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HomeMy WebLinkAboutPermit D09-016 - WALLS RESIDENCE - SHOP AND PUBLIC WORKS ACTIVITIESWALL SHOP 4910 S 164 ST D09 -016 Parcel No.: 5379800385 Address: 4910 S 164 ST TUKW Suite No: Tenant: Name: WALLS SHOP Address: 4910 S 164 ST , TUKWILA WA Owner: Name: WALLS JOSEPH Address: 4910 S 164TH ST , TUKWILA WA 98188 Phone: Contact Person: Name: JOSEPH WALLS Address: 4910 S 164 ST , TUKWILA WA 98188 Phone: 206 - 915 -0456 Contractor: Name: OWNER AFFIDAVIT - JOSEPH WALLS Address: 4910 S 164 ST , TUKWILA WA 98188 Phone: 206 - 915 -0456 Contractor License No: DESCRIPTION OF WORK: CONSTRUCT 1144 SQ FT SHOP. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 CityIbf 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.tulnvila.wa.us $47,464.56 V -B DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D09 -016 Issue Date: 06/09/2009 Permit Expires On: 12/06/2009 Expiration Date: Fees Collected: $1,762.11 International Building Code Edition: 2006 Occupancy per IBC: 26 D09 -016 Printed: 06 -09 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Permit Center Authorized Signature: The granting of this p construction or the Signature: Print Name: doc: IBC -10/06 Y Water Main Extension: Water Meter: N (JAL Volumes: Cut 0 c.y. Private: Profit: N Private: D09 -016 Date: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: D09 -016 06/09/2009 12/06/2009 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. mit do not presume to give authority to violate or cancel the provisions of any other state or local laws regulating orm• e of work. I am agthorize to sign and obtain this development permit. /- Date: (7 - Q- O9- c L/41s This permit shall become null an 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. Printed: 06 -09 -2009 Parcel No.: 5379800385 Address: 4910 S 164 ST TUKW Suite No: Tenant: WALLS SHOP 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 PERMIT CONDITIONS Permit Number: D09 -016 Status: ISSUED Applied Date: 02/10/2009 Issue Date: 06/09/2009 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 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. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 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. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation doc: Cond -10/06 D09 -016 Printed: 06 -09 -2009 off -site or into existing drainage facilities. • • 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 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 18: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. doc: Cond - 10/06 * *continued on next page ** D09 -016 Printed: 06 -09 -2009 • • 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 perf . mance '.f work. Signature: Print Name: doc: Cond -10/06 Date: D09 -016 Printed: 06 -09 -2009 C/TY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://ivww.ci.tukwila.wa.us 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 ** SITE LOCATION Site Address: +10 5 I I6el t" / Tenant Name: YY$epA LQ /5 Property Owners Name: To5c p VA j I5 Mailing Address: fti CONTACT PERSON — who do we contact when.your permit is ready to be iss Name: -7C7592{N r► L/t�[1s Mailing Address: tl 1 i V 5 ! 6 ail. 5 f E -Mail Address: /c.I I /.5 J /i,✓ E1® c / 1 Cori GENERAL CONTRACTOR INFORMATION (Contractor Information; for Mechanical (pg4) for Plumbing and Gas Piping (p Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: B(t i I c e s u r iv\ Mailing Address: P10. Contact Person: Rich E-J , Ley Contact Person: E -Mail Address: rI C , rao keS Pl l h COP\ Eng All plans must be` ENGINEER OF RECO Company Name: A6-1,(r) - p Mailing Address: / 311 5 3 rot, E -Mail Address: 1 hotho f ria5-1- cc , GCJ/"t H:\Applications\Forms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised. 1 -2009 bh stamped Plumbing /Gas Permit P ublic Works Permit No. Project No . Building Permit No, Mechanical Permit or[ofce use, only)`' King Co Assessor's Tax No.: 537 9 SD '- b 3 85" Suite Number: Floor: New Tenant: ❑ Yes No 5 T Day Telep State � y hone: .06 - 9 i O L I 56 IJ kV/ City Zip Fax Number: nail € City Day Telephone: Fax Number: Expiration Date: State Zip maple CY 1"' j wA-- q r Day Telephone: t�L) a5 _ Sta : j 1 a. - 5NC Fax Number: "! a5 li t/ v - f C 7 r Akw) G/1- qw3 3 City !J _ 7c;t79 State r� Day Telephone: /mot/ 5 " � d• Fax Number: L i g5 •9 .q6 Page 1 of 6 BUILDING PERMIT; INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ dl 70 000 Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes 3' Floor Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing 95 L .Jcx a 50 H:\Applications\Forms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised. 1 -2009 bh Bui l In 5 c p 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below nterior Remodel Addition to Existing Structure New Type of Construction per IBC - Type of Occupancy per IBC 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: 350 Lot Area (sq ft): 0 glo Floor area of principal dwelling: 350 Floor area of accessory dwelling: 1 I 1 -1 1 -1 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primacy residence. Number of Parking Stalls Provided: Standard: J\Gme Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this,applicati Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This cure 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 plrmit 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 requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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 OWNEIt1+p Signature: Print Name: Mailing Address: 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). R AUT RIZED AGENT ., Q y /& 5 J6gt Date Application Accepted: RWpplications\Forms- Applications On Line12009 Applications \1-2009 - Permit Application.doc Revised 1 -2009 bh Date Application Expires: /11/ NMI MO WWI Day Telephone: City Date: /°‘ v 9 2O6-9/5 -C711 ctiv65 State Zip Staff Initials: v Page 6 of 6 _ . "`Fix 3 ; • e. Bathtub or combination M1 Bidet / / j..-- ' bath/shower .:'6t ■ rje Clothes •. °r, domestic ,.�;; � i( Q / ' - d Dental unit, cus . Vie, , } Dishwasher, domestic, ■ Dri '/1;_ fountain or with inde •endent drain w. ��", ooler •er head c aste grinder, ,441 ercial Floor Drain Shower, single head traps ory Illpi; " ash fountain Receptor, 'p" ct waste Sinks , ¢ 'r k , r'r #r s %. Water Closet Buildin: r er and each trailer sewer 4. Rain water system — per : ;t kt ater heater and/or ve ; drain (inside building) ! 4' „ E o' Industrial waste treatment interceptor, including trap and vent, except for kitchen i •e :rease interceptors P Each .ax se trap (co i d to not more th : obi fixtures - <750 • capacity) g 9 for for i Grease interceptor Repair or alte : /� - " of P �')�; P commercial kitchen (>750 • ✓! water pipin i or water gallon capacity) fi, treatment •ment jCJ ;'i, 11 ail Repair or alteration of P drainage or vent piping f 6 al gas piping l g PP g t 4 m serving 1 -5 .; "ts /outlets for a h4 ,+ cific gas Each additional medical { f!•� Back ;�.',ti' •rotective gas inlets /outlets greater -; g g r rr dev ��:�• er than than 5 S ? a• ' + eric -type vacuum ,! ers 2 inch (51 mm) j j�` eter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter r� ''/'including („ / i ach lawn sprinkler l •.x stem on any one meter backflow i protection devices Atmospheric -type va•, i j tmospheric -type breakers not include i Vii' vacuum breakers not lawn sprinkler back / included in lawn protections (1 -5) j ;:':, sprinkler backflow protections over 5 Gas piping outlets i^i5 P IPP UiV IBIg G i tict G PIN F 'PE RMI INFORMATIO � O6 431 -3670 +f^' ,s ' S', - h- ONTRACTOR INFORMATION State Zip ;`,..y Telephone: ax Number: Expiration Date: PLUMBING AND G Company Name Mailing Ad Contac E -t ddress: Contractor Registration Valuation of Proj Scope of Work Building '1 (per I "'E' tiding Code): s•. Occup • : (per : uilding Code): Utility Water: Indicate type of plumbing fixtures and/or g H:1Applications\Forms- Applications On- Line12009 Applications11.2009 Permit Application.doc Revised: 1 -2009 bh ing outlets being installed and t Sewer: tity below: Page 5 of 6 Receipt No.: R09 -00856 Payee: JOSEPH WALLS ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 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 RECEIPT Parcel No.: 5379800385 Permit Number: D09 -016 Address: 4910 S 164 ST TUKW Status: APPROVED Suite No: Applied Date: 02/10/2009 Applicant: WALLS SHOP Issue Date: Payment Amount: $1,187.90 Initials: WER Payment Date: 06/09/2009 03:33 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1867 1,187.90 Authorization No. Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 640.237.114 883.40 250.00 25.00 25.00 4.50 Total: $1,187.90 P RECEIVED Printed: 06 -09 -2009 Receipt No.: R09 -00227 Initials: WER User ID: 1655 Payee: JOESPH WALLS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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.: 5379800385 Permit Number: D09 -016 Address: 4910 S 164 ST TUKW Status: PENDING Suite No: Applied Date: 02/10/2009 Applicant: WALLS SHOP Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1831 574.21 Account Code Current Pmts 000/345.830 574.21 Total: $574.21 • Payment Amount: $574.21 Payment Date: 02/10/2009 02:22 PM Balance: $887.90 PAYMENT RECEIVED doc: Receipt -06 Printed: 02 -10 -2009 Project: . MIS A Type of Inspection: . � \ Address: I r' 5' 1 , I ' .� ( � Date Called: Special Instructions: I 1 141 sei . Fr ^ Sl eI) Date Wanted: r - . .� - 2 i --(c3 p.m Requester: Phone No 2d( _ 9(s -01s0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION A aoq -v(So PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ?0 COMMENTS: � vjlt L wpy--vv,i 4-- (L ket /1: s fr Inspect° A. Date: _� � :10 $ .0 s'REINSPECTION PEE REQUIF ED. Prior to inspection, fee must be p i . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reci • t No.: [te: Approved per applicable codes. Corrections required prior to approval. Project: I �� '✓ � Type o spection: n c t.A.... 4 . Ad Ord � . L� Date Called: I/1570 Special Instructions: � Date Wanted: SO Ca•� f1 i i') p.m. Requester: L JPt( S Phone No: 2,1 C — O ) t s —o Li go INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tp 11-)A-ifo Inspector: Date: EJ $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: Project: W'9 //5 Shed r) Type of Inspection: k 6 Address: /q /o /6 V 57 Date Called: Special Instructions: Date anted: �.m / A–/– / p.m. Requester: Phone No: r72-0 ,6 c/S G V .S/ INSPECTION RECORD Retain a copy with permit INSPEC9 • N NcY. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 "Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspecto Dates 60.0 REINSPECTIO EE EQUIRED. Pr or to inspection, fee must be paid -t 6300 Southcenter Blvd., Suite 10'. Call to schedule reinspection. Re e• •t No.: 'Date: Projec : A 1 S ^ � i-- Type of Inspections 6 (( Z. Al A 44/ 6 ` ' `^ Date Called: r ( f(1 Special Instructions: Date Wanted: q 1 Q�1.•d� 01- p.m. Requester: Phone N�: (s ' l _ _ _ J INSPECTION NO. 1J INSPECTION RECORD n J l _��I'_ Retain a copy with permit IJ IIPP PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 COMMENTS: or e . 60.00 REINSPECTION F E REQUIR . Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: /o _ "- $ 'Date: Approved per applicable codes. LJ Corrections required prior to approval. Al Gam' COMMENTS: Type of Inspectiot- Ac),drgfs' ` �� Date Called: /0 i cv Ap v Special Instructions: \ ° / 24 LT 1 I S f Azw` 0e e-\ . t r TI) Y 1 i 0 1 c i 41 1 Si) P PI Cd1A.■ in 91 � cP 16 V 1 Or. Dice) ki <<fi lb k k \1'k u uC—• ,-„ € 1-', , P jec : Type of Inspectiot- Ac),drgfs' ` �� Date Called: /0 i cv Ap v Special Instructions: Date Wanted: 1 ] 2P a.X p.m. Requester: Phone No: 2--0(Q_ -- 91 � / 6 ? of\ INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: v7,64 Date: 1 1 -76 1 (-3C / Receipt No.: Date: COMMENTS: Type of I . Al Addr (O / (P � J I J 1 D Gil Ao r A J o , r` 1 , - e u , i ki s s 1 � (c Requester: i Phone No' (' 5( S _ O1 `, ,3, i,. t IA k S 4r c--"■ . ( a .fu ,Li A I^J . �v p ( „ , fL -e ; 1"1 (1�. /, a f T 4,41,) ; ( 4 , !�-eI ,M I t i r. . ` Project: , e , ( s k Type of I . Al Addr (O / (P � J I J 1 Date Ca led. Instructions: 11\44 CQ Date Wanted: a.m. -Fr---24'q vi- Requester: i Phone No' (' 5( S _ O1 `, INSPECTION NO. INSPECTION RECORD Retain a copy with permit c - of f PEI IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. GO Ins ector �i1 f Date: Z4 _ ) ❑ $60.00 REINSPECTION FEE REQU Prior to inspeetion,°fee must be; paid at 6300 Southcenter Blvd., Svite 100. Call to schedule reinspection. Receipt No.: Date: r 7 COMMENTS: r)14 •..t --D u ex C ,3 al- 4.- t,J /fit U. Typef o D kte, I\ S i 6J , Q. 2t,, SE° .e P J � e . .el A pf 6 Je..si JO a f 4 Special Instructions: / 2) t)yiA Xi- A i -4644Q CAr D (I -eJ App (D ki J. 6f pc "-tk, k ' L ~ ( i'. t-t A z tl,ki 0. SJck4I1 ft f J.s :` ®/1 A- T s - Proje k t p Typef o D to : 2 a Address: ,. 1� ( v sot t c s" ` t Date Called: jM sti.ea 'h Special Instructions: / Date Wanted: 14' del a 4 Requester: Phone No: 7.a l 045 d4 Approved per applicable codes. b ()Is' ° INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' =Cf 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Corrections required prior to approval.0 j Inspector: r t Date: . .„ , .""") i q Cr r7 $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: Project: (49 //S S' I Type of Inspection: - / 44/1d 1 1r W4 1/ /:- Address: 1, /a / .4 ys Date Called: Special Instructions: Date Wanted: a.m. o - 2S - O 5 p.m. Requester: Phone No: .vl -5/ 5 -ays 4- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 I INSPECTION RECORD Retain a copy with permit COM MENTS: 2' / "'err( /'.%/ e Inspector: 0 REINSPECTION FEE RE at 6300 Southcenter Blvd., UIRED S uite Date: rior to inspection, fie must be 00. Call to schedule reinspection. Re g ipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: \ Address: -mss /o ..S /4y S Date Called: Special Instructions: Date Wanted: 2J- c a.t . p.m. - Requester: Phone No ,20 -c a'S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. Ei Corrections required prior to approval. 7 COMMENTS: 7 I pect Date: 0.00 REINSPECTION FE EQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Bl d., Sui e 100. Call to schedule reinspection. eceipt No.: Date: ASHCON CONSULTING 1312 3rd Street Kirkland, WA 98033 Tel: (425) 822 3009 Fax: (425) 822 2679 Cell: (425) 3512085 BASIS FOR DESIGN: INDEX TO COMPUTATIONS: ERS THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE OR SOILS CONDITIONS. LATERAL CALCULATIONS FOR WALLS SHOP CLIENT: BROOKES DESIGN tDO'1 JOB: WALLS SHOP BY: R.B./M.K DATE: 2/3/2009 CODE: INTERNATIONAL BUILDING CODE (2006 EDITION) WIND: 85 mph, EXPOSURE `B" Kz = 1.4 SEISMIC: Ss = 1.55, S1 = 0.55 (SITE CLASS "D ") ROOF SNOW: 25 PSF FILE COPY PAGE G1 of 16 GENERAL G1 — G3 LATERAL L1— L13 1p REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 10 2009 PERMIT CENTEF Item Material Load PSF Roofing Composition 3.0 Sheathing or Decking 15/32 CDX 1.5 Insulation R38 3.0 Ceiling 5/8 GWB 2.8 Fixtures 2.6 Framing Truss 2.1 Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations Page: G. 2 13 Ashcon Consulting Engineers LOADING CRITERIA FOR ROOF AND /OR CEILING - Main Roof Area - Canopy or Mansard Roof - Ceiling Only - Other TOTAL DEAD LOAD : 15 PSF LIVE LOADS - Snow Load - 25 psf - non reducible - Ceiling Only - 10 psf - Increase in Fb and Fv of 15% allowed for duration of load Item Material Load PSF Floor Covering Carpet and Pad 3.0 Floor Sheathing 3/4" T &G CDX 2.3 Ceiling. 1/2" GWB 2.2 Fixtures 1.0 Framing TJI's 3.5 Misc (Tile) 3.0 Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations _Page: Gt 11 Ashcon Consulting Engineers LOADING CRITERIA FOR FLOOR LIVE LOADS - Residential - 40 psf (reducible) - Office - 50 psf (reducible) - Assembly - 100 psf (non - reducible) - Corridors and Exits - 100 psf (reducible) - Storage - 125 psf (non - reducible) Where allowed, live load is reduced by 0.08% per square foot for areas greater than 150 sf to a maximum reduction of 40% for members receiving load from one level only and a maximum reduction of 60% for other members. R = 0.08 (A - 150) TOTAL DEAD LOAD: 15.0 PSF shcon • onsultin • Engineers 12 2nd Street ldand, WA 98093 I: (425)8224009 is (425)822 -2879 U: (208)3512085 nap: rbahennast aolcom LATERAL CON1"D t -- X2- MMP KC-Y 2LMJ i Main Wind Force Resisting System — Method 1 h 5 60 ft. Figure 6-2 Enclosed Buildings Design Wind Pressures i Walls & Roofs Refeence Transverse Longitudinal Notes: 1. Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h=30 ft (9.1m), I =1.0, and K„ =1.0. Adjust to other conditions using Equation 6-1. 2. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. (See Figure 6-10) 3. For the design of the longitudinal MWFRS use 6 = 0 °, and locate the zone E/F, G/H boundary at the mid- length of the building. 4. Load cases I and 2 must be checked for 25° < 9 5 45 °. Load case 2 at 25° is provided only for interpolation between 25° to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected 6. For roof slopes other than those shown, a. respectively. 7. The total horizontal load shall not be less than that de is permitted. determined by assuming Ps = 0 in zones B & D. 8. The zone Pressures represent the following: Horizontal pressure zones — Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of A - End zone of wall C - Interior zone of wall B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: E - End zone of windward roof G - Interior zone of windward roof F - End zone of leeward roof H - Interior zone of leeward roof 9. Where zone E or G falls on a roof overhang on the windward side of the building, use El and GOH for the pressure on the horizontal 10. p ojationn of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters), except that cave height shall be used for roof angles <10 °. 9: Angle of plane of roof from horizontal, in degrees. rit 4 5 ^ � J 0 a N r N r V I! CC � C V Cc t + tt N r i I14 t to t I r bs t L L. In r r V N 0 S a N r be b N N r r bo bo • C t j Ne N r IF. l I4 I V m C V IId r v V t by 4 b, O S P 3 S a N r N ✓ r 4 4 r 0 S r r I yyr�� V V• e r V r r �p r r �p ee1ettItt etVettCg t r t e� 2. V sob N S a bo i d r r CC t t t I l I r P P 4 i► 4 r b P b 0 S r ee l etbitt P 66I .@0.¢tI beteetmIieeeeNNIstmeett N N S ✓ f. CC r _r by In Cr e CC i t N V N t V t I t O V P v 4 r 4 r N r reT t, CC c t 6 t � V t e tt V Ol t I m 4 min e to '4 • t 4 i:CeCettIPPPPP 0 S '4 r bA Load Case 0 N 0 I t r t �4 Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations _Page: Lyila Ashcon X — X Direction Y — Y Direction Consulting Engineers Roof Pitch: 7:12 Wind Speed: 85 mph I Fw main = N/A I Fw lower = N/A Upper Min = [(113.0 +76.0 +223.9)x12]x1.4Kz = Main Min = N/A Lower Min = N/A Upper Min = [( 130.6 +196.8 +213.9 +221.7)x12jx1.4Kz = Main Min = N/A Lower Min = N/A LATERAL WIND FORCES Design Wind Pressures Wind Exposure: B A: 12.9 C: 10.2 Minimum Pressure: 12 psf B: 8.8 D: 7.0 Kz: 1.4 E Fw upper = = (12.9x113.0) +(8.8x76.0) +(10.2x223.9) =4.41 4.41x1.4Kz= 6.17 kip F Fw upper = =(12. 9x130.6) +(8.8x196.8) +(10.2x213.9) +(7.0x221.7) =7.15 7.15x1.4Kz= E Fw main = N/A E Fw lower = N/A 1 6.94 1 I 12.82 1 kip kip kip kip kip 10.01 kip kip kip kip kip kip Ashco D nsuftin ngineers 1312 1 4i Si Kirk bad. WA SUM TekMS) 1233009 Fie GCS) 8C1-2679 Calk 02513111,7085 kao� ibahannandisolcom Site Class "D" (Table 1615.1.1) Ss = 1.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude S 1 = 0.55 - Critical Values per 2002 USG Website Based on Latitude and Longitude Fa = 1.0 per Table 1615.1.2 (1) Fv =1.5 per Table 1615.1.2 (2) Sms =Fa* Ss= 1.0 (1.55) = 1.55 Sml = Fv * S1 = 1.5 (0.55) = .825 Sds = 2/3 * SmS = 2/3 (1.55) = 1.03 Sdl = 2/3 * S1 = 2/3 (0.825) = .55 RESPONSE SPECTRUM: Use Section (9.5.2.2) 2002 ASCE Except as Noted. To = 0.2 (Sdl / Sds) = 0.11 SEC Ts = Sdl / Sds = 0.53 SEC Tstruc = Ct * (Hn) ^3/4 = 0.020 (25.3) ^3 /4 = 0.23 SEC Where To < Tstruc < Ts i Sa = Sds = 1.03 Therefore Seismic Design Category "D" R = 6.5 for Wood Shear Walls per 2003 I.B.C. Table 1616.3 (1) Cs=Sds/(R/I)= 1.03 /(6.5 / 1)= 0.158 Cs < Sdl /(T* (R/ I)) <0.5/(0.23 * (6.5 / 1.0)) < 0.3 Cs > 0.044 * Sds I > 0.044 (1.00) * 1.0 > 0.044 Cs = 0.16 QUAKE FORCES Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations Page: � i3 Ashcon Consulting LATERAL FORCES Engineers LATERAL QUAKE FORCES Cs: 0.16 p: 1.3 Roof Area: 1144 feet 2 Roof Dead Load: 15 Upper Area N/A feet 2 Floor Dead Load: 15 Main Area: N/A feet 2 Wall Dead Load: 8 DEAD LOAD OF STRUCTURE Roof Weight = (15 +8) x 1144 = = 26.31 kip Upper Weight = Main Weight = Cs x F Weight = 0.16 x 26.31 Vasd = Weight x 0.7 x p I 3.83 'kip WEIGHT HEIGHT Roof: 26.31 kip Feet Upper: 0.00 kip Feet Main: 0.00 kip Feet Therefore, Wind governs at Roof in all directions. kip kip 26.31 kip = 4.21 kip WEIGHT x HEIGHT 0.00 Fq Roof: One floor, all load goes to Roof. = I 3.83 'kip Fq Upper: Fq Main: kip = kip Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations Page: L1 ( a Ashcon Consulting Engineers Shearwalls in X — X Direction Fw X — X @ Roof: 6.94 kip V @ X 1 = 6.94x(1/2)= I SW -4 V © X 2 = 6.94x(1/2)= 3.47 = 200 # 4.33' +4.66' 4' 4.375' Ft SW -4 I Fw X — X @ Upper: N/A kip Fw X — X © Lower: N/A kip WIND FORCES ON SHEAR WALLS 3.47 23' +7'.7 _ it # Ft Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations Page: 6. Yea Ashcon Consulting Engineers Shearwalls In Y — Y Direction Fw Y — Y @ Roof: 12.82 kip V @l Y 1 = 12.82x(1/2)= ( 6.41 SW -4 6' 6' +6' 350 x 1.4 = 490 lbs/ft capacity per 2306.4.1 2000 00 IBC V @ Y 2 = 12.82x(1/2)= 6.41 = 247 # I SW -4 I 26' Ft Fw Y — Y © Upper: N/A kip Fw Y — Y @ Main: N/A kip WIND FORCES ON SHEAR WALLS = 356 # Ft Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations _Page: iAla Ashcon Consulting Engineers Shearwalls in X — X Direction Fw X — X @ Roof: 3.83 kip V @ X 1 = 3.83x(1/2)= I SW -4 I V @ X 2 = 3.83x(1/2)= 1.92 = I SW -4 I 4.33' +4.66' +4' +4.375' .667x350= 233 lbs/ft capacity per 2305.3.4 2006 IBC 2(w)/h = 2(4)/12 = .667 Fw X — X @ Upper: N/A kip Fw X — X @ Lower: N/A kip QUAKE FORCES ON SHEAR WALLS 1.92 23' +7'1.7' = CZ. # Ft 110 # Ft Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations _Page: 1 .-- 14 1 Ashcon Consulting Engineers Shearwalls in Y — Y Direction Fw Y — Y @ Roof: 3.83 kip V @ Y 1 = 3.83x(1/2)= SW -4 I V @ Y 2 = 3.83x(1/2)= 1.92 = 74 I SW -4 I 26' Ft Fw Y — Y @ Upper: N/A kip Fw Y — Y @ Main: N/A kip QUAKE FORCES ON SHEAR WALLS 1.92 6' +6' +6' = 106 Ft Project: 15' Wide By: RB /MK Client: Brookes Design Date: 9/23/2008 Subject: Lateral Calculations Page: L «113 Ashcon Consulting Engineers CHECK OVERTURNING FOR: X2 (Wind) L= 4 PxL= 200x4= 0.80 kip MoT = .8 x 12 = 9.60 kip - ft MR = (.3x4) + (.44x2) = T= C= MoT -MR= L 1.2 +.88= 2.08 kip - ft I 1.88 I Therefore, use STHD14 hold -downs at each end. 1 Project: 15' Wide By: RB /MK Client: Brookes Design Date: 9/23/2008 Subject: Lateral Calculations Page: L 174 (3 Ashcon Consulting Engineers CHECK OVERTURNING FOR: Y1 (Wind) L= 6 PxL= 356x6= 2.14 kip MoT = 2.14 x 12 = 25.63 kip - ft MR = (.3x6) + (.66x3) = T= C= MoT -MR= L 1.8 + 1.98 = 3.78 kip - ft 3.64 I kip 1 Therefore, use STHD14 hold -downs at each end. Project: Walls Shop By: RB /MK Client: Brookes Design Date: 2/3 /2009 Subject: Lateral Calculations _Page: L. tdjtS Ashcon n n Consulting Engineers Typ. Ext. Wall Construction A 1) Sheathing: 1/2" Plywood or 7/16" O.S.B Exterior Side, Blocked, Nail w/ 8d @ 6" O.C. All edges and @ 12" O.C. Field 2) Bolt Sill Plate to Concrete w/ 5/8" DIA. X 10" A.B.'s @ 48" O.C. 3) Nail bottom plate to framing below w/ 16d @ 4" O.C. 4) Fasten double plate to joist or blocking above w/ 16d T.N. @ 4" O.C. and details on S1 & S2 Shearwall Schedule 1) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d @ 4" O.C. all edges and 12" O.C. field. 2) Bolt sill plate to concrete w/ 5/8" DIA. X 10" A.B.'s @ 32" O.C. 3) Nail bottom plate to framing below w/ 16d @ 3" O.C. 4) Fasten double plate to joist or blocking above w/ 16d T.N. @ 4" O.C. and details on S1 & S2 Shearwall Schedule -- -- -- -- - -_ - - -- Shearwall Schedule SHEARWALL SCHEDULE Indicates shearwall w/ Plywood one side v \ Indicates shearwall w/ Plywood two sides 1) Sheathing: 1/2" plywood or O.S.B. two sides, blocked, nail w/ 8d @ 3" O.C. all edges and 12" O.C. field 2) Bolt 3x sill plate to concrete w/ 5/8" DIA. X 10" exp. Bolts @ 8" O.C. 3) Fasten double bottom plates to double joist or blocking below w/ 2 rows 2 layers 16d @ 6" O.C. or 2 rows A35 clips CO 16" O.C. 4) Fasten double top plates to double joist or blocking above w/ 2 rows 2 layers 12d @ toe nails 6" O.C. & 2 rows A35 clips @ 16" O.C. or per details 5) Use 3x all framing members receiving en. From abutting panels Indicates shearwall w/ Plywood one side 1) Sheathing: 1/2" plywood or 7/16" O.S.B. one side, blocked, nail w/ 8d @ 3" O.C. all edges and 12" O.C. field 2) Bolt double sill plate to concrete w/ (2) 5/8" DIA x 10" A.B.'s @ 8" O.C. 3) Fasten double plate to joist or blocking above. w/ 12d T.N. @ 4" O.C. and details on S1 & S2 4) Use (2) 2x studs @ 16" O.C. & see detail D / S1 5) Provide 3x stud framing at all members receiving edge nailing from abutting panels May 15, 2009 Joseph Walls 4910 S 164 St Tukwila, WA 98188 Bill Rambo Permit Technician end File No. D09 -016 • Department of Community evelopment Jack Pace, Director RE: CORRECTION LETTER #2 Development Permit Application Number D09 -016 Walls Shop — 4910 S 164 St Dear Mr. Walls, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached memo. Please address the attached comments in an itemized . format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, qa,„1. P:\Permit Center\Correction Letters V009009-016 Correction Letter #2.DOC wer L 71111 [` -__aL __. a_. n n__ %.._ _u Inn _ m__•.... of •)• _ _• • Jim Haggerton, Mayor APPLICANT: Joseph Walls RE: D09 -016 ADDRESS: 4910 S 164` Street PLANNING DIVISION COMMENTS DATE: May 14, 2009 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. The plans label the new structure as both a "shop" and a "garage ". A garage cannot exceed 1,500 square feet, and a shop cannot exceed 1,000 square feet. Per our conversation with you in the field, the new structure will be a garage. Please label the new structure accordingly on all plan sheets. 2. Per King County records, the existing house is larger than the square footage calculation on the Site Plan sheet under "Impervious Area ". Please verify the square footage of the existing house, and revise the number shown on the Site Plan sheet if necessary. 3. Please indicate on plans what the dashed line around the new structure represents, including the dashed rectangle south of the proposed new structure (i.e., roof overhang, carport). 4. The Tukwila Municipal Code (TMC) allows a garage or carport not exceeding 1,500 square feet in floor area as an accessory use in the Low Density Residential (LDR) zoning district. Floor area, as defined in the TMC, includes attic spaces with headroom of greater than 7 feet 6 inches. The height of the headroom proposed for the new structure is 8 feet, and the square footage of this space brings the total square footage of the new garage over the maximum allowable square footage. Please either reduce the total size of the new structure, or lower the height of the trusses in order that the attic space does not count as floor area. i March 5, 2009 Joseph Walls 4910 S 164 St Tukwila, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -016 Walls Shop — 4910 S 164 St Dear Mr. Walls, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, and Public Works Departments. At this time the Planning Department has no comments. Building Department: Fire Department: Public Works Department: Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted throujih the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fer Mar §hall t Technician • Ciz of Tukwila end File No. D09 -016 P:\Permit Center\Correction Letters\2009\D09 -026 Correction Letter #1.DOC jem epartment of Community Development Jack Pace, Director Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Alan Metzler at 206 545 -4407 if you have questions regarding the attached memo Jim Haggerton, Mayor Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 Building Division Review Memo Date: February 17, 2009 Project Name: Walls Shop Permit #: D09 -016 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan shows roof trusses manufactured to create an attic space or potential storage with a floor. However a floor is not shown. Please identify what the attic shall be used for. Provide additional details or specifications to show flooring and wall covering materials if applicable. Otherwise show bottom truss cord with cat walk bracing for open trusses. 2. If the attic is to be used for storage, identify the means of attic access with details. 3. Provide notes on the plan to indicate this shop /garage shall not be converted to or used as living space. 4. Foundation plan shows STHD14 placed at each opening in the exterior wall and corners. The engineering only requires (2) STHD 14 placed at each corner. While more is better, the additional hardware may not be a requirement. Please provide clarification or consult with the engineer and show consistency with the engineering provided. 5. All engineered sheets (S1 & S2) require a wet stamp and signature same as the engineers calculations. Provide the engineered plan sheets wet stamped and signed by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. V Fire Prevention Bureau Review Memo Date: February 12, 2009 Project Name: Walls Shop Address: 4910 S 164 St Permit #: D09 -016 Plan Reviewer: Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Provide site plan showing vehicular travel distance to nearest fire hydrant. Provide letter stating intended use of shop (ie business related, personal use, etc.). Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. t DATE: February 20, 2009 PROJECT: Walls Shop @ 4910 S 164 Street PERMIT NO: D09 - 016 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. Storm drainage needs to be addressed for the proposed shop building, since BUILDING SECTION A/2 on sheet 2 shows roof gutters, however roof downspouts locations were not shown on your site plan. This issue needs to be evaluated to avoid erosion, flooding and/or additional runoff flowing to the adjacent downstream properties. 1) Joanna Comments 1 D09 -016 PUBLIC WORKS DEPARTMENT COMMENTS DEPARTMENTS: Building Division Public Works "EMT WORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 -016 PROJECT NAME: WALLS SHOP SITE ADDRESS: 4910 S 164 ST Original Plan Submittal X Response to Correction Letter # 2 DATE: 05 -21 -09 Response to Incomplete Letter # Revision # After Permit Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-26-09 Complete 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 ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Prevention U 39- A-P S ? Planning Division Permit Coordinator DATE: DUE DATE: 06-23-09 Not Approved (attach comments) DATE: Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • �.y. • P h <:_� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -016 PROJECT NAME: WALLS SHOP SITE ADDRESS: 4910 S 164 ST Original Plan Submittal X Response to Correction Letter # 1 _ DATE: 04 -13 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: iding A Public Works DETERMINATION 017 COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROVJTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 X4)1 LA-4 o Fire Preven 1 LETTER OF COMPLETENESS MAILED: DATE: DATE: S -w 63— dew, Planning Division Permit Coordinator DUE DATE: 04 -14-09 Incomplete L I Not Applicable n No further Review Required n DUE DATE: 05-12 -09 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: O IS b' Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -016 PROJECT NAME: WALLS SHOP SITE ADDRESS: 4910 S 164 ST X Original Plan Submittal Response to Correction Letter # DATE: 02 -10 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: i I Bu ICJ g ijvision VI Public Work Complete Comments: TUES/THURS ROUJ NG: Please Route REVIEWER'S INITIALS: E`° If PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fireventio re P Structural Incomplete n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) • 01 Af 031401 Planning Division I I Permit Coordinator DUE DATE: 02 -12 -09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: DUE DATE: 03 -12 -09 Not Approved (attach comments) t DATE: Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: 04' Departments issued corrections: Bldg ] Fire Ping El PW'J Staff Initials: y1 L�� L! Date: fl al , OO9 Sheet Number(s): 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WALLS SHOP Project Address: 4910 S 164 ST I r U Contact Person: �"J5e i\ L/415 Phone Number: QG6 - I l5 0'156 y I Ne v"' s rVC fu re Summary of R vision: L c e G•r e c , coGrec /-e 9 , -G. 0-6 cxls11 h l v Sr o re / an- . rl iccled on /�f is -I `lhe d c,s-Ae�, l iie pan- Ace 1l , r,," s rvd v re reset roc c7ver ha.n . om' L-Otre cetIIn her h+ ciE clf ic -lo 7ff bin. Remo U ea d f - Cror , pla,n5 - fo br n f le fi iotovI 6 . `CI. of FC■De 6 pC.Ce 40 I I-1 LI s . C4. £II "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: SK in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D09-016 revisio Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA 009 PERMIT CENTER i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date y 13 -09 • 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 Project Name: Walls Shop Project Address: 4910 S 164 St Contact Person: D/ae' �C, /l Summary of 4ev ion: e \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D09-016 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Phone Number: a6 U /5 --(74/56- 56- RECEIVED 1TY or Tt3K1n ILI PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including d e of rev'si c Received at the City of Tukwila Permit Center by: fir Entered in Permits Plus on 1A---t3-0/ S CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) Li)/5 [please print name] , states as follows: Owner Residing at Name as commissioned: Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0 1 79 Planning Division 206 431 -3670 PERMIT NO: prA `O 1 `t2 1. I have made application for a 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 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 permit to be exempt under number 1 1, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. 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. ent* Sign d and sworn to before me this day of t.Ji , 20. NOTARY PUBLIC in and for the State of Washington , County saw My commission expires: ID -Q-01( 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, 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; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. 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; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. 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; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any 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 contracts of amounts less than five hundred dollars for the purpose of 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 or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. 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 when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision 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 person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 R,C*that.employs a certified journeyman electrician; atertifited, resideitial specialty electrician, or an electrical.trainee meeting the requirements of chapter 19 28 RCW to perform plumbing work that is incidentally, :.directly, and immediately appropriate to the like:in -kind replacement of a household appliance or other sniall:househol8 utilization equipment that requires limited electric power and limited waste and /or water connections. An elcti41 trainee must be supervised by a certified electrici n while'performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. I Si.f3t.,,. • titiu L UI " r i n . Y�AU L.�.IJ.,} i 1S'. J. The r esp onsib :r sts totally with l:h e I. evisio ns o these a is acceptance ev sed d awiiig I changes ban bo ma piano without epinvall imam tt` ppr ©ved 6 „a Date: N5: 4 MAX 20% SLOPE 1 1/2'' -3/4" WAS1-4EID FROCK 4 " FE RF FIFE NOTE: TRENCHES MUST E3E AT LEAST 10 PEST FROM ANY 8thILD INCB AND' MUST 8E 45 PARALLEL AS FO55I5LE TO THE CONTOU'. OF TAE GROUND, MAX 1`70 SLOPE D TRNC-4 DETAIL CL. OF SOUTH 164TH ST. 73.00' EXIST. GARAGE EXI5T. PATIO 00' 44.00 .S. 4 TIG I-IT LINE 24" OVER 4 4NG NEW GARAGE 1144 SP. D.S. 4 TIGHT LINE 73.00' SITS PLAN I" -10 1aY1S have i" eoff'evlewt_ for .1ic a IC.f {uacy of > Additions, llia ns, runts after this ° c,'rid will require a resu for Subsequent approval. Final acceptan the Public 41To1l u Date; . EXIST. FIRE 1- 4'YDR4NT EXISTING HOUSE 1204 SP. FOOTPRINT r z.. "wsa^t ti s^, x 47 J J s (N 22 00' 0 Co SMALL CATCH F3ASIN SMALL CATCH 5,4 5 I N i /o Usc 1 3 5 0 G, r� e 3 5c of HdU5e \re I 7o0 MPERvIQUS AREA ADDRESS LOT HOUSE /GARAGE DRIVE/WALK/ PATIO NEW GARAGE TOTAL IMPERVIOUS PERCENTAGE 4eio SOUTH 1 <l4T1--I ST TUKUJ ILA WA 5. C. 5. 2'x10'x18" T1RENCI-I REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j 2'x1 TIRENC1I 10804 S.F. 1204 S.F. 289 S.F. 272 S.F. 1 144 S.F. 2909 S.F. 26.9% SEPARATE PERMIT REQUIRED FOR: chanical ctrieal mbinp Gas Piping City of Tukwila BUILDING DIVISION CODE COMPLIANCE PPVED mAY 29 2009 Ciy of Tukwila F, LO NG DIVI$1Oi R That egt of omintaga ba kept at the eiteofly ik aritd ea 9 pen to irrpattion ftito egialna Ori igi' i or i daily authailzed vegesevialke, Cif, OF Tbkwilla INS CO LTR #. o o 0 1 S 101 AS CONSTRUCTED CEIVED SHAY 21 2600 PERMIT CENTER CITY O � LA N 15;2010 q�� a'ii NTER THIS DRAWING IS COPYRIGHTED AND IS t0 6E USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN ;.., . DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALL,D DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSONS, CONDITIONS, ETC PERTAINING tO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT4 ' ':, VARIATIONS FROM THE DIMENSIONS AND /OR CONDITICi ON THESE DRAWINGS. ANY SUCH VARIATION SHALL 61w ran '; WORK OR CON THIS TOOR'C CONTRACTOR e FULL RESPONSIBILITY T r' FOR COST TO RECTIFY SAME. U 0 FILE NUMBER 09 - 001 DRAWN BY RISE Sheet U H N p t::) cin c,5t o o 00 M c".) 00 oo O\ ,� ct COPYRIGI IT © 2009 z 0 Brookes Design Inc ,? k 1.X �R� �.� }� MAX 20% SLOPE 4" FE RE. FIFE 1 1/2 " -3/4" WASHED ROCK 24" NOTE: TRENC1 -IES MUST SE AT LEAST 10 FEET FROM ANY SU I L I NG AND MUST }3E 45 PARALLEL AS FOSSISLE TO TI-4E CONTOUR OF THE C 1ROUNID. MAX 1 % SLOPE RAINAGE TRENCI-4 ETAIL .00 C L. OF SOUTH 1 64TH ST. 23 73.00' EXIST. GARAGE EXIST. 1='4TIO 44.00' EXIST. FIRE 1-1Y1D R4NT D.S. 4 1 0 ' 4 T ICS T LINE 24" OVER 414NC NEW GARAGE 1144 S.F. = 1O I_ o 'I 1:.S. 4 T IG I-1T LINE 73.00' SITE PLAN 0114 ado respou; ib' 'ty for Ow qu e o e e sts totally with the esigutr, additions, deletions or re ® °ons to these drawings meter this date voidthis acceptance and will require a res for subsequent approv Final acceptance is subject the Public Works utili a' Date: It tot Nt r EXISTING HOUSE 1204 S.F. FOOTPRINT 22.00' e .0 0 lol��l 5 - 61, i. Wi ex(s - i� , HdU � yf 1700 MPERvE AREA i Us ADDRESS 2'x10'x18" T '.ENCI --1 SMALL CATCH 545 IN 2'x10'x18" TRENCH SMALL CATCH 545IN REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LOT HOUSE /GARAGE DRIVE /WALK/ PATIO NEW GARAGE TOTAL IMPERVIOUS PERCENTAGE � 35d s .F- 350 5. 4910 SOL1TI -1 164T1-1 ST TUKWILA, WA P • NING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Approved By:, -eaU; ! . Date 51 -9 - O 10804 S.F. 1204 S.F. 289 S.F. 272 S.F. 1 144 S.F. 2909 S.F. 26.9% FILE COPY Permit No. Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field conditf ns Isitckno dged: By Date : q — 09 City Orltikwlla UILDING DIVISION CORRECTION LTR# 4 toct oI , SEPARATE PERMIT REQUIRED FOR rr t�S charnkal ectricat ,ymbin8 rWbas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 A-T City of Tukwila BUILDING DIVISION I RECEIVED MAY 212009 PERMIT CENTER THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR TIME CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF NIS DRAWING SHALL BE PERMITTED WITHOUT NE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM NE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL I3E RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WIN NE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. • r—.1 Cip Cip aQ :" TA CD p P1 4 E 0 U O 000 tn 7:j O d c COPYRIGHT Q 2009 Brookes Design U 0 I w a N FILE NUMBER OS - 00X1 DRAWN BY ReE Sheet TE 4 ik L 2 2T -0" 35' -6" BUCKOUT FOR - 36" DOOR ABV. 1/4"=1 44' -0" 44 -0" 5' - I/2" CONC. 5L IES 4" CONC. SLAB OVER VISQUEEN OVER COMPACTED GRANULAR BASE. SLOPE TOWARDS O.H. DOOR s) BUCKOUT FOR - 36" DOOR ABV. CONTINUOUS FOOTING -- FOUNDATION PLAN FOUNDATION NOTES: • SOLID BLOCKING OVER SUPPORTS. • ALL FIGS. t0 BEAR ON UNDISTURBED SOIL MIN. 2000 Ibe. • FIVE SACK MINIMUM CONCRETE MIX • ALL METAL HARDWARE USED IN CONJUNCTION WITH PRESSURE TREATED WOOD 514ALL BE SIMPSON Z -MAX OR HOG GRADE ZINK COATING. I2'-3" I3' -0" NOTESI 1. USE3'x3'x1 /4' PLATE WASHERS ON ALL ANCHOR BOLTS. CONNECT ALL RIM JOISTS @ EXT, WALLS w /(2) CS16 STRAPS, FILL ALL HOLES WITH NAILS. 2. ALL 12d NAILS SHALL BE 3 1/4' LONG x .131 SHANK DIA, <MIN), 3, FILL ALL HOLES @ ALL HOLDOWNS w/ 2 1/2' LONG x .148 SHANK DIA, NAILS, 4, ALL POWDER DRIVEN NAILS SHALL BE 2 3/4' LONG <MIN.)x .156 SHANK DIA, w/ MINIMUM 1 1/4' PENETRATION, 5, USE 10d x 2 1/8' LONG COMMON NAILS WHERE CALLED ON PLANS 24 "x24 "xI8" CONC. PAD w/ (2) *4 BAR EA. WAY (TYP 2) 8' -6 4' -4 1/2" 4 -0" Ti X a NOTE: SLOP SHALL NOT E3E CONVERTED TO OR USED 4S L I VINO SPACE 5' -6" \ i 22 I/2 "x64" RD. ATTIC LADDER CENTURY INDUSTRIES ALUMINUM SUPREME MODEL "SAT -I20 FOR 12' CEILING AND 350 POUND DUTR RATED OR SIMILAR 4050 XO 25' -0" 4m5o XO 2 - 1 1 -0" 51- COI--, 4" CONC. SLAB - SLOPE 3" O.H. DOORS MIN. 6' 36" CONC. STOOP SHEARWALL SCHEDULE 44 a,, 4050 44 XO 10' -6" 5' -5 1/2" u.I A 1 A35 CLIP (3) 2x TO MUD SILL MAIN FLOOR PLAN 1/4" = I' -0" 1144 S.P. MAIN FLOOR NOTES: • ALL BI" IS, 's 1 -IDRS. TO 15E 4x8 D.F. *'2 U.O.N. • TYP. E. TO BE 12' -0" • SOLID BLOCKING OVER ALL SUPPORTS. • ALL EXTERIOR WALLS TO BE ` 2 X 6 e I6" O.G., UAN. • ALL METAL HARDWARE USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL' BE SIMPSON Z -MAX OR HOG GRADE ZINK COATING. 12 GAR DR 5 I/8 "x13 1/2" G.LB. (2) A35 CLIPS �. BEAM TO WALL 12 13' -0" INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. . SHEATHING 1/2' PLYWOOD OR 7/16' O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4' O.C. ALL EDGES . AND 12' O.C. FIELD, 2, BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA. x 10' A.B.'S @ 32' O.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3' O.C. 4, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DTLS. S1 & S2 AND DETAILS ON S1 & S2. 6x6 P.t. POST w/ ACE POST CAP, TYP. 8 - 6 " 36 "x36" CONC. STOOP 4' -4 1/2" 4 -0" 435 CLIP (3) 2x TO MUD SILL REVIEWED FOR CODE COMPLIANCE APPROVE MAY 2 9 2009 City of Tukwila BUILDING DIVISION e@RREcTio5 RECEIVED APR :1 3 Z009 PERMIT CENTER bO9OW THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC- WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WOR "OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. two ® r..4 6 r=4 bA c4 O O � Clq 00 Cr) 00 oo o aA 0 Pi en et et A \Q C? 00 0 a 00 0 Qb M d' �^ O 0 aL�'C COPYRIGHT CO 2009 Brookes Design U bJ 0 cr 0 I N FILE NUMBER 09 -00i DRAWN BY RBE Sheet 1 ssrztl •av - , �: - I� � Vii: �i . f� sst Tel '3O - �' .f,�,� I I �. srS7::s��lhh ATTIC TRUSSES wI 36" HEEL 4 2xI0 BTM CHORDS 6 24" OC. • 'iii C . � �� I 4 : %r�,�A�1 sI 7x. v s � i k � ... < .1�. : f, s.? J�.ilw,x. S 7... ..vF,�', z. � � �.� l ,�t ..,.ur �H '. ...- i, � : -n .�., r { d s [ 't L >rai,t tn,lts[31A. � — V A /` / �\ RIDGE S911Z:11, O111V` CINE "91 * sculls 9xe (.1. CONT. RIDGE /ENT senaii Dlllb` DINE / "9t ® sculls 9xt r ;',':' , 'f:::"aia: ,, , ,, ?g,i:-j. , -:' , ':• , :s.;::; , ,-L -, ' , :.5- , ::: , g - -r , ::<- - '=-'-=--I- , - - -rer2 , f-,t,':A- ,--, : NO j ,. ., t. ilk. F7 � F.ES ,. k -' — 4 .la,,, Tit, �^.:,. apt: . .n .- .., ... H-- --4 — r N N GARAGE IE - A \ FIN. GRADE UNFINISHED/UNCONDITIONED SPACE !V � S O 3/4" T4G PLYWOOD ATTIC TRUSSES w/ 40"' FLOOR LOAD GARAGE UILINC SECTION FLOOR CONSTRUCTION. • 3/4" T4G, O.S.B., INDEX 40/20, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE 4 NAIL WITH RINGSHANK NAILS AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS ALL SUPPORTED EDGES FIELD CONT. RIDGE VENT a 4" CONC SLAB Sd AT 6" OC SdAT6 " SdAT10 " CLIPS EA. END F EA. TRUSS COMP. ROOFING MANUFACTURED TRUSSES * 24" O.C. �--- 2x6 STUDS I6" Off. W/ 1/I6" 0515 SHEATHING 2X TRT'D MUD SILL W /A.B. PER SCHEDULE C i. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL - MIN. 2000 Ibs. P.S.F. 22 I/2 "x64" R.O. ATTIC LADDER CENTURY INDUSTRIE ALUMINUM SUPREME MODEL 0 SAT -120 FOR 12' CEILING AND 350 POUND DUTR RATED OR SIMILAR TYPICAL ROOF SHEATHING 7/16' O,S,B, PLYWOOD, INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW, NAIL AS FOLLOWS: &I DRARG STRUTSDARY, OVER SHEARWALLS ALL SUPPORTED EDGES FIELD 8d @ 6' O.C, 8d@ 6' 0,C, 8d@ 12' O.C. i ROOD F4MING PLAN 1/4"=1 COMMON TRUSSES O.C. END TRUSS •---"/ BIM I BIM ?BUSS CONSTRUCTION NOTES: ATT IC VENTILATION • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO MANUFACTURS SPECIFICATIONS. • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALCS. • ALL TRUSSES SMALL WAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR H1P TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • SEALED CALCULATION SHALL BE SUBMITTED BY STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. • ALL NON - BEARING WALLS SHALL BE HELD AWAY FROM TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO INSURE NON - BEARING OF TRUSS ON WALL. • SPECIFIED APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER, .45 REQ'D. ROOF FR4MIN NOTES: • VENTED BLOCKING OVER SUPPORTS. • ROOF OVERHANGS TO BE 24" • ROOF PITCHES TO BE 1/I2 UN.O. • TRUSSES 4 RAFTERS SHALL BE * 24" O.C. UNLESS OTHERWISE NOTED. PER 2005 IRC 81306.2 EACH BIRD BLOCK PROVIDES .05 SQ FEET OF NET VENTILATION. SMART VENT OR DRIP EDGE VENT WITH SIM. VENTILATION MAY BE USED IN PLACE OF BIRD BLK' EACH LINEAR FOOT OF RIDGE VENT EQUALS .125 SQ FEET OF NET VENTILATION. PROVIDE AT LEAST 509'0 AND NOT MORE THEN 50% OF REQ'D VENTILATING BY VENTILATORS LOCATED IN THE UPPER PROTION OF THE SPACE TO BE VENTILATED (AT LEAST 36" ABOVE EAVE OR VORNICE VENTS.). ROOF AREA = 1300 SF. 1300 SF. / 300 = 4.3 S.F. OF NET FREE VENTILATION VENTILATION 50 BIRD BLOCK VENTS = 2.5 SO. FT. 5S FT RIDGE VENT = 1 SQ. FT. TOTAL VENTILATION = 95 SF. OF NET VENTILATION S. REQ'D HI HURRICANE CLIP EA. END OF EACH TRUSS (TYPICAL ALL TRUSSES) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION I RECEIVED APR 1 3 2009 PERMIT CENTER THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS. ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY / VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. tad . — C A bIJ bA W taits i�•l 0 W C 00 c0 00 kQ cn M∎O, "zt" ,- 0 k! N O N '71" 4) ta! COPYRIGHT © 2009 Brookes Design U LLI 0 0 FILE NUMBER 09 -001 DRAWN BY RBE Sheet 4910 SOUTH 16471-1 ST, TUKWILA, W,4 981083 ROOF FRAMING / IBUILIDING SECTION ■ iiiMiollinbIENTMENTIEr" � 111111111111111111111111M11101#1111111111111111111111141 , �1 I�� �inin� mmnmr�mn " �n 'r im�mmmm�m�n�iimn � mm n7 1 1 II11r �, MI .,. N EMOM _.�,,.�N� I ak ■11.x.■■ us ■ III li 1 1 6 IIII 1 1 ma limn 1 Tan, MINN i•11I■ 1 1 TOP 1E TOP OF MD. OPT. 1 TOP OF HEEL TOP OF HEEL FRONT ELEVATION 1/4" =1' -0" wilmalani 1 1 m ••1 ,11 inie ro ..1.... . ■ 1 . ■•., -. ■aal Nmnrl�rmlm�rrr rlm�rl�mrl um 111 11�i�111111 ININIIIMM I 1 111 nl1 111f111r1111r1111�1 11]11M111(rll ,� 7: 4 4 1111M1 i�f 1 11 111I�I1�II�M111 �111i� 11 fir 11n�11�11ii1�r I1I�1111 .1111II'1111�1111r1111ir1111 r1 I1 r fintlillitrillifournril mullin111111111111111111IMIMmimu J . 1 TOP IE TOP Cl: WC% J I L__I_LL . _LI I I I_ LI 1 L REAR ELEVATION 1/4" =1' -0" 3/4x4 / 5/4x3 CORNER TRIM NORM. SIDING TOP OF HEEL TOP fE TOP OF FND. 1r - 6x6 PT. POST 12 ATTICC TRUSSES w/ 40" FLOOR zp U LOAD 14' -0 1/4" = I' -0" 1/4"=1 0 ATTIC TRUSSES w/ 40" FLOOR LOAD I-4T ELEVATION 12 LEFT ELEV4TION NOTES: PROVIDE GALVE SHEET METAL FLASHING 4 COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. CAULK AT ALL JOINTS 4 PENETRATIONS IN EXTERIOR WALLS. CONTRACTOR TO VERIFY EXISTING ROOF PITCHES BEFORE ORDERING TRUSSES I lIIIIITIIII ,�. -. 6x6 P.T. POST TOP OF HEEL TOP IE TOP CF MO. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 10 2009 PERMIT GENTEF, THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF TNIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FALL RESPONSIBILI1T FOR COST TO RECTIFY SAME. 0 M tto . a Dl • r� �b�U a ;J J ) � o g n 2 o ba c/ t V O O . ki �• COPYRIGHT Q 2009 Brookes Design H a FILE NUMBER 01 -00'1 DRAWN BY RBE Sheet 3 Nigamommimegar OPT, % ; % A / 1 / 1 a \ � ■ iiiMiollinbIENTMENTIEr" � 111111111111111111111111M11101#1111111111111111111111141 , �1 I�� �inin� mmnmr�mn " �n 'r im�mmmm�m�n�iimn � mm n7 1 1 II11r �, MI .,. N EMOM _.�,,.�N� I ak ■11.x.■■ us ■ III li 1 1 6 IIII 1 1 ma limn 1 Tan, MINN i•11I■ 1 1 TOP 1E TOP OF MD. OPT. 1 TOP OF HEEL TOP OF HEEL FRONT ELEVATION 1/4" =1' -0" wilmalani 1 1 m ••1 ,11 inie ro ..1.... . ■ 1 . ■•., -. ■aal Nmnrl�rmlm�rrr rlm�rl�mrl um 111 11�i�111111 ININIIIMM I 1 111 nl1 111f111r1111r1111�1 11]11M111(rll ,� 7: 4 4 1111M1 i�f 1 11 111I�I1�II�M111 �111i� 11 fir 11n�11�11ii1�r I1I�1111 .1111II'1111�1111r1111ir1111 r1 I1 r fintlillitrillifournril mullin111111111111111111IMIMmimu J . 1 TOP IE TOP Cl: WC% J I L__I_LL . _LI I I I_ LI 1 L REAR ELEVATION 1/4" =1' -0" 3/4x4 / 5/4x3 CORNER TRIM NORM. SIDING TOP OF HEEL TOP fE TOP OF FND. 1r - 6x6 PT. POST 12 ATTICC TRUSSES w/ 40" FLOOR zp U LOAD 14' -0 1/4" = I' -0" 1/4"=1 0 ATTIC TRUSSES w/ 40" FLOOR LOAD I-4T ELEVATION 12 LEFT ELEV4TION NOTES: PROVIDE GALVE SHEET METAL FLASHING 4 COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. CAULK AT ALL JOINTS 4 PENETRATIONS IN EXTERIOR WALLS. CONTRACTOR TO VERIFY EXISTING ROOF PITCHES BEFORE ORDERING TRUSSES I lIIIIITIIII ,�. -. 6x6 P.T. POST TOP OF HEEL TOP IE TOP CF MO. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 10 2009 PERMIT GENTEF, THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF TNIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FALL RESPONSIBILI1T FOR COST TO RECTIFY SAME. 0 M tto . a Dl • r� �b�U a ;J J ) � o g n 2 o ba c/ t V O O . ki �• COPYRIGHT Q 2009 Brookes Design H a FILE NUMBER 01 -00'1 DRAWN BY RBE Sheet 3 \ \y 8d.4 "o.c. TRUSS w%2x4 E,4. SIDE w% (2) R 16d w 6" O.C. TO EA. TRUSS ( T T T __I — 1 — --1 _I__L_ TRUSS PER PLAN fififififi r _L_I_L_ I i 0••• b- 2x4 FRAME 1tttf i V ' V ' `ae DBL TOP PLATE e e EXPANSION JOINT 104 ® 16" O.G. VERT. *4 ®10" O.G. HORZ. 6" HOOK 30" MAXIMUM UNBALANCED EXT. SHEARWALL • SLAB 3/4 "• I'—O" • 5/4 " I I N 1u I I I I ICI I ICI f L L 1 m (2)2x6 DIAGONAL "T" BRACE RIDGE AND ® S' -O" O.G. MAX. (VERIFY w/ TRUSS MF(5R) 11 II a �I 117 -.,. II o . 4" 8" 4" / / / / 2x6 CONT. I2d 0 6" O.G. 2x6 CONT. TO TOP PLATE PLY. ED6E NAILING HOLDOWN STUD FINISH GRAPE L111 -11 ' (2)#4 CONT. T1'P. GALE TRUSS DETAIL (2)2x STUDS STHDI4 w/ 3S -2 If 2x .146 NAILS STRAP LOCATION PER PLAN EDGE NAILING (6) I2d BRACE TO BLOCK Z x dJ e 2x TRUSSES ® 24" O.G. 2x OUTRIGGER (OPTIONAL) EGDE NAILING DBL. TOP CHORD TRUSS PER PLAN A35 CLIP 0 24" O.C. HORZ. WEB BRACING BY TRUSS MFGR. PER T.P.I. SPECS. NAIL TO ALL TRUCC.CS I2d o 6" O.G. (2)2x6 CONT. ® 6ABLEEND TRUSS MID HEIGHT STRUCTURAL TRUSS w/ 2x4 FLAT INLET STUDS ® 24" O.G. (2)A55 CLIPS (ONE EA. SIDE) I2d ® 6" O.G. (TRUSS TO 2x6) EDGE NAILING 1/16" O.S.B. OR I /2" PLYWOOD ■ EAvg ROOF /4 "■ I'-O" SIMPSON HI EA. END/ EA. TRUSS PLY. EDGE NAILING 2x BLOCK w/ 11/2" VENT HOLES AS REQUIRED w/ (2)I2d T.N. EA. TRUSS/ EA. END EDGE NAILING 2x STUD 0 16" O.G. PLY. PER SCHEDULE $I- EARWALL PER SCHEDULE TWO SIDED NOTE° ELEVATION SWEAR PANEL DETAIL END OF PLATE 4 SPLICE LENGTH (25) I2d SPLICE AND NAIL TOP PLATES AS SHOWN ® ALL EXTERIOR WALLS, SHEAR WALLS, # AT EACH FLOOR LEVEL AND AT ROOF. 11 Mlwl /1nC . nur AD dAwIL -1 BETWEE OWS YPICAL) DBL t�p PLATE SPLICE 8`4 I TOP PLATE 2x STUDS SHEARVALL SSE INDICATES SHEARWALL w/ PLYWOOD ONE SIDE. . -'. SHEATHING' 1/2' PLYWOOD OR 7/16' O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4' ',O.C. ALL EDGES AND 12' D.C. FIELD, 2, BOLT SILL PLATE TO CONCRETE w/ 5/8 DIA, x 10' A.B.'S @ 32' O.C. 3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3' D.C. 4, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DTLS. S1 & S2 AND DETAILS ON Si & 52. TYPICAL REEF SHEATHING 7/16' O,S,B, PLYWOOD, INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW, NAIL AS FOLLOWS EIT OVER SHEARWALLS 8d @ 6' 0.C. ALL SUPPORTED EDGES 8d @ 6' 0,C, FIELD 8d @ 12' O.C. TYPICAL FLOOR SWATHING 3/4' T &G, O,S.B., INDEX 240/20, BLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS' DIAPHRAGM BOUNDARY AND OVER EXTERIOR. WALLS, SHEARWALLS & DRAG STRUTS. 8d AT 6' OC ALL SUPPORTED EDGES 8d AT 6' OC FIELD 8d AT 10' OC NOTES 1. USE3'x3'x1 /4' PLATE WASHERS ON ALL ANCHOR BOLTS, CONNECT ALL RIM JOISTS @ EXT. WALLS w /(2) CS16 STRAPS, FILL ALL HOLES WITH NAILS. 2. ALL 12d NAILS SHALL BE 3 1/4' LONG x .131 SHANK DIA. (MIN), 3. FILL ' ALL HOLES @ ALL HOLDOWNS w/ 2 1/2' LONG x .148 SHANK DIA. NAILS, 4, ALL POWDER DRIVEN NAILS SHALL BE 2 3/4' LONG (MIN.)x .156 SHANK DIA. w/ MINIMUM 1 1/4' PENETRATION, 5. USE 10d x 2 1/8' LONG COMMON NAILS WHERE CALLED ON PLANS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION F RECEIVED APR ) 1 3 2009 PERMIT GENTER C) U) 0 c V 0 co 0 Sheet 1— W 0 0 0 7 N COPYRIGHT CO 2009 Brookes Desig FILE NUMBER 09 -007 DRAWN BY RBE F- 0 LU i i N 4910 SOUTH 164114 ST, TUKWILA, WA 96186 1315 3rd Street, Kirkland, WA ( The Following applies unless shown otherwise on the plans) I, ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAINING SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE, (2003 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD 25 P5F FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (DECK) 60 PSF STAIR $ CORRIDOR LIVE LOAD 100 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR. WIND 85 MPH, EXPOSURE "B" EARTHQUAKE ALLOWABLE SOIL PRESSURE SEE PLANS FOR ADD. LOADING CRITERIA. GEOTECHNICAL Se =I.S, SI =.55 SITE CLASS "D ALLOWABLE SOIL PRESSURE 2000 PSF CONCRETE 2000 PSF (NATURAL SOILS OR COMPACTED) , STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILTY AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 50 HE MAY MAKE PROPER REVISIONS TO THE WORK. 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. 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING 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 REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. S. 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 STRUCTURAL ENGINEER. 1 ALL STRUCTURAL SYSTEMS WH I GH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED SY THE SUPPLIER. 10. SHOP ORAININGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. DRAININWA REVIEW! DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWNINGS AND SPECIFICATONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UND I STRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWEST ADJACENT FINISHED GAPE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BAGKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO I.B.G. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5, (INCLUDING SUPPLEMENT 51) GRADE 40, fy= 40,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FEILD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40 fy= 40,000 PSI REINFORCING COMPLYING WITH ASTM A6I5 (SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. DI.4 ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY 50 DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A -I85. PRESTRESSING STRANDS SHALL BE 1/2" ROUND 2'70 K5I SEVEN WIRE UNCOATED STRESS RELIEVED STRAND CONFORMING ASTM A -4I5 (210 K51). 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH ACI 3I5 -80 AND 3I8 -83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2' -O" MIN.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2' -0" MIN,). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF 8 ") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVES) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (1.e. WALLS BELOW GROUND) OR WEATHER ( #6 BARS OR LARGER) ( #5 BARS OR SMALLER) COLUMN TIES OR SPIRAL AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) 21. 2" 1 1/2" 1 1/2" 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 11. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. I$ STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS LATEST EDITION, PLUS ALL REFERENCES CODES. 11 STRUCTURAL STEEL INCLUDING PLATES, AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy= 36 K5I STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E, OR 5, GRADE 5, Fy= 35 K5I STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy= 46 KSM BOLTS SHALL CONFORM TO ASTM A301 EXPANSION SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MAUFACTURESS PUBLISHED RECOMMENDATION. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELETRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.S,) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E7OXX ELETRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC -I5, AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND MISC. LIGHT FRAMING TOP AND BOTTOM PLATES AT BEARING WALLS BOLTED STUDS, LEDGERS AND PLATES 2x6 STUDS AND PLATES HEM FIRS NO.2 DOUGLAS FIR NO.2 DOUGLAS FIR NO.1 DOUGLAS FIR NO.1 OR HEM FIR STAND. GRADE. DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTION GRAD DOUGLAS FIR STANDARD GRADE. DOUGLAS FIR OR HEM FIR NO.3 (STUD GRADE). 22 GLUE LAMINATED MEMBERS SHALL SE FABRICATED IN CONFORMANCE WITH I.B.G. STANDARDS NO. 25 -10 AND 25 -II. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb= 2400 PSI, Fv= 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb= 2400 PSI, Fv= 165 PSI. CAMBER ALL GLULAM ROOF BEAMS TO 2000 RADIUS UNLESS OTHERWISE SHOWN ON THE PLANS. 23. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -I26. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE I.SE, Fb= 2600 PSI, Fv= 255 PSI. 24 PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -2 EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.0E, Fb= 2 PSI, Fv= 210 PSI 25. PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE - NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 26. PLYWOOD' SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I.B.G. STANDARD ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 21 ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE- TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETINEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONARY. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO 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. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OP THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS, AND ANY OTHER CONNECTIONS SHALL SE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A653, CLASS G -183. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD SE TYPE 304 OF 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). 30. ALL WOOD FRAMING DETAILS THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304. OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS- BRIDGING AT 8' -O" 0.c. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. G. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. G. TOENAIL JOISTS TO SUPPORTS WITH 2 -I6d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8' -O" IN LENGTH TO SUPPORTS WITH U.S.P. KST241 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P. / SIMPSON "U" SERIES METAL JOIST; HANGERS TO SUIT THE JOIST SIZE. I WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS ® 16" o.c. AT INTERIOR WALLS AND 2x6 STUDS ® 16" o.c. AT EXTERIOR WALLS J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONNNECTORS, A GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF .BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH I6d NAILS 12" ' .G. STAGGERED. L. M ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. O. PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. ATTACH WITH "U.S.P. OR SIMPSON LUMBER CONNECTORS" P.G. POST CAPS OR EQUAL. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING WITH I6d NAILS ® 12" o.c. STAGGERED UNLESS SHOWN OTHERWISE. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS ® 6" o.c. TO FRAMED P EDGES AND OVER STUD WALLS SHOWN ON PLANS AND O 12" o.c. (IO "o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS 0 16 "o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING' AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH I6d NAILS 0 12" o.c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. i Z000 Q, ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW PERMIT NTER WITH I6d NAILS AT 6" o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS ® 4' -0" o.c. UNLESS SHOWN OTHERWISE. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 5d ® 6" o.c. 8d @ 12" O.G. AT SHEET EDGES AT INTERMEDIATE BEARING POINTS City of Tukwila LDING DIVISION EXPIRES t U BELvw REVIEWED FOR CODE COMPLIANC is APPR ''VE MAY 2 9 2009 L a) to W 0 0 COPYRIGHT © 2009 Brookes Design Iq U W 0 0 FILE NUMBER 09 -001 DRAWN BY Sheet H 61 i (N 52