTON STATE ENERGY CODE. 2. HEATING UldT(S) TO MAI1TMN 70 DEGREES FAHRENHEIT AT 36" ABOVE FLOOR WHEN OUTSIDE TEMPERATURE IS 24 DECREES FMRENHiEIT 3. PROVIDE NIGHT SETBACK THERMOSTAT. 4. CAULK ALL JOINTS MOUND EXTERIOR OPENINGS AND ALL JORITS IN SONG AND FLASHING WHERE INFILTRATION MAY BE POSSIBLE 5. SEAL ML TENTS AND JOINTS IN IiSULA11ON WITH APPROVED TAPE 6. SHOWER FLOW CONTROL UNITED TO 2.5 GALLONS PER MINUTE 7. ALL CRAWLSPACES TO HAVE A FRIAR OF 6 ILL.: r r K ., GROUND COVER EXIETDED OVER THE TOP OF FOOTINGS (OR SLABS). LAP ALL JOINTS 1/2' IN N81UM. 8. FIREPLACES) SHILL WIVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED MTHI A MINIMUM OF 6 SQUARE R1 HES OF OUTSIDE COMBUSTIBLE MR SUPPLY. 9. LETAL DUCTS OUTSIDE THE CON OIflONED SPACE SHALL BE MUTATED ATED TO 1BMIR><I CURRENT MUlS1'181GION STATE ENERGY CODE REQURf1NENfS. PROVIDE WEATHER BARRIER F LOCATED ON THE Erma OF DE BUILDING. 10. SERVICE WATER PIPES LESS THIN 2' IN METER SW& BE WRAPPED WITH 1' MINIRA[ LAMER OF INSULATION PER CURRENT WMASHINGTON STATE ENERGY CODE 11. WATER HEATER(S) TO MIT CURRENT 119SHWGTON STATE ENERGY CONSERVATION REQUIROAENTS. 12. MINIMUM INSUTAUON VALUES UNLESS NOTED OTHERWISE. CEIUNG: R -38 (r CLEAR VENT SPACE) CATHEDRAL CEILING: R -30 (1' CLEAR VENT SPACE) ABOVE GRADE WALL: R-4.% (HIGH DENSITY FG BATTS) BELOW GRADE WALL R -21 (INTERIOR) BELOW GRADE WALL R -10 (EXTERIOR) FLOOR R -30 SLAB ON GRADE R -10 (MIST 24') U.O.N. 13. VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE INSULATION. FIRE PROTECTION 1. PROVIDE (1) HOUR F1RE SEPARATION BETWEEN wax AND DWEIIING UNiT CONSISTING OF: (1) LAYER OF 5/8' 'TYPE -X' GYPSUM WIW.BOARD ON THE GARAGE SIDE 1-3/4" MINIMUM THICK, SOLID CORE, TIGHT FITTING, SELF CLOSING DOOR DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 UWE, AND HAVE NO OPENINGS INTO THE GROUP 'U' OCCUPANCY. 2. FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL MEMBERS SUPPORTING THE FIRE SEPARATION. 3. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE (1) HOUR FIRE SEPARATION ON ENCLOSED SIDE OR (1) LAYER OF 5/8' 'TYPE -X' GYPSUM WALLBOARD ON ENCLOSED S$OE. 4. SMOKE DETECTORS SHALL. BE HARDWIRED TO BUILDING POWER AND SCULL HAVE BATTERY BACKUP. 5. SMOKE OEIECTORS SHALL BE AUDIBLE IN ALL SLEEPING ROOMS. 6. A MINIMUM OF (1) SMOKE DETECTOR SWILL. BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE. 7. FIRESTOPPING AND DRAFTSTOPPING SCULL CONSIST OF 2' NOMINAL LUMBER. 8. F1 RESTOPPING AND ORAFTSTOPPING IS REQUIRED IN THE FOLLOWING PUdCES: CONCEALED SPACES AT ALL FLOOR AND C:EI.ING LEVELS AND AT 10 FOOT INTERVALS ALONG THE LENGTH OF THE WALL. INTERCONNECTIONS BETWEEN CONCEALED VERJ1CAL AND HORIZONTAL SPACES (LE. SOFFITS) CONCEALED SPACES BETWEEN STAR STRIDERS AT TOP AND BOTTOM OF THE RUN. 9. INSTALL ROCK HOC. AROUND ALL OPEC FOR VENTS,, PIPES, DUCTS, EiC 10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: CLEAR OPEN WIDTH 20' (MINIMUM) CLEAR OPEN HEIGHT 24' (MINIMUM) CLEAR OPEN AREA 53 SF. ( MNIMUM) SiLL HEIGHT 44' (MAXIMUM) 11. PREFABRICATED FMS SHALL BEAR U.L OR LC.B.O. SEAL OF APPROVAL AND Stall BE INSTALLED PER MANUFACTURER INSTRUCTIONS. 12. APPUANCES CUTER/RIG A (LOW, A SPARIC, OR FLAME THAT ARE INSTATED IN THE GARAGE PROVIDED THE HEATING ELEMENTS AND SWITCHES ARE 18' ABOVE ME FLOOR. 13. GARAGE FLOOR TO BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIAL (CONCRETE). VENTILATION NOTES 1. ALL WORK TO COMPLY WITH THE 'WASHINGTON STATE VENTNA1JON AND INDOOR AIR QUALITY CODE' ( ) 2. SOURCE SPEQFIC FATS SHALL BE LOCATED IN ALL !OTC/CAE, BATHROOMS, WATER CLOSETS AND LAUNDRY FACT TIES. VDNiILATION CAPACITY SHALL BE AT LEAST 50 C.E.M. FOR BATHROOMS AND LAUNDRY ROOMS (INTERMITTENT USE AND 100 C.F.M. FOR KITCHENS (INTERMITTENT USE). DUCTING SWILL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED MTH BAC2CCDRAFT DAMPERS. 3. WHOLE HOUSE VENi1ATION SYSTEM SWILL BE CAPABLE OF .35 MR OCCHANGES PER HOUR BUT NO MORE TWIN .50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING CON ONIONS. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. FAN SHALL HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 RCM WATER GAUGE. 4. DUCT WORK SHALL CONFORM TO CURRENT WASHINGTON SINE VENRIZATiON AND INDOOR AIR QUALITY CODE. 5. DUCT VIM SHALL L BE INSULATED TO A VINIMUN OF R-4. 6. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VEHIIAUON AREA FOR EACH 150 SQUARE FEET OF CRAHI.SPACE AREA PtM E OPENINGS AS NEAR TO CORNERS AS PRACTICABLE AND SHALL PROVDE CROSS VENTILATION. 7. ALL CRAIIILSPICE VENTS TO BE PROVIDED TMflI 1/4' NON -CONE WIRE MESH. 8. PROVIDE A IIIMIAI NET AREA OF 1 SQUARE FOOT OF VENBUIION AREA FOR EVER 150 SQUARE FEET OF ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH LiIMMUM MR SPACE ABOVE MUTATION FOR CROSS MAMMON. 9. ALL AMC VENTS TO BE PROVDED WITH 1/4' NON- CORR06NE WARE IIRH OR APPROVED SOFFIT VENTS. 10. OUTSIDE AR TO OE SUPPLED TO ALL H AMIABLE ROOMS FOR ALL WHOLE -HOUSE VEMI ATION SYSTEMS PER MC 3026 NOTCHING OF WOOD METERS 1. BEARING WALLS: NOTCHING OF HOOD BEM IG WALL !EMBERS SHAT BE TARED BY CODE OR THE FOLLOWING (WHiCIEVER IS THE MORE LIYITNG) -BORED HOLES` MAX HHOtE WE NOT TO EXCEED 40% OF SRO DEPTH (5/8' IAN TO EDGE). APPLY NE M RATES OVER HOLE 10 PRETREAT NAM INTO MAG. -EDGE NOM NOT TO DREAD 25% OF STUD DEPTH - PR M E PROTECTIVE MEUL PLATE AT /WRING & PPI;S� 2. SCUD SARK JOISTS: -BORED HOLES: WA. HOLE 9ZE NOT 10 EXCEID 1/3 OF JOIST OEPDL HOLES CAN BE UOCAIHD WHIN 2' OF TOP OR BOTTOM OF JOIST. JOIST MAX. NOTCH DEPTH NOT TO EXCEED 1/6 OF JOIST OEPHH IR FIST OR LAST 1/3 OF - NOTCHES (EM» HATCH AT BEARING END OF MST NOT TO EXCEED 1/4 OF JOIST WPM. -NO FOES OR PARCHES Shill OCCUR NI IIIOOLE 1/3 OF ANY JOIST - & ENGINEERED BARBER CONTRAACTCR 91 MOW YAMJFACT URER'S RECOMIDENDIMONS POR FAXES AND NOTOINS OF ALL PREMM UFACITARED JOISTS, STUDS, BEAMS TRUSSES„ ETC MOISTURE PROTECTION 1. PROMDE PRESSURE TREATED PLATES BETWiEEN CONCRETE AND FRAMING. 2. PROVIDE A MINIMUM OF 12' CLEAR BETWEEN WOOD GIRDERS AND EARTH. 3. PROVIDE A MINIMUM OF 18' CLEAR BETWEEN WOOD JOISTS AND FARM. 4. PROVIDE A MINIMUM OF 6' CLEAR BETWEEN WOOD POSTS AND EARTH. 5. PROVIDE A MINIMUM OF 1' CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS. 6. CAULK AU. OPENINGS THOROUGHLY. 7. FLASH ALL OPENINGS WITH A IANIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE INDUSTRY STANDARDS. 8. METAL COPING AT SECOND FLOOR PUNIER TO BE MINIMUM OF 22 GAUGE GALVANIZED SiEEI. 9. CONTRACTOR AND HIS /HER SUBCONTRACTORS ARE RESPONSIBLE FOR CONSTRUCTING A WATER- TIGHT STRUCTURE THROUGHOUT: ALL WATER INFILTRATION PROTECTION CONSTRUCTION SHALL ADHERE TO CURENT INDUSTRY STNADARDS MN BE INSTALLED WiTH CRAFTSMANSHIP TO ASSURE THAT ALL MATERIALS - INTERIOR AND EXTERIOR - ARE PROTECTED. GLAZING NOTES 1. ALL CRAZING TO BE (2) PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE. 2. SLIDING 000RS TO BE SAFETY GLASS, OR LAMINATED GLASS. OR TEMPERED GLASS. 3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, OR LAMINATED GLASS, OR TEMPERED GLASS. 4. SHOWER DOORS SHALL NOT OPEN INTO SHOWER. SAFETY MID SECURITY 1. DEADBOLTS WITH A MINIMUM THROW OF 1/2' AND A V EWPORT ARE REQUIRED AT ALL EXTERIOR DOORS. 2. DEAOBOLTS OR APPROVED LOCKING PEACES ARE REQUIRED ON ALL SUDING DOORS. 3. MJ. LOCKS SHALL BE UPENABLE WITHOUT* ANY SPECIAL KNOWLEDGE OR EFFORT. 4. WINDOWS WRiHHIN 10'-0' OF GRADE Stall BE PROVIDED WITH LATCHING DEVICES. 5. STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS: OCCUPMtCIES LESS THAN 10 STAiR WIDTH 36' (M116MIM) TREAD RUN 10' (MINIMUM) RISER HE GHT 7 3/4' (MAXIMUM) MAX VARIATION BETWEEN RISER HEIGHT TO BE 1/4' HEADROOM 80" (MINIMUM) HANDRAIL HEIGHT 34' TO 38' ABOVE NOSING OF STAIR TREAD HANDRAIL GRASP 1 -1/2' (MIN) TO 2' (MAX) - MIN 1 1/2' CLEAR BEiWEEN HANDRAIL & WALL 6. HA URAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4' DIAMETER SPHERE THROUGH ANY OPENING. 7. GUARDRAILS SHALL BE A MINIMUM OF 42' ABOVE FINISH FLOOR. 8. GUARDRAIL ATE MEIN SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4' OIMIETER SPHERE THROUGH ANY OPENING • • ! 0266 SEPARATE PERM[!' REQUIRED FOR: City of Tula • BUILDING DIVISION VICINITY MAP Soo I e: TITS. F=it Permit No. Plan reviews approval Ts subject to ereois and ondsslolll . Approval of construction doorme t s does not authorize the violatan cf ecoep cote or ordnance. Receipt Of approved F.:; 0_7/ end cc,-Io: ions is adosov'edget BY l Dom, ('~ o; City Of Tukwila BUILDING DIVISION • PROJECT SITE 14036 55 AVENUE S TUKWILA, WA 98168 A -0.0 A -1.0 A -2.0 A -2.1 A -2.2 A -5.0 A-5.1 A -6.0 A -7.0 INDEX OF DRAWINGS VICINITY MAP, GENERAL NOTES SITE & FOUNDATION PLANS EXISTING PLAN FLOOR PLAN ROOF PLAN EXISTING ELEVATIONS ELEVATIONS BUILDING & WALL SECTIONS DOOR /WINDOW SCHEDULES & NOTES 01-Zo CONTACT INFORMATION OWNER NOVICA & STELA KOSTOVIC 14036 55 AVENUE S TUKWILA, WA 98168 LOT DATA PROPERTY ADDRESS ZONING TAX PARCEL 1: 14036 55 AVENUE S LOR 0002800010 TUKWILA, WA 98168 LOT OCCUPANCY = RESIDENTIAL USE = RESIDENTIAL, SINGLE FAMILY EXIST. BLDG HEIGHT = GC TO V.I.F. LOT AREA = 7,620 S.F. LEGAL DESCRIPTION POR FOSTER JOSEPH - DC 139 LOT OF CITY OF TUKWILA SHORT PLAT NO 88 -2 -SS RECORDING NO 8811220969 SD SHORT PLAT DAF - BEG NW COR OF J FOSTER DONATION CLAM IN SW 1/4 OF SEC 14 -23 -04 TH S 0 -11-00 E 540 FT TO TPOB TH N89- 49-00E 137 FT TH S 0-11-00 E 120 FT TH S 89- -49-00 W 137 FT TH N 0 -11 -00 W 120 FT TO TPOB LESS W 10 FT. IN KING COUNTY, WASHINGTON. 1 REVISIONS No changes stud be made b the stops of work without prior approval of Womb Balm Division. NOTE: liftisioas wit require a my *submits' and mayincbde additional plan revitalises. LP" 25WA? CORRECTaON • M2 DESIGN 604/522 -4647 AU. COMES, ES, 5 PIM5 COS. AND OmpIS REMENNED OR RETARD) TO ME PROPERiY ND C1iND SY THE 112 OESiGE MERIER 11E POI= MR REICH RIIT ARE WEE IS EEO= OR NOT: nN WERE CiEJ1IER, OEMEfOPED NO PIIOOUCED FM RE SEE USE ON ND N OOMEIMON WR I DiS POW AND taE Cr 11E ABOVE WS BE O SCMOSED OR MI W OR USED If PM MOE Ella OR OORPOROOON PM AHf USE OR PURPOSE IKVSOEVER IIg1DI10 ANY 011ER PROEM EXCEPT WM WRRIDI PENMEN Of RE OESIGRENS. p amour IQ OM= MUNI ALL COST NCfEPSES TOR ANY AEx90N RUST BE MOWN 0Y THE DRIERS MR 10 COMMON: RE WORK REIQIINNO RE DOSS MEM ANY IIIMINIOROED COST iiCAf/ISES Ell. RE 1HE DIRECT REEPONSINUN OF THE . - • PERRNOI IG IRE RCM ME MIEN ND OESIGNEM ARE 1qi IINNOWED 10 APPAOYE NN COST Design Team Revisions Registration Net Ow. 0 PM PM EB 05/23/07 06/01/07 BUILDING PERMIT SET - 1 - 1 -4.6 • a1 P1•- C 8734 Oseatau REGISTERED RCHITE ELI BALACH STATE OF WASIMi7GTON KOSTOVIC HOUSE ADDITION 14036 55th AVENUE S WA 98168 206 - 248 5420 Sheet Title VICINITY MAP GENERAL INFORMATION Sheet No. A -0.0 0 a OMME T I CI t SO V s • cc 6 w = o_ _ or WCC i O" 1^ Wiz 1 at • ame allire W.I. .00 • (ilk FOUNDATION PLAN Scale: 1/4-.19-0- • : =o • Q(WIDe Ind YSIITILATION As/PER • V,g:C• . 1 7L661-PT: PER EVERY . 25• OF %PER WA1.I.. .VENTS••TO •6E 120 lc6 " cur WYb RIM 7.015T. b. cRN. C!VE : - • ee WALL •r(P. • .15' %7 coUC. F'16.T - Lor Mal 550,V 5 dP#ALT L f - �K !N-. 1.79.5 Lot 1 =0•4A gg -2-- wky,E. --b luv L T : MA 72 kcity\I vs se, i : 0002800th 1)1 LEG'ivp Exisro1G STOeM DQAM1 1 1 1 • . E��INnARV SE-t+!!E i►8o ---- -- 1 1 C'oijroge L JMi fad P2QPEery LW& • . , ral ThvsE * / .- NMI I 1Wzc4 ' U% usirt far r " SITE PLAN \ Scale: nts LEGAL DESCRIPTION POR FOS1ER JOSEPH - DC 139 LOT OF CITY OF 1UKWIA SHORT PUTT NO 88 -2 -SS RECORDING 110 8811220969 SO SHORT PLAT DAF - BEG NW COR OF J FOSTER DONATION CLAIM IN SW 1/4 OF SEC 14 -23-04 1H S 0 -11-00 E 840 FT TO 1POB TH N 89 -49-00 E 137 FT TH S 0 -11-00 E 120 FT TH S 89- 49-00 W 137 FT TH N 0 -11-00 W 120 FT TO TPOB LESS W 10 FT. RI KING COUNTY, WASHINGTON. SQUARE FOOTAGE HEW ADD1110N = +/- 169 S.r, TOTAL = *169 S.F. AREAS OF STRUCTURES: EXIST. DICE: 1560 SF REAR PORCH: 80 SF GARAGE: 450 SF 10TAL- EXISTING: 2090 SF ALL EXISTING & NEW ROOF EAVES ARE 12' OR 18' MID ARE NOT COUNTED IN AREA CALCUTATBONS ON PAGE A -2.1. DON NOTE DIMENSIONS ARE TO NEAR (OR FM) FACE OF SUDS ON EXTERIOR WALLS, FINISH FACE OF GYM ON INTERIOR AND TO FACE 01 MASONRY_ OR CONCRETE 1415111u- 41 GAME. SlTe PLA/s/ Meree,Bor *Uwe Foe aoRDOJV B2_oA)5OLJ SJh9RT P14 r (1.04) r ri %u1 • ' ko -i G •} 04 EstsTOX STOm EG = 175.5 1 . r v C; Cfle �p *I R, LA- N OZT/4 Se.ALE: c • _ •1 v - C • .III! 25 711" • • OP MOP D IM cnw• D ie Oft M2 DESIGN 604/522 -4647 fa NOOK ROMEO 10 aux% ONFOND NO PRODUCED NR DE �� _ DE WOO IOR INCH MIN ARE ME El DEWED at NOT. au DOE OONNEC Olf PROM NO NOE OF CIE E WE CO NO I t 1 N Ol9 ost° atom TO CR USED Of NW PERSON. NO OR CORFOI MON NR 11! USE OR PURPOSE IRIOSOEVER MUM MW 01IER PROEM OREP'E IINN NNW PERMEOON OF DE CEST p OMEN SO MGR mon ALL COST INCREASES MR NE TENON RUST OE MORON if 111E OPNERS PRIOR To COISENOO NOE IEOU NO DE COSA WORD THE PERSON P DE WOK �L BE 111E COON R ra eeRmf of DE MON= NO MOM NE az NRIONED TO WROTE NW 005E Design Team PM PM ES 05/23/07 Revisions 06/01/07 BUILDING PERMIT SET t 't -ta .-O7 . Pliers Registration 8734 REGISTERED RCHI STATE OF WASHINGTON ELI ALACH • KOSTOVIC • HOUSE ADDITION 14036 55th AVENUE S TUKWILA, WA 98168 206 - 248 5420 Sheet Title SITE & FOUNDATION PLANS Sheet No. A -1.0 0 Z11101201291611 1 i r-- c. a'e - .. . r.�,... ,. ..r. - ftECENED n OF 1 MI 07 2007 EEI;MT CE ; EL ORN+M stancoon 1UI4 V 1110 OESI615 REINEIUME OR REAM/ 10 ME FROMEIIIM No CIINW II( 1ME IQ teat EERIER WE PAo_ FOR MEW u Y NE MADE 1s MIRED OR RITE MA WERE COMM I nor® NO MODEM FOR WE SOIE USE OM NO M GONNE= MI WS ERUCT NO ME OF DE ME INE EC 019106E1 M Mal 10 OR MID IM EN FUME EMI OR =EON= FOR 1St 116E OR FIM 6E 1RWSOE11Dt IEMO: Elf OVER PROEM DEEM 1lPO1I 110IM1! PERNESION OF 1 E RESIGMRS. © WORE M2 OESICN IBM Nt aosr NORf1lSFS FOR NE REASON ERN OE NIRWINED IN DE OrDE11S PRIOR 10 COMM WE WORK REQII E 111E COST MEM NW MUM= 006T MADSEN W. SE DE DM RE:10MM OF 11E PEM90N PfM1611E NORIG Design Team M2 DESIGN 604/522 -4647 05/23/07 Revisions 06101/07 8[AI.DING PERUIT SET Registration REGISTERED ARCH1TE ELI A STATE OF WASHINGTON KOSTOVIC HOUSE ADDITION 14036 55 AVENUE S TUKWILA, WA 98168 206 - 248 5420 Sheet Title EXISTING PLANS Sheet No. • • • • • • • x Z 0 • • NOTE: CONTRACTOR SHAD. VERIFY AU. DIMENSIONS IN FIELD AS NECESSARY FOR CONSTRUCTION OF NEW WORK AND MODIFICATION OF EXISTING. NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH WORK. r 1 EXIST. LIVING RM o REMAIN �� i i 1 6r WORK DUST. WAIL TO iE 17340 (PIP) 2' -4 GI-IL- <ti _ i - '—_ EXIST. IN INO No chang 46" (H) PARTIAL wALL NEW LIVING RM r EXIST. by MO 0514T 6' -0' 14' -2' NIF) 1451f atiCRETE PAID INF. 0 0 I T 2 —0 0 DaST. O EXIST. KITCHEN No chang 1' CLOS EXIST. ! HALL 192- 5F , 1- 1 EXIST_ 'ATH 0 • -b1EW ENTRY Tor& twee 207 NEW FORUM /STAIR 11' -4" LP 14R LP (b" LP IAR • 2' -2' DaST. MALI fl t R LNRVC, MO 5F DOSE LPPER MOTOR LJViV6 00 5F NEW MAIN MOM LIVING IOC 5F TOTAL MN& L719 5F Taw EXTERIIOR agexr 10 5F BOST. evIRAGE irA9 SF DaST. REAR DECK So Sr PEW ENTRY P6! fl 9P Sr DaST. EXIST: EXIST. STAIR fi 1 EXIST. DECK TO NEW 1 RIOR CLOSET Io 5F E EXrERIOR a_ T TRELLIS AVOVE EXIST. FAMILY RM No change) 1 20'-0' EXIST: (VIF) Scolc 1/4=1E-0' • EXIST. SARASE 1 No chang TV". RAW (ANNE) 1 EXIST. ASPHALT DRIVEWAY E Z (Ak FIRST FLOOR PLAN 1 SMOKE DETECTORS os0_ A SMOKE DETECTOR SHAH. BE INSTALLED IN EACH HABITABLE ROCM. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED W EACH LOCATION !HERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24'. YOKE DETECTORS TO BE 110v, IN1ERCONIECTifD, 1111H BATTERY BACKUP. KEY NOTES O ALL INTERIOR WALLS TO BE INSULATED AS FOLLOWS: EXTERIOR 24 STUOWALLS — R19 F.G. BAITS INTERIOR SRIDWALLS — ACCOUST. BATTS — ROCKWOOL OR EQ. O ALL INTERIOR WALLS AND CEILINGS TO HAVE 5/8" GWB FINISH U.O.N. ALL NEW FINISH CEUJNGS HEIGHT TO MATCH EXISTING HEIGHT (1 -11' V.LF.) (U.N.O.) Q DECK IS LESS THAN 30' ABOVE GROUND, NO RAIUNG REQ'D. ►•••.•.•.•.•.•••.• LEGEND 2x6 STUD WALL 0 16" oc (MATCH EXIST.) EXISTING STUD WALL SMOKE DETECTOR DIMENSION NOTE: DIMENSIONS ME TO NEAR (OR FAR) FACE OF STUDS ON EXTERIOR WNJ.S, FINISH FACE OF GWB ON INTERIOR MID TO FACE OF MASONRY OR CONCRETE D ar 2 5 ;,x" • ML OROINS6. SPOCIENTONS. Meer EM NO OEENIS EMI= OR 10 ARE PROM NO CW© s'r TIE N2 MN. OCHER DE PI O= FOR NACU VET ME WOE IS MUTED OR N. THU WE CEA D. COWED MO PROOUC2D FOR DE SOLE USE CN AND IN 0010101011 =us PAOW NO NONE OF DE NM MU SE 061206ED OR CAN W OR USED FN NW PERSON. POI OR OORi'ORIOgI FOR ANT USE OR PIRiPOSE.WUSOtWR MONO MN OINER FROM. EXCEPT IRON UMW PERMISSION OF DE DESIGNERS. ©trx MON MUM AL COST MOSES FOR MN MOON 1SOT 6E NnONSED elf DE O ENS PRIOR 10 00111ENCO6 DE INK RB UNRO DE OM !CREASE ANY uwWNIOIOD) cost EICOASES ma( nE amaa RESPONNSOUTF OF TIE PERSON PERiOINNC DE VOW DE ARCHITECT A!O OUIDE s NE 1lCi NAEIOR>7ED 10 NUANE Na COST Design Teani DWIT Orson Dals Na o.r p. M2 DESIGN 604/522 -4647 PM PM EB _05/23/07 Revisions o s 06/01/07 BUILDING PERMIT SET _L_ 1 -so - o1 p'.dr1 Registration 8734 ELI I1lLl STATE OF WASHINGTON KOSTOVIC HOUSE ADDITION 14036 55 AVENUE S TUKWILA, WA 98168 206 - 248 5420 Sheet Title FIRST FLOOR PLAN Sheet No. A -2.1 t • • i 1 0. SE AREA a YORK EXIST. OVERHANG 1' -6' (TYP.) EXIST. VALLEY LIE TO CE DEMO ExIST. LINE BOST. rLDO LINE (cei To DE DEMO NEW OVERHANG 1'--6' (TYP.) , TYR 4" d PS 242 RAFTERS • 24" ac. (rYP_ Ut EXIST. 6" d. et/ TER (Y ) rn / 4.. (1- TEN TRELLIS 4X4 FEAACIVO EXIST. E ARI E WAIF AMMO LICE 040 MINK€E) NM SCUPPER (U O) w/ k" d. PS 1■IEW TRELLIS /Ali ROOF PLAN EXIST. LINE, TYR ,U. MUM SP(W1CAUONS. PING. WS, NO =CRS S OR REFERRED W /WE FROPE1t1Y NO cN ID Fr/ WE 112 CES N. WEEDER DE mama Fat 'INCH VW NE WOE is EkEI a ED at N. la 7ERE CAME ODEIOPED NN) PROOIIC D FOR 11E SEE USE ON No N QOINEA ON MIH MIS PRON:a NO NONE Of DE Ma ENE NE OISCEA6W OR OEN 10 OR USED W NH PERSOF. I I OR COMMON FOR NE USE OR PURPOSE 18WSOEVER *UM NN OM PROJOCI. Exam' UPON 1RiITRN PERIRSSIOH OF 1HE Ct GlIRS. © COMM V2 OESNxi UMW /EL COST INCRIASES FOR Nu RFA%N IRIST EE NJNIOPQED IN DE Oates PAIOR 1) COMM SE IOW( R601NIWO AE CC& assoSE. NE UINImiOROED COST lictE/ISES DLL OE THE Ma RESPaps1NNR1f aF 11E PER90N PEIUCINEiw THE BORIC DIE NRC$IREcT No OESE ER5 MC NURIOREED 10 NNW NV 0067 ▪ x Design Team a DOOM allIChad o.a. M2 DESIGN 604/522 -4647 PM PM EB 05/23/07 Revisions No, Dab Dssalplon 06/01/07 BUILDING PERMIT SET T 1 -4o -01 RL41 Registration KOSTOVIC HOUSE ADDITION 14036 59 AVENUE S TUKWII,A, WA 98168 206 - 248 5420 Sheet Title ROOF PLAN Sheet No. A -2.2 O mo ' • • • • • • i 1 e. 24 e enacts.- -LEFT - ELEVATION . __ - .2X4 CE,r - IRIM • - : . T ,4R6 WIIdV.. '2x6. 'TRIM ■ m �,�' = \ - -_-9 ,_ ice • err � •• - - . ... s.�- s. • t•re ■ s II Ph MI �-- :lit a o-rr ;,.: 1 � �'. -� 1..�?1 - ■ - . ewe �r . , Mva NI , -•- ILIA � rim Ei .jaws! ii UM* �■ ■ - - E : : I IN 11 rur ria mini lliEl ES nr:i , ■ ! E ...- i la PAM MI MIMI MB I �� — MI saw M e %17's' , - fo-2 (1t0.) FIECENED CETV OFr .t;y 07 rim - 'r ;�ti AL oRNSIIxs, SPECNC I NIR NAM WS. NO KO OS IRMO= at REFUND NE PaOPERO, No Or IX 11E IN omac IE]RTIRTI lif roma toff aoal RV ME VME Is ORM _OR N nET 1ME AMR, MINED MD MOOUCED MR RR O NO NOTE Of AN MOUE IN HE N 19M ONED OR CAIN 10 OR US® BU Nw PERM INN CR GARRISON FOR NW USE OR PURPOSE INRSONER RUM PRY MN PROM ECCEPi UPON IN NEN PEINIEION Of 11E OE9CN#AS COMM O06= MEM XL R 10 COE�E = RENEW i MT OEREAS AE 0/IRRS NK ITI ANOR® COSTMOSES TILL BE TEE OEM SIESFOKSETUIT OF RE PERSON PENFONUR DE IIOIUL RE MOWN NO NAACO ME si NIRIOfNIED W RPM NIY COST Design Team • f Dab Revisions a� aw. M2 DESIGN 604/522 -4647 PM P11 Eft 06/01/07 BUILDING PERMIT SET Registration REGISTERED ARCHITECT ELI STATE OF WASHINGTON 8734 05/23/07 Oeseeplbi KOSTOVIC HOUSE ADDITION 14036 55'' AVENUE S TUKWILA, WA 98168 206 - 248 5420 Sheet Title EXISTING ELEVATIONS S'reet N0. A -5.0 0 210E00010101. 2E • s s 1 1 1 i 1 0 • � Li 11 L,J_ CRAWLSPNCE VENTA.ATUON, TYP. CRAW4SPNCE LINE; TYP. 12 5' 10' NEWIW00D /GLASSY -NEW WOOD/GLASS L --- E DOORS DOME DOORS _1_ J EXIT COMPOSITION ROOF 20' NEW CITE STEPS AND ENTRY PORCH 0' 12 WOOD SWAIM TO WITCH EXIST. UNE OF ILL WPM_ 11) 1SL i]Ji 0. • • 5' NEW COMPOSITION ROOF TO MATCH EXIST. 10' 1i NEW BEYOND 11 rl 1"1 _L J L FRONT (WEST) ELEVATION Scala 1/4%.-1 20' LEFT SIDE (NORTH) ELEVATION RECEIVED CITY OFTUKP RA JUN 1) 7 '2 o1 mow • M2 DESIGN 604/5 -4 NL ORRINGS, S IC101011T* run LC . NO OEMS IIED OR REFUSED 10 APE FROPE111Y NO MED IN NNE 1f2 OE31d1. VE1lim DE FAG= FOR NNW DO ARE WIDE 6 U®OUED OR NOG DEY SUE CNFIIIlE, OE1II30PED AND PROOUDD FOR NNE SOLE 119E ON NO N OONIEIION VIN DRS PROM no NONE OF DE ABOVE Mt BE Date= OR CN PI W OR USED IN NE mat 17111 OR CORNRIOION FOR ANY 115E OR PURPOSE V W90DER SCUMS IN OVER PfiWELT, UxEPf UPON V11mi PEPNISSION OF WE OESCIERS. © comma 1f2 DESIGN MEM ALL COST !CRUSES FOR ANY !NAM MN OE /11MOINE0 OF DE MRS POOR 10 C01RE11C012 11E %CNC NNW 11E 0067 MOM NIW IRMINIOPRFD COST MOMS 11[L NE NNE ORDCf NE37'CNSN ION OF DE PERSON PENNED 11E HONK 1E ARCNI1L NV DE NERS 111E 1101 MOWED 10 mime( RV 020 MIMS Design Team aaa Deb PM PIA (El 8734 05/23/07 Revisions Oaratilbs 06/01/07 BUILDING PERMIT SET REGISTERED . ARCHITE ELI BALA L-4 STATE OF WASHINGTOMM 14036 55'' AVENUE S TUKWILA, WA 98168 206 - 248 5420 ELEVATIONS A -5.1 ammassai Registration . KOSTOVIC HOUSE ADDITION Sheet Title Sheet No. t t • 1 1 I a. 0 CONSTRUCTION ASSEMBLIES: ROOF: ROOF SHALL BE 30 YR ASPHALT SHINGLE ROOFING OR OWNER APPROVED EQUAL INSTALLED PER MANUFACTURERS REQUIREMENTS OVER 30# FELT LAP 8" AT ENDS OVER 1/2' CDX PLYWOOD SHEATHING WITH SIMPSON SEAM CUPS OVER STRUCTURE. MATCH EXISTING ROOF. INSULATE ROOFING AND FLASHING FROM CONTACT WITH DISSIMILAR METALS MERE NECESSARY. FASTEN WITH ROOFING NAILS TO SHEATHING AND /OR STRUCTURAL MEMBER. INSULATION SHALL BE R -38 FIBER BATT ABOVE CEIUNG. VENTING THROUGH THE ROOF STRUCTURE SHALL BE BY WAY OF 2" CONTINUOUS SCREENED VENTS, CONTINUOUS RIDGE VENT ACCESSORY AND GABLE VENTS INSTALLED BY ROOFER. EAVE FASCIA SHALL BE 2X12 WITH 1x8 TRIM. GUTTERS SHALL BE HUNG CONTINUOUS ROLLED TYPE, STEEL GALVANIZED 1MTH ENAMEL COATING AND MOUNTED DIRECTLY TO FASCIA %TIN DOWNSPOUTS MOUNTED TO THE SIDING MATERIAL, TO MATCH EXISTING. WALLS: WALL ASSEMBLY ABOVE GRADE SHALL BE WOOD SIDING INSTALLED AS DEUNEATED ON 1HE BUILDING ELEVATION OVER TYVEK OR OWNER APPROVED EQUAL OVER 1/2" CDX PLYWOOD OR OS8 SHEATHING LAPPED TO FASTEN SECURELY TO TOP AND BOTTOM PLATES OVER 2x6 STUDS AT 16" O.C. WALL CAVITY TO ACCOMMODATE FIBER BAIT INSULATION WITH AN R FACTOR OF 19 OR GREATER AND INCLUDE A 4 MIL POLY VAPOR BARRIER. THE INSIDE FACE OF WALLS SHALL BE SHEATHED WITH 5/8' GYPSUM WALLBOARD WITH POLY VINYL ACETATE COATING AND TWO COATS OF LATEX PAINT. FLOOR: FLOOR ASSEMBUES SHALL BE FINISH FLOOR AS DESCRIBED ON THE FLOOR PLANS OVER SUBSTRATE AS REQUIRED OVER 3/4" T&G PLYWOOD GLUED, NAILED, AND SCREWED TO STRUCTURE (MATCH EXISTING CONDITIONS, VLF). R -38 BAIT INSUtATION 1/2' GWB CMG & 11 /AU. GLAZING dt JAMB PER SCHEDULE - SEE STET A -7.1 (LAZING & JAMB PER SCHEDULE - SEE SHEET A -7.1 SUBFLOOR MATCH oast. FLOOR FRAMING R -30 8I11T * SOAIIDN 11 FLOORS 'moo 6 1L VISQUEEN VAPOR BARRIER OAIR OObPACIED MTH NOTE MATCH EXIST FOOTING DONORS. WALL SECTION Sea= 1/t'1' -o • • CONC. FIG PER 9CLEDIRE PUCE WAN FROST LIIE (MIN 18" BELOW FN . GD.) ON COMPACTED SOT. 4' PERF PPE w/ HOLES DOWN N UNSHED man 'lei name we IF/ 6 SAND TUFTING. affre A1-4 a IN P14 Tyr 30 YR COMP. ROOFING MATERIAL OVER BLDG PAPER OVER PLWD SHEATH. 2x4 TREWS RAFTERS SIDING (MATCH EXIST.) PER ELEVATIONS OVER 1/2' OM EXTERIOR WALL SHEAVING SLOPED RC CEDAR TRW, BEYOND 4X4 TRELLIS SUPPRT WOOD BEAM 4X4 TRELLIS SUPPORT COLMAN WOOD SIDING (MATCH EXIST.) PER ELEVATIONS OVER 1/2' o58 EXIE1ttOR WNW. SHEATHING NW WOOD DECK TO BE 1' BEM DC FIN FLOOR, HATE AS REQ'Q, GENERAL NOTES 1. STEP FOUNDATION AS NEEDED KEEPING BELOW FROST UNE MANN EXISTING FLOOR PINE FLOOR PLATE 1 0 I NW) ji 11 11 11 11 EXIST. WOOD SHINGLE SIDING, TYP. 00 M -1 %'.► 1 ; E 30 YR COMP ROOFING OVER BLDG PAPER (MFRS RECOMMENDATION) OVER PLYWOOD SHEATHING, PER STRUCT. CONE WI G UI ER 1i' PAINTED 1R*1 2x12 EAVE JOIST 0 CATIIEDRN. CMG FASTENED 16121AmUm ROOF - HMS - 2.1 (AWLSPACE - R30 CATHEORN. CLG -jp$ 20 SD SIDING (WITCH EXIST.) OVER IMIC HDUSEWWIP OVER 1/2' ECHERIOR IV& SEATING DER 2x6 WOOD STUDS WIT/ R-19 BATT INS., 3' GWB INSIDE • TYP. WALL SECTION Soda I# -d A ° Ba t T r iwilm INSULATION MATCH EXISTING V.I.F. APPLY {MILD BAFFLE MUM& PROVIDE 1 SF OF NET FREE AREA FOR EACH 150 SF OF CRAWL SPACE AREA USING SCREENED VENTS ([0 MATCH COST) SUBFLOOR PER STRUCTURAL FLOOR FRlIHM PER STRUCTURAL R -30 BATT IRRITATION IN FLOORS (0 II CON ! ! ffM = S . FIG TO HUTCH D05TY % PLACE BELOW FROST LANE DIN 18' : IEL ui 0 . N Ftsl. GO..) ON oIEAC'iED SOIL � vI9Q1iEEN IIAP�OR 1 BARIRER DER cowcwo I L — .W1H�eIpSlFfIFd -1 F011KWION NOTE ir MEN, JV ova BOLTS 0 6 FOOT cc VP. FOR SIM STORRCANC. FIG TO WITCH DOSING, lila BEEN FROST LINE r 811011 04 ! 1 comma s ot� `) • 12 NEW STAIR AND ENTRY PORCH 5' • 10 12 Snob: I/4=1'-O" 1 L__.J BLDG SECTION 20' BLDG SECTION Scab: F / 4! = 1'_o" F LA ,i•!- 2 5 ik:1i • M2 DESIGN 604/522 -4647 ALL OREM% SPECIf1 'i PLM1S, was, AND EMIG REPRESEN1ED OR REFERRED To 1* ISOPERIT AO OMIED FM DE II! OfRI;11,11 OND DE PROJBCZ RE D IaI LILY ARE WOE IS WORM OR 110E TREY DEAF CREAM MILORD AID PRODUCED FOR TIE SOLE USE ON NO 11 COMM DAN 11ES PROW NO NONE Cf DE ABOVE IDO< OE O19CLOSED OR COO TO OR USED BY AEir PERSON. FIRE OR CoRPORAION FOR NE USE OR REPOSE TRIDSOEVER Na1I=N0 NE 0111488 PROEM OWE OPCR TiM1llN PEIN SIGN CF THE ME ERS. ® comic Lit GLEN ROM AL COST NCB FOR N11' REASON IIVST OE MOM) BY 11E COOS PJIOR TO COMM DE TIORIC MOM 11E COST WEISE ANY UOURIOR® COST INDEAES TEL BE TIE O1IL9C1 P SPON90I1NY Of LIE PERSON PERFORM THE DOM TIE ARaIRiCT NO DESIGNERS TIRE Eff AIJDICRIZ D TO AMOK Alt COST NCRFASES Design Team PM Phil EH 05/23/07 Revisions No Ode Dasoblko 06/01/07 BOUND PERMIT SET Ii 1_4001 . P 411 f. Registration 8734 REGISTERED ARCH - CT ELII3 STATE OF WASHINGTON KOSTOVIC HOUSE ADDITION 14036 55' AVENUE S TUKWJLA, WA 98168 206 - 248 5420 Sheet Title BUILDING & WALL SECTIONS Sheet No. A -6.0 s a MARK LOCATION FUR AMT TYPE OP'NG SIZE MFR U -VAL MAT'L GL -SQ FT REMARKS 1 FOYER 1 1 DBL SWING WD /GL 2'- 073'- 0'x6' -9' CUSTOM 0.20 SD WD /GL 30.5 TEMP GL/LOCK (DIVIDED UGHTS) 2 INTERIOR CLOSET 1 1 SUING WD (2) 2' -6' X 6' -8' 0.4 14 WD O'- 2'/6' -9' (VU) TEMPERED GLASS oirorsi 3 EXTERIOR CLOSET 1 1 DOUBLE BIFOLD 2' -6' X 6' -8' 16 16 VD INSUL GLASS LOCK TYPE LOCMION ALIT TYPE WP'NG SIZE (WXH) MFR U -VAL SF/UNIT TOTAL SF SILL/HEAD REMARKS A LMNG ROOM 2 CSYT /FIXED 6' -0' x 6' -9' U -VAT. TO BE VERIFIED, 1W. 0.4 41 41 476' -9' (VW) TEW'ERED /INSUL. CUSS B INTERIOR CLOSET 1 FIXED 2' -O x 6' -9' - 0.4 14 14 O'- 2'/6' -9' (VU) TEMPERED GLASS oirorsi C ENTRY CEILING 1 FIXED 1'- 0' x 7' -2' x 3' -5r - 0.4 16 16 3'- 376' -9' (VLF) INSUL GLASS • 1 _1= n WINDOW SCHEDULE TOTAL HEATED SPACE 1st FLOOR = 1059 SF 2nd FLOOR = 670 SF NOTE: WINDOWS ARE INDICATED ON PLANS & ELEVATIONS WINDOW TYPES DOOR TYPES Door Type 1 • lw' T. G • MANUFACIURER PER OWNER TOTAL GLASS SF: TOTAL DATED SF: PERCENTAGE OF GLAZING TOTAL. X 1 4.10X I 71 1729 SF 4.10 R Door Type 2 NOTES: 1. WINDOW VENTS AS REQUIRED. 2. OPERATION SHOWN ON ELEVATION • z DOOR SCHEDULE 1 Door Type 3 MANUFACTURER PER OYIRMER NOTE: VERIFY SPECS W/ OWNER PRIOR TO PURCHASE AND INSTALLATION PROVIDE 3 MASTER KEYS AND 3 GRAND MASTER KEYS FOR ALL DOORS WITH LOCKS • • TOTAL GLASS SF: TOTAL HEATED SF: PERCENTAGE of GLAZING 30.5 1729 1 1.8 X I PNER(Y NOTES - TABLE 6.1. OPTION IV, 2003 W.S.E.C 1. ALL COMPONENTS OF NEW BUILDING ENVELOPE CONFORM TO TABLE 6-1, OPTION N OF THE 2003 WASHINGTON STATE ENERGY CODE AS FOLLOWS: GLAZING U- FACTOR (VERTICAL) = 0.35 MIN GLAZING U- FACTOR (OVERHEAD) = 0.58 III DOOR U-FACTOR = 0.20 MN FIAT CEILING = R38 MIN CEILING 0 ROOF DECK = R38 MIN VAULTED C $JIG = R30 N WALLS = .R19-U9i Kt4 4411J FLOOR OVER UNHEATED SPACE = R30 MIN SLAB ON GRADE = RIO MIN (UNDER ALL SLAB) NO1E PROVIDE ROOD FOAM INSUL WHERE 1' MIN. AIR SPACE CAN NOT BE MAINTAINED OVER F.G. BATTS. 2. SLAB ON GRADE IS HEATED WITH EXISTING HEATING SYSTEM -- V.I.F. ( EXISTING BOILER IN GARAGE). VERIFY CAPACITY OF BOILER 1)61 MOVED r 07 2:.ti M2 DESIGN 604/522 -4647 AL COOSA SPECIRCNIONS. PINTS, EWA4r NO MOM REPRESEMED CR RETIRED TO NE PROPERTY NO ODD IN AN: I12 0E9611, WETTER AE PION TOR 111101 DIY NE WOE IS DIMMED OR N. AU WERE MAO team NO PROOVCEO FOR AE SOLE I16E ON 10 N CONECIIOTI WIN AIS now NO NOTE OF AE AIWA WA 6E OIS USSIO OR OMEN W OR USED IN NK PERSON. FINE OR CORFCI KIION FOR NW ME OR PORPOISE 111811501112 SCUM MI ono PRO= EXCEPT UM MIEN MOM Cr THE OE'S1GlER& © COPWOCIlT 112 OESAR AL CO 6i NCREMES FOR NO AM ON KIST SE ARNORRED ST ilE ANDS POOR W COMM AE DORIC RBpUM DE 006E 1l(. NW UwIWgROED CAST SEW= MIL BE DE OOZE RE3110N%IRV OF AE PERSON PERR:ONO AE WOOL MIDIECT 10 OESaXms PE 1IRIRQ D 10 MIME NW COST Design Team Oslo lb. Oslo PM PM EB 05/23/07 Revisions O1oelian 06/01/07 BUILDING PERMIT SET Registration 8734 REGISTERED AR{ITE BA TI STATE OF WASNLLiGTON 1 KOSTOVIC I DOUSE ADDITION 14036 55 AVENUE S TUKWILA, WA 98168 206 - 248 5420 Sheet Title DOOR/ WINDOW SCHEDULES, NOTES & DETAILS v hCi.i No. A -7.0 0 XX4162 DESIGN • 3 •