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HomeMy WebLinkAboutPermit D09-034 - ROSSO RESIDENCE - GARAGE AND PUBLIC WORKS ACTIVITIESROSSO RESIDENCE 13044 57 AV S EXPIRED 07 -15 -11 D09 -034 Parcel No.: 2172000340 Address: 13044 57 AV S TUKW Suite No: Tenant: Name: ROSSO DETACHED GARAGE Address: 13044 57 AV S , TUKWILA WA Owner: Name: ROSSO GENE II Address: 6404 FT,LTS AVE S , SEATTLE WA 98108 Phone: Contact Person: Name: GENO ROSSO Address: 3359 LAKEWOOD AV S , SEATTLE WA 98144 Phone: 206 730 -8631 Contractor: Name: OWNER AFFIDAVIT - GENE ROSSO Address: Phone: Contractor License No: 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 Cityllif Tukwila 1111 doc: IBC -10/06 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A 1090 SF DETACHED GARAGE WITH 400 SF OF COVERED DECK/PORCH. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE. Value of Construction: $64,919.30 Fees Collected: $2,751.52 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 * *continued on next page ** Permit Number: D09 -034 Issue Date: 07/15/2009 Permit Expires On: 01/11/2010 Expiration Date: D09 -034 Printed: 07 -15 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City 4lukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: hup: / /www.ci,tukwila.wa.us N N Y N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: Permit Number: D09 -034 Issue Date: 07/15/2009 Permit Expires On: 01/11/2010 End Time: Fill 0 c.y. Public: Non - Profit: N Public: Date: 0A t Y 0 ` I hereby certify that I have read and ex . d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ' hether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or erformance of work. I am authorized to sign and obtain this development permit. Signature: L / t�r.s/ Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -034 Printed: 07 -15 -2009 Parcel No.: 2172000340 Address: Suite No: Tenant: 13044 57 AV S TUKW 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 ROSSO DETACHED GARAGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -034 ISSUED 03/11/2009 07/15/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D09 -034 Printed: 07 -15 -2009 16: ** *PUBLIC WORKS 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 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. 17: Minimum 48 hours in advance the applicant shall call Public Works at (206)433 -0179 to schedule a Public Works pre - construction meeting. 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. 18: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 21: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 22: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 23: 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. 24: Applicant shall obtain a separate Tukwila Plumbing due to addition of interior plumbing fixtures. 25: If water service to the garage is being constructed under this permit it shall be inspected; water line shall be kept exposed until the inspection by City orf Tukwila is performed. 26: Public Works strongly recommends that the property owner purchase a Flood Insurance Policy. 27: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. doc: Cond - 10/06 * *continued on next page ** D09 -034 Printed: 07 -15 -2009 Signature: Print Name: doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. ze_c9s5 Date: 7- D09 -034 Printed: 07 -15 -2009 Name: Mailing Address: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulovilawaus Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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: f 3 o 4 5 7 771 4v Tenant Name: 4 7; .A/ p SSca vv tstec - � Property Owners Name: C tPE Ko SS Mailing Addres VccV L .= J CONTACT PERSON - who do we contact when your permit is ready to be issued , -- , 1, King Co Assessor's Tax No.: !- 1 0'- 0?-,41° Suite Number: city- Floor: New Tenant: ❑ Yes ❑ ..No J pob-lcei Day Telephone:° ° ' 73c--- �s I City State Zip Fax Number: 0? U' GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: H:\Applications'Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised' 1 -2009 bh State State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: /VIP l i,J ,Ef 41 &I Mailing Address: -3f 40 5 `7`t' 177/ A vi r [ /' �.! G •t j 7 ji P n / ` State Zip ,� � ; City Contact Person: /�/r //70411,Sc�/ / . — Day Telephone:Z53 I /3 7- 8 7` Z5 E-Mail Address: Fax Number: Page 1 of 6 BUILDING PERMIT INFO ' t- ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ S °j C 2 C7 Existing Building Valuation: $ _-e Scope of Work (please provide detailed information): C"I Gl0A of A" f4 frtYfrPqrff W 14oO or my i'v Wa-/ 'o9--C Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): /R 5 of Floor area of principal dwelling: 4(0 O Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes 3 Compact: Handicap: ?SC 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. H:\ApplicationsWorms- Applicanons On Line \2009 Applications \l -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC' 1 s Floor 2 Floor • 3 Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Ai4 / ! t7 / Attached Carport Detached Carport Covered Deck 0 0 Uncovered Deck BUILDING PERMIT INFO ' t- ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ S °j C 2 C7 Existing Building Valuation: $ _-e Scope of Work (please provide detailed information): C"I Gl0A of A" f4 frtYfrPqrff W 14oO or my i'v Wa-/ 'o9--C Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): /R 5 of Floor area of principal dwelling: 4(0 O Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes 3 Compact: Handicap: ?SC 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. H:\ApplicationsWorms- Applicanons On Line \2009 Applications \l -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Date Application Accepted: 0 29 1 1,1 )o1 Date Application Expires: 01Ill J t91 Staff Initials: 704/- I PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 R AUTHORIZED AGENT: Signature: Print Name: C E [_..�_ J 5 S Mailing Address: H:\Appliemions\ Forms - Applications On Ime\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh City • Day Telephone: State Zip Page 6 of 6 Receipt No.: R09 -01103 Payee: GENE ROSSO II ACCOUNT ITEM LIST: Description BUILDING - RES 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 Parcel No.: 2172000340 Permit Number: D09 -034 Address: 13044 57 AV S TUKW Status: APPROVED Suite No: Applied Date: 03/11/2009 Applicant: ROSSO DETACHED GARAGE Issue Date: Payment Check 5978 2,063.30 Authorization No. Initials: ]EM Payment Date: 07/15/2009 12:30 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 640.237.114 1,058.80 250.00 375.00 375.00 4.50 Total: $2,063.30 • Payment Amount: $2,063.30 PAYMENT ECEIVED doc: Receiot -06 Printed: 07 -15 -2009 Parcel No.: 2172000340 Permit Number: D09 -034 Address: 13044 57 AV S TUKW Status: PENDING Suite No: Applied Date: 03/11/2009 Applicant: ROSSO DETACHED GARAGE Issue Date: Receipt No.: R09 - 00395 Initials: JEM Payment Date: 03/11/2009 01:05 PM User ID: 1165 Balance: $1,063.30 Payee: GENE ROSSO II TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5910 688.22 ACCOUNT ITEM LIST: Description PLAN CHECK - RES 0 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 Account Code Current Pmts 000/345.830 688.22 Total: $688.22 Payment Amount: $688.22 doc: Receipt -06 Printed: 03 -11 -2009 Project: R L1SC 0 E 74 C / Type of Inspection: Eif)/A4-14 I/JN W'9- // Address: /304/ 57 99v 5 Date Called: Special Instructions: �. Date Wanted: 7— 3/- 0 5 a.m. C' Requester: Phone No: .2oG- ilig - 766L INSPECTION NO. INSPECTION RECORD Retain a copy with permit Lo_ q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ; — P - - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Inspe or: Date: 3 I 01 , 0-+A ❑ $60.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Pro a fa sS d G <.F....-- Type o Inspection: a -,n Address: IS I3 57 ALii- S. Date Called: i _- Special Instructions: / Date Wanted: / m - 24- o p.m. Requester: e Q Phon , Meld - ! l0 b8 D01— 634 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2.' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: F Insptor: I Date �4 7 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: MDT EAQINEERING �tHo .. ►•.....,..,� .. .�►���"� �'� ••• REVIEWED � FOR E CODE C ROVI�D APPROVED 3 0 2009 City of Tukwila BUILDING DIVISION CORRECTION n„rea+�+7 rrQ Structural Calculations For Mark Bilyeu Rosso Garage November 6, 2008 D09 31403 S. 44 Avenue South Auburn, WA 98001 253 - 887 -8725 Building Official: Please accept this engineering packet only with a wet stamp and only for the site noted above. RECEIVE) MAY 26 2009 PERMIT CENTEF MDT ENGINEERING Table of Contents Page No. Scope of Work Structural Notes ii Shearwall Schedule iii Structural Details iv Lateral Analysis 1 — 7 Vertical Analysis 8 31403 S. 44 Avenue South Auburn, WA 98001 253 - 887 -8725 MDT ENGINEERING Scope of Work 31403 S. 44 th Avenue South Auburn, WA 98001 253 - 887 -8725 MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 85 MPH, ExposureB, Seismic Design Category D. 2. Vertical Analysis We have provided the designer with a set of plans and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Dept., these will be performed at an additional hourly fee of $100.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $100.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE MDT Engineering, Inc. STRUCTURAL NOTES CODES AND SPECIFICATIONS L INTERNATIONAL BUILDING CODE, Zeae i0136-EDITION .46 7- 2. INTERNATIONAL RESIDENTIAL co, DE E DITION 3. SIMP50N STRONG TIE CONNECTORS AND ANCHOR SYSTEMS CATALOGS, 20011 4_ FASTENER: N CONTACT WITH PRESSURE TREATED WOOD MUST BE STAINLESS STEEL, ZMAX (GI851-1DG PER ASTM 4653), BATCI -/POST NOT -DIP GALVANIZED (PER ASTT1 423 FOR CONNECTORS AND ASTA1 4153 FOR FASTENERS), OR MECHANICALLY GALYANI, FASTENERS (PER ASTM 8695, CLASS 55 OR GREATER). UNCOATED AND PAINTED PRODUCTS 51-1OULD NOT BE USED IUITN TREATED WOOD- WHEN USING STAINLESS STEEL NOT -DIP GALVANIZED CONNECTORS, NE CONNECTORS MD FASTENERS SHOULD BE MADE OF THE SAME MATERIAL DESIGN CRITERIA I. WIND LOAD 2. SEISMIC 3. ROOF LOAD 4. FLOOR LOAD 5. DECK LOAD 6. SOILS 1 . CONCRETE S. MORTAR TYPE 5 aezto INTERNATIONAL BUILDING CODE -*M. 1 ASC6 SIMPLIFIED METHOD, BASIC WIND SPEED = 85 ITN, 0 INTER4ATIONAL BUILDING CODE -lee W040 M 1 7-"°S" SIMPLIFIED ANALYSIS, SEISMIC DESIGN CATEGORY D, I = 1,0 DL =6PSF LL = P5F DL : I0 PSF LL : 40 P5F DL =IOPSF LL : 40 p5F ASSUMED 1500 PSF ALLOWABLE SOIL BEARING ASSUMED 3D PCF EQUIVALENT FLUID P(ESSURE FOR RETAINING WALL DESIGN "3000P51 28 DAYS GRADE 40 REINFORCEMENT MINIMUM 3° COVER FOR ALL REINFORCEMENT EXCEPT A5 NOTED AT RETAINING WALLS OR OTHER DETAILS TIMBER CONSTRUCTION NOTES I. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE AS FOLLOWS UNLESS NOTED DTI•IERW E ON PLAN: ALL LUMBER, UNLESS NOTED OTHERI11I5E GLULAM BEAMS 1 3/4 " MICROLAM, LVL 2 II/16", 3 1/2", 5 1/4" t l" PARALLAMS, PSL 1 4E11-RR OR BETTER 24F -v4 Fb :2 PSI E:1500 K51 Fb :2600 P51 E:2000 K51 Fb :2600 PSI 2. WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL NAVE STRAP CONNECTORS TO NE ToP PLATE EACH END. USE 2 - SIMPSON T95TA24' CONNECTORS, UNLESS NOTED OTI- ERWISE 3. ALL SHEAR WALL 51- IEATHING NAILS AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND AS NOTED IN THE SHEAR WALL SCHEDULE 4. FLOOR AND ROOF PI4PWRAGM NAILING SHALL BE Sd COMMON e 6" D.C. AT ALL SUPPORTED PANEL EDGES AND gd a D" 0.C. AT INTERMEDIATE SUPPORTS. SOIL CONSTRUCTION NOTES L ALL FOOTINGS AND SLABS &14ALL BEAR ON LN IPURBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR 2. ASSUMED ALLOWABLE SOIL BEARING PRESSURE : 1500 P5F GENERAL CONSTRUCTION NOTES L CONTRACTOR SHALL vERIFY ALL DIMENSIONS IN THE FIELD. ANY vARIATION5 FROM THE D R A W I N G S SHALL aE BRo r TO THE ATTENTION OF THE DESIGNER OR THE E■ 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURNG CONSTRUCTION SHALL BE PROVIDED, ANY PROPOSED FIELD CHANGES MUST NAVE THE APPROVAL OF TI¢ E►GINEER PRIOR TO CONSTRUCTION. SHEATHING (NOTE '5) 1/I6" MIN. ApA RATED SHEATHING oR APA RATED SIDING 3403 1 /Is" rIIN. APA RATED SHEATHING OR APA RATED SIDING 303 1/I6" MIN APA RATED SHEATHING OR APA RATED SIDING 303 1/16' MW. APA RATED SHEATHING OR APA RATED SIDING 303 1s" MIN. APA RATED SHEATHING OR APA RATED SIDING: 303 ) / $b" MIN. APA RATED SHEATHING BOTH SIDES FASTENER SPACING v ALL EDGES (NOTES ►t III) 131"4 -1/4" MN. o 6' 0.C, 14 GA O.C. .131'X1 - 1/4" MIN. a 6" ac. 14 GA. 6 " O,C. .3rX2 -1/4" MN. a4' Ot. OR 14 GA, • 6" O.C. .131 11 X2 - I/4' MIN. a.3" OG. OR 14 GA, a b "ac. .148 M L I 3" OD, OR 14 GA. a 2 -1/3" O.C. 131 1 X2 - V4' MIN. a 3' OE. OR 14 GA. 03 "0 6OTTOt1 PLdTF NAILING OR MOOR BOLTS ( NOTE'S) 161"X3 -1/2" MN a 8" OG OR I/2" AB 1 5'-6" ac. 16 1 "43 -1/I" 11N a S" OL, OR I/2" AB a 3'-2" O.C. OR 543" AB a 4' 4' O.C. .161"X3 -IR' MN. a 4' O.G. OR 'A5 a 2 ' "0' 0C. OR 5/5" AS • 3'-0' O.C. 1 /0(5 " LAG SCREW 11 VOL, CR I/2" AB a I'-6" OL, OR 5/8" AB 1 2' - 4" ac. OMB" LAG SCREll a 6' OL OR V?" Ae v 1' -4' D.C. OR 5 /8'ABe -v'0E V4h6' LAG SCREW 41 3' DCCR 5/e" AB v I' -2" OL FRAMIN;s ANCHORS (NOTES '1, '8) 435 a 2'4' O.C. A35 a I' -6' OL. ABa14 "0..C, A35a IV' DE 435 e B OL A35 1 6" Or.. ALLOW- ABLE SHEAR 130 PLF 230 PLF 350 PLF 502 PLF NOTES 2, 4, 9, 10 2,4,9,10 2,4,6 9,10 MARK rto- ti•-• 2 NOTES: L ALL. FASTENERS SHALL MEET THE FOLLOWING CRITERIA? 0.131 DIRK 2 141" COMMON " 0161" DIA k 3 VP MIN. 5d COOLER • 0.006" DIA X 15/8" M ® B ' DIA X 1 I/2" MW, 4" STAPLE = 0.012' DIA X 1 �" MIN, 14 GA STAPLE I 0 � DIA �' GUS 0.148= D44 X 13/4" MIN UG4 2. ALL APA RATED 6HEATNWG SIDING AN AND SD PANEL. x I U? Mal FRAMING AND FASTENED PER THE DING A ANA EDGES SHALL BE BACKED WITH 1 INCH NOMINAL OR WIDER VERTICALLY. SPACE NAILS AT 12" 0.c. OR 6T BOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR 3. PROVIDE ALL ANCHOR BOLTS WITH 3")0"X3/16" PLATE W OE. ALONG NTER►'IEDIAIE FRAMING MEMBERS. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT pANEL DETAIL 5. PROVIDE 1/16" MIN. APA RATED SHEATHING (PLYWOOD R OS13) R APA RATED 6. R ATED PA NELS ARE PP AL ON EXTERIOR WALLS DESIGNATED AS 6 SIDR�e 303 OR INNER SEAL 058 BOTH SIDES OF A WALL AND NAIL S P PA ACIj 15 = ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERS LESS THAN b O.C. G BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL SE STAGGERED MEMBERS OR FRAMING SHALL 1. REFER TO TYPICAL 6MEARIUALL DETAILS FOR LOCATION OF FRAMING NAWSFER HARDWARE AT ExTERloR 6HEARWALLS AT ROOF WHERE 4MING ANCHORS. SEE DETAIL '304 FOR SHEAR SEE DETAIL '502 FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. IS PERPE�IDIGULAR TO WALL a AT INTERIOR SHEARWALLg AT RpOF PARALLEL TO THE TRUSS WITH FRAMING ANCHORS SPACED PER SCHEDULE pR E5 REFER TO DETAIL 501. TIE SND 1 TO ROOF AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW EEX1mD SNEAIFIIIALL TO R SHEATH AND SHEATH 9. ALL FRAMNG MEMBERS RECEIVING EDGE NAILING FRCI -1 ABUTTING PANELS 614ALL Nor BE LESS THAN A SINGLE 3x MEMBE=R ®SHEARWALL TYpEs 3,4, AND 5. FOR EXAMPLE, PROVIDE A 3X STUD Al VERTICAL JOINTS IN TIE SHEATHING. O. FOUNDATION SILL PLATES AND BOTTOM PLATES OF 614EARpALL SNALL NOT BE LESS THAT A SINGLE 3X MEMBER a SHEAk^IUALL TYPES 3,4, AND 5. ALSO, PEaovIDE A 3x MINIMUM WIDTH 5. TO RECEIVE LAC, SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW 5UE L OR MEMBER X BL SNEAI IL FA6TENUER5 ATS �y�� L F + �B�RyATI� AND FI ARULQLL OR 3X BLOCKING BELOW GIS HDG, BATCH/POST 140T-DIP GALVANIZED O MECCHAN II ALLLY C�A TREATED BALI BE STAINLESS STEEL. in- F). SHEAR WALL, DETAIL 3/4" SCALE I. 2X STUD WALL 2. SIMPSON HOLDOWN PER PLAN, FILL ALL NAIL HOLES W /16d NAILS 3. EDGE NAILING 9 BOTTOM PLATE AND SILL PLATE 4. ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL SCHEDULE 5. FOOTING DIMENSIONS AND REINFORCING PER CHAPTER 4 OF IRC i. 2X STUD WALL 2. SIMPSON HOLDOWN PER PLAN 3. 2X TREATED BOTTOM PLATE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE 4. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 5. (2) a4 REBAR CONTINUOUS NOTE: AT HOLDOWN, THICKEN FOOTING TO PROVIDE A FOOTING DEPTH 3" GREATER I' -4" THAN ANCHOR BOLT EMBEDMENT FOR A 24" LENGTH HOLDOWN TP. SHEAR WALL. DETAIL. INTERIOR THICKENED PTG. 3/4" SCALE I. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 3. 2X STUD WALL 4. EDGE NAILING PER SHEARWALL SCHEDULE 5. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. (AT INT. WALL SLOT PLYWD.) 6. SIMPSON FRAMING ANCHOR PER SHEARWALL SCHEDULE (NOT REQUIRED IF PLYWOOD JOINTS ARE LOCATED AS SHOWN ON THIS DETAIL). 'TYPICAL. SiilEAR WALL !DETAIL WITH WALL 13EL011J 3/4" SCALE I. USE TOP PLATE NAILING PER SHEARWALL SCHEDULE 2. SIMPSON FRAMING ANCHOR PER SHEAR WALL SCHEDULE 3. EDGE NAILING PER SHEARWALL SCHEDULE 4. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN T T 5. NT. SHEAR WALL DETAIL WITH NO SHEAR U. $4eOYv 3/4" SCALE IF JOISTS ARE PERPENDICULAR . TO SHEARWALL PROVIDE (2) 2) BLOCKING BETWEEN JOISTS FOR FULL LENGTH OF SHEARWALL I. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 3. SIMPSON STRAP PER PLAN. SLOT PLYWD. AND BEND STRAP e JOIST OR BLOCKING 4. EDGE NAILING PER SHEARWALL SCHEDULE IF JOISTS ARE PARALLEL TO SHEARWALL PROVIDE DBL. JOIST TINDER SHEARWALL T rP. NT. Si -IgAIR WALL D St04 I L WITH NO SHEAR WALL 5 3/4 SCALE L ®� NOTE: PROVIDE SHEATHING AND NAILING PER SHEARWALL SCHEDULE OR DESIGN TRUSS AS A DRAG STRUT, REFER TO ENGINEERING FOR DESIGN FORCES I. SHEATHING AND NAILING PER SI-EARIUALL SCHEDULE AND PER PLAN 2. SIMPSON 1 435' FRAMING ANCHORS PER SHEARUALL SCHEDULE 3. Sd NAILS 9 6" ON CENTER 4. GABLE END TRUSS 2 GABLE END TRUSS DETAIL. 3/4" SCALE OPTION 'A' OPTION 'B' I. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 3. SIMPSON A55 SPACED PER SHEARWALL SCHEDULE 4. 8d NAILS e 6" ON CENTER 5. 2X FRAMING ON TOP OF LOWER WALL 6. ROOF TRUSS rr . INT. SHEAR WALL DETAIL LL PARALLEL TO ROOF RAINING 3/4 SCALE MDT En . ineerin :• Inc. Lateral Analysis Wind Design: Per 2006 IBC and ASCE 7 -05, Sect. 6.4 Method 1 Simplified Procedure Wind Speed = 85 MPH Exposure B 31403 44 Ave. S Auburn, WA 98001 253 - 887 -8725 (Fax) 253- 887 -8672 From Figure 6 -2 This factor varies on mean height and exposure category H = 30' or less Height and H = 35' or less Exposure Factor =1.0 H = 40' or less Height and Exposure Factor =1.05 Height and Exposure Factor =1.09 Horizontal Wind Loads: From Figure 6-2 These loads vary based on wind speed, roof slope and These are the maximum values for any roof slope. nd height and exposure Ps = HEF x Kzt x lx Ps30 Zone A= 1.O,x1.0x1.0x15.9= 15.9PSF Zone B = 1.0 x 1.0 x 1.0 x 8.8 = 8.8 PSF Zone C= 1.0x1.0x1.0x10.6 =10.6PSF Zone D= 1.0 x 1.0 x 1.0 x 7.0 = 7.0 PSF For Horizontal Design . Loads, use the maximum load of 15.9 PSF i directions. in all zones and MDT En Lateral Analysis Seismic Design: Fa = 1.0 Ss = 1.5 ineerin Inc. Per 2006 IBC and ASCE 7 -05, Sect. 12.14 Simplified Alternative Structural Design Soil Site Class D Occupancy Category 1, I = 1.0 Fv =1.5 S1 =0.5 Sm1 =FvxS1 = 1.5 x 0.5 = 0.75g Sds 2/3xFaxSs= 2/3x1.0x1.5 =1.0g Sd1 = 2 /3xSm1 = 2/3 x 0.75 = 0.5g From Table 11.6 -1, Seismic Design Category D V= (FxSdsxW) /R V= „(1.2x1.Ox VV) /6.5 V= 0.1846xW 31403 44 Ave. S. Auburn, WA 98001 253 - 887 -8725 (Fax) 253 - 887 -8672 W = Dead Load R = Response Modification Factor R = 6.5 for light frame walls with wood shearwalls F = 1.O for 1 story F • =1.1 for 2 story F = 1.2 for 3 story CONAPP■M__VI EII1 WIND *. U5a MAX.. WINO) LoAb af psir LN b RECTI(014S Vhoir. FS - i) 502471-P V 0.1E4(00\4 'ID Nt1= Vio) 460 P2-&061 vEGto • 0-1814 ■21,0) hiep /01g pz.. gwovokvai/ e ' 1/ 2ipLr 7-- AAA)4 'S l x 30 AioCt -vim FFc )/ vv/ (p)(4,0 R4 13 I x Sc' Aov- C� a Q X75' 1,76 gi4 7A Wind Load 15.9 SW# Tributary Area Width Tributary Area Height Total Shear Wall Length Total Wall Length Shear Per Foot SW Type 1 21 13.5 4508 1.50 12.50 14.00 322 2/3 2 21 13.5 4945 3.00 5 5.5 2.00 2.00 3.00 10.00 495 4 3 5 5.5 437 3.00 1.75 1.75 3.00 9.50 46 1A/3 4 13 13.5 2790 1.50 1.50 1.50 5.00 1.50 11.00 254 2/3 5 13 13.5 7298 42.00 1.50 43.50 168 1 MDT Engineering Page 1 Consulting Structural Engineers 31403 44th Ave. S. Auburn, WA 98001 253 -887 -8725 Rosso Garage SW Shear Per Foot Len th (feet) Total S (Ibs) 483 Dead load (Ibs) 250 Wall Height (feet) 19 Gross Uplift (Ibs) 6118 Net Upl (Ibs) 5931 H °Stdawn� p HDU11 _ 1A 322 1.5 1B 322 12.5 4025 250 19 6118 4556 STHD14 2A 495 3 1485 250 19 9405 9030 HDU14 2B 495 2 990 250 19 9405 9155 HDU14 2C 495 2 990 250 19 9405 9155 HDU14 2D 495 3 1485 250 19 9405 9030 HDU14 3A 46 3 138 150 10 460 235 NEGLECT 3B 46 1.75 80.5 150 10 460 329 NEGLECT 3C 46 1.75 80.5 150 10 460 329 NEGLECT 3D 46 3 138 150 10 460 235 NEGLECT 4A 254 1.5 381 445 19 4826 4492 STHD14 4B 254 1.5 381 445 19 4826 4492 STHD14 4C 254 1.5 381 445 19 4826 4492 STHD14 4D 254 5 1270 445 19 4826 3714 STHD14 4E 254 1.5 381 150 10 2540 2428 STHD14 5A 168 42 7056 445 19 3192 -6153 NO UPLIFT 5B 168 1.5 252 150 10 1680 1567.5 STHD14 FR cv� I 1,J S Lp._= 2 -5 A �f cam l ° 101 52.0 M= I�c�Co ,2 Lf � 3 `t 3- Co50 .GJ\ A L >� W I r.► D61 L? FU)L) (2 tck 5 2,.i55(c) �= D.s' w= (i)(5 c`3b4- 64a) _ (so M= 8955 f. -x = r err 1 (L5 �/¢ x /f3 c:, (...n) to,5 6;(..f3 LL)` C t . t g0+ (0614 ( c 5 1, 'f = 3 (J10 I8 4 (5a 2.25`A D1`7 ( L k,s.F, _ :'3 49 p4_ co•-_5 /co 4-0 7/ �C. 06 -01 -2011 GENO ROSSO 3359 LAKEWOOD AV S SEATTLE WA 98144 RE: Permit No. D09 - 034 13044 57 AV S TUKW Dear Permit Holder: Based on the above, you are hereby advised to: -or- The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -034 City of f Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/15/2011. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and/or receive an extension prior to 07/15/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 7, 2010 Geno J. Rosso PO Box 80543 Seattle, WA 98108 Dear Mr. Rosso, Sincerely . fer Marshall it Technician RE: Request for Extensions #3 Permit Numbers: D08 -378, D09 -034, EL08 -1492, EL09 -0432, M09 -075, and PG08 -289 File: Permit No. D08 -378, D09 -034, EL08 -1492, EL09 -0432 W:\Pernit Center\Extension Letters \Permits\2008\D08 -378 Permit Extension 43.doc I ? Jim Haggerton, Mayor epartment of Comm i nity i'evelopment Jack Pace, Director This letter is in response to your written request for an extension to Permit Numbers D08 -378, D09 -034, EL08 -1492, EL09 -0432, M09 -075, and PG08 -289. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permits an additional 180 days from the latest date of expiration, through July 15, 2011. Please note that per the Building Official this is to be the last extension granted for any of these permits. In order to keep these permits as active progress must be made and inspections conducted. Each inspection automatically extends the permit an additional 180 days. Please note that each permit is on its own timeline and will require a separate inspection. Notices will continue to be sent that are identical to those you have been receiving. The option for a written request will still be on your letter, but will no longer be applicable in your situation. As stated above, the only way to extend your permits will be by scheduling and having inspections. If a permit does expire, a new application, plans, specifications, and fees will be required. If you should have any questions, please contact our office at (206) 431-3670. 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 November 22, 2010 City of Tukwila Attn: Bob Benedicto 6300Southcenter Boulevard, Suite 100 Tukwila, WA 98188 oil21it Re: Permits #PG08 -2��M09-075, D08 X14 I Lo Dear Mr. Benedicto; In regards to the above permits, I need to request and extension, I have been working hard to finish my house, but with the current economic recession it has been a real struggle just to pay my monthly mortgage, bills and yearly taxes. I have only been able to put a small portion aside to finish my house. During this time I have been working continuously, weekly and I am getting very close to having this project finished at 13044 — 57 Ave. S., Tukwila, WA 98178 ROSSO GARDENS, L.L.C. 6404 ELLIS AVENUE SOUTH PO BOX 80543 SEATTLE, WASHINGTON 98018 -0543 206 - 763 -1888 — FAX 206 - 762 -2544 NOV erev 24 2O1 C 78, EL08 -1492, EL09 -0432, D09 -034 0, /4, all leodays 0 40 1 12 -01 -2010 GENO ROSSO 3359 LAKEWOOD AV S SEATTLE WA 98144 RE: Permit No. D09 -034 13044 57 AV S TUKW Dear Permit Holder: -or- Sincerely, 7 Bill Rambo Permit Technician File: Permit File No. D09 -034 Jim Haggerton, Mayor artment of Community Itevelop,;; e 'g Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/21/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/21/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206.431-3670 o Fax: 206- 431 -3665 June 17, 2010 Geno J. Rosso PO Box 80543 Seattle, WA 98108 RE: Request for Extensions #2 Development Permit Nos D08 -378 & D09 -034 Electrical Permit Nos EL08 -1492 & EL09 -0432 Dear Mr. Rosso, City o, f Tukwila Department of Community Development Jack Pace, Director This letter is in response to your written request for an extension to Permit Numbers D08 -•378, D09 -034, EL08 -1492, and EL09 -0432. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through January 21, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, arshall hnician File: Permit No. D08 -378, D09 -034, EL08 -1492, EL09 -0432 W:\Permit Center\Extension Letters \Permits\2009\EL09 -0432 Permit Extension #2.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206- 431 -3670 0 Fax: 206 - 431 -3665 r i ROSSO GARDENS, LLC 6404 ELLIS AVE SOUTH, PO BOX 80543 SEATTLE, WA 98108 '/ PHONE 206 - 763 -1888; FAX 206 - 762 -2544 -10 LL G City of Tukwila Att: Bob Benedicto 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Permits # D08 -378, EL08 -1492, EL09 -0432, D09 -034 Sir: In regards to the above permits, I need to request an extension as I had a financial hardship and have not been able to secure the needed financing to finish my house portion of the project for the above permits, location is 13044 57 Ave So, Tukwila, WA 98178. O z '( /6o da? Sincer ly, 6 <ZL Geno 3. Rosso Thank you. June 09, 2010 P ; Owl 12Lc d k° e Ott21 ) 1( ED If IN 0 9 2010 COMMUNCITY DEEVELOP1 GENO ROSSO 3359 LAKEWOOD AV S SEATTLE WA 98144 RE: Permit No. D09 -034 1304457 AV S TUKW Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D09 -034 Department of Community Development Based on the above, you are hereby advised to: The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Jim Haggerton, Mayor In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/26/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 07/26/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 U Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 o Fax 8 206 - 431 -3665 December 24, 2009 Geno J. Rosso PO Box 80543 Seattle, WA 98108 RE: Request for Extensions Development Permit Nos D08 -378 & D09 -034 Electrical Permit Nos EL08 -1492 & EL09 -0432 Dear Mr. Rosso, This letter is in response to your written request for an extension to Permit Numbers D08 -378, D09 -034, EL08 -1492, and EL09 -0432. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permits an additional 180 days from the slate of expiration, through July 26, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: er Marshall t Technician epartment of Community '- eVelopment Jack Pace, Director Permit No. D08 -378, D09 -034, EL08 -1492, EL09 -0432 W:\Permit Center\Extension Letters\Pem,its\2009\D09 -0432 Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206- 431 -3670 0 Fax: 206 - 431 -3665 City of Tukwila Att: Bob Benedicto Re: Permits Sir: Thank you. Sincerely, Geno J. Rosso ROSSO GARDENS, LLC 6404 ELLIS AVE SOUTH, PO BOX 80543 SEATTLE, WA 98108 PHONE 206 - 763 -1888; FAX 206 - 762 -2544 .0( {(7-t V vvv° D December 12, 2009 D08 -378, EL08 -1492, EL09 -0432, D09 -034 In regards to the above permits, I need to request an extension as I had a financial hardship and now have just received my needed financing to finish my house portion of the project for the above permits, location is 13044 57 Ave So, Tukwila, WA 98178. Does this letter cover ALL of my permits or should I send out this letter for all my other permits? RECEIVED CITY OFTUKWIA DEC i17 2009 PARMIT PENfihP D1121 I v' � T olI2 GENO ROSSO 3359 LAKEWOOD AV S SEATTLE WA 98144 RE: Permit No. D09 -034 13044 57 AV S TUKW Dear Permit Holder: -or- Bill Rambo Permit Technician File: Permit File No. D09 -034 City If Based on the above, you are hereby advised to: Tofu %gl� epartment of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/27/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/27/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 3, 2009 Stacy MacGregor Assistant Planner Department of Community Development City of Tukwila Tukwila, WA Re: Permit #D09 -034 Dear Stacy; I am writing to you in regards to the above Permit. It is my intention to store and work on my collector cars, truck and RV's. I also intend to use the garage for an indoor batting cage, sports court and gym for myself and my son. Sincerely, Gene J. Rosso, II • • GENE J. ROSSO, 11 PO BOX 80543 SEATTLE, WA 98108 -0543 FILE COPY nec /JUN 0 3 2009 STATE OF WASHINGTON County of King I hereby certify that I know or have satisfactory evidence that Gene J. Rosso, II is the person who appeared before me, and said person acknowledged that ( he, h) signed and executed the witRfn and foregoing instrument and acknowledged it to be (his, her) free and voluntary act for the uses and purposes mentioned in this instrument. Dated: 1P e 3 Q 09 Not y Pub in a th State of Washington p . pct sy.) Printed Name Residing at My appointment expires • I 3J) )13 NOTARY PAGE Stacy MacGregor - Rosso Garage From: Stacy MacGregor To: tango615 @hotmail.com Date: 06/01/2009 11:37 AM Subject: Rosso Garage Tuan Ngo, • I am the planner reviewing the Rosso Garage, permit # D09 -034 for the City of Tukwila. Page 1 of 1 The plans have removed all internal indications of a second story. Tukwila Municipal Code prohibits garages larger than the main house and larger than 1500 square feet and the plan submitted meets this code requirement. Tukwila Municipal Code also prohibits detached accessory dwelling units so this structure cannot be used or converted to living space. Please provide a statement signed by the property owner explaining the intended use of the garage and the rational for insulating and heating a one -story, 24' tall structure. This can be submitted as a revision to correction letter #1. Call me if you have any questions. Sincerely, Stacy MacGregor Assistant Planner Department of Community Development City of Tukwila SMacGregor @ci.Tukwila.WA.US 206 - 433 -7166 internal ext 1166 file: / /C:\ Temp \ XPgrpwise\ 4A23BD69tuk -mai 16300 -po 1001783331138EF 1 \GW } 00001.... 06/01/2009 May 21, 2009 Allen Johannessen Plans Examiner Building Department City of Tukwila Tukwila, Washington 98188 • Re: Rosso Garage Development Permit Application Number D09 -034 The following is a response to the April 10 Building Department comments for Rosso Garage. I have also included 4 full sizes of the revision drawings and the comments. Sincerely, Tuan Ngo 1. Please see the revised Structural Engineering drawings for added wet stamps. 2. The Garage will be an electrical wall heated All windows and doors shall meet the energy code. All attic insulation shall be R -38. If you have any questions, please don't hesitate to call me at 253- 414 -2647. My email tango615 @hotmail. com CORRECTION LTR# D09% 03 RECEIVED MAY 2 6 2009 PERMIT CENTEI May 21, 2009 Stacy MacGregor Planning Department City of Tukwila Tukwila, Washington 98188 0 Re: Rosso Garage Development Permit Application Number D09 -034 The following is a response to the April 10 Building Department comments for Rosso Garage. I have also included 4 full sizes of the revision drawings and the comments. Sincerely, Tuan Ngo 1. The Garage total square footage was 1090 S.f. with 400 s.f. of patio. The total including the patio is 1490 square foot. Please refer to cover sheet for the code research on the building. This Garage shall be one story. 2. The site plan has been revised to match the floor plan. 3. The numbering system has been corrected 4. The deck has been deleted If you have any questions, please don't hesitate to call me at 253 -414 -2647. My email tango615 @hotmail. corn CORRECTION LIMO £o9 Q3JI RECEIVED HAY 2 6 2009 PERMIT CENTEF May 21, 2009 Joanna Spencer Public Works City of Tukwila Tukwila, Washington 98188 Re: Rosso Garage Development Permit Application Number D09 -034 The following is a response to the April 10 Building Department comments for Rosso Garage. I have also included 4 full sizes of the revision drawings and the comments. 1. The site plan have been revised 2. Sheet 10 Detail #7,8, &9 have been revised 3. The total garage work estimated to be $50,000. the site work associated with the garage is $15,000. If you have any questions, please don't hesitate to call me at 253- 414 -2647. My email tango615 @hotmail. com Sincerely, Tuan Ngo j1 D09- 03 RECEWF MAY 26 2009 PERMIT CEI o April 10, 2009 Gene Rosso 3359 Lakewood Ave So Seattle, WA 98144 Dear Mr. Rosso, Bill Rambo Permit Technician encl File No. D09 -034 City of Tu la Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D09 -034 Rosso Garage —13044 57 Ave S 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, Planning and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 733 -7166 if you have questions regarding the attached memo. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throuzh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, P:\Permit Center\Correction Letters\2009\D09 -034 Correction Letter #1.DOC wer 6300 .Snvthcentar Rnnlevarrl_ .Saito #l • Tirlrwila Wachinornn OR1RR ® Dhnno. /nh_ '2/ 2X7,1 a..... Jim Haggerton, Mayor Public Works Department: Joanna Spencer at 206 431 -2440 if you have any 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. Jack Pace, Director 7nL A•31 7LL • 0 Building Division Review Memo Date: March 12, 2009 Project Name: Rosso Detached Garage Permit #: D09 -034 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Exa miner t. I 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 garage design is an engineered design. Therefore the engineers' structural plan sheets shall be originally wet stamped and signed by the engineer. Please provide two copies of stamped and signed sheets by the engineer. 2. Please indicate if this is to be a heated building. If this is provided with a heat source, identify what that is. All doors, windows shall comply with energy code. Attic insulation ( "R" value not shown) shall be R -38. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • 0 PLANNING DIVISION COMMENTS DATE: March 13, 2009 APPLICANT: Rosso Garage RE: D09 -034 ADDRESS: 13044 57 Ave S The plans as submitted are not approved. Please review the following comments listed below. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. This doesn't make sense as a single story structure. Every indication is that this building has two floors. A detached garage greater than 1500 square feet will not meet code. The applicant came to the counter with a two -story, two- bathroom plus wet -bar. The plan was not changed but the pages showing the second story floor plan were removed. Modify the plan to create a garage that accurately meets code or pursue a short plat on the property. 2. The site plan and the garage floor plan show different footprints. Correct this. 3. Correct the page number on the plan. Numbering "Sheet X of ? ?" doesn't work. The final sheet is numbered "Sheet 10 of 12" but there are only 7 sheets. 4. Show how the deck will be accessed on the plan. Does the deck have a railing? PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 9, 2009 PROJECT: Rosso Detached Garage PERMIT NO: D09 -034 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise your site plans per attached marked -up sheets 1 and 2. 2) Sheet 10, Detail 109, callouts 7, 8 and 9 do not have explanations. 3) Provide a construction cost estimate for site work associated with construction of the garage: temporary and permanent erosion/sediment control and downspout storm drainage system. 4) joanna Comments 1 D09 -034 ACTIVITY NUMBER: D09 -034 PROJECT NAME: ROSSO GARAGE SITE ADDRESS: 13044 57 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision :# 'DATE: 05 -26 -09 Response to Incomplete Letter # After Permit Issued DEPARTMENTS: building Division u• Public Works DETERMINATION OF OMPLETENESS: (Tues., Thurs.) DUE DATE: 05-28-09 Complete Comments: GOND WY PLAN REVIEW /ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Documents /routing slip.doc 2 -28 -02 TUES/THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n LETTER OF COMPLETENESS MAILED: n n Not Applicable S M Planning Division Structural Review Required No further Review Required DATE: DUE DATE: 06-25-09 Not Approved (attach comments) DATE: - - 09 Permit Coordinator n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 - 034 I DATE: 03 -10 -09 PROJECT NAME: ROSSO DETACHED GARAGE SITE ADDRESS: 13044 57 AV S X Original Plan Submittal Response to Correction Letter # Revisioni# Response to Incomplete Letter # After Permit Issued DEPARTMENTS: ti± . Bui ing Digtstoor _ Rublic Works DETERMINATIOJ4 OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Not Approved (attach comments) 1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 4 — ko — 4 C t Bldg its- °NI O Fire Prevention Structural Incomplete n n W\ d&' erg O �O1 Planning Division Permit Coordinator DUE DATE: 03-12-09 Not Applicable C DUE DATE: 04-09-09 Fire ❑ PIng4tr PW W-- Staff Initials: VVI` 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. Date: � 0 I Plan Check/Permit Number: D09 -034 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ROSSO GARAGE Project Address: 13044 57 / Ave S Contact Person: " /�ti ' k4 �° Phone Number: Z S • Y 2-� 4 Summary - of Revision: ? zu65e0 A-1( 4e/kg co v►1 fr,a,(Aic . ,L [5 n & M oil 5 4 s112. S G✓�vl lAtrtg e• Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: . 5 - 5 1-- Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director AEA ma opTUKWILA MAY 2 6 2009 rca l� ;.2Ipll$�I�pRu�rs� ate,. EVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2009 City of 711kwila BUILDING DIVISION t : . I . zoom soot;) oa :N Y Tel iku k VC\TY VAP SITE INFORMATION ACRES: 0.42 (18,500 S.F.) PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DOD Approved By: Dater ( () L 10 4011 SEPARATE PERMIT REQUIRED FOR: ® Mechanical E. Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION E \GII�EEpING CONSULTANTS MDT ENGINEERING MICH�I.I.� 11- IOMP5ON P 1403 5, 4411 -1 AVaNUt 50L I WUN, WA 96001 WINDOWS DOORS (GLAZING >50% OF DOOR) FILE COPY Permit No. P '`) / 2 1 1 253 - 887-8725 CORNERSTONE GEOTECHNICAL Inc. KTVIN C3OEK- 101.1" 17625 -130th AVNNll C -102 WOOtINVILL, WA 98072 42- 844 -I917 Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan." 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 � Copy and conditions Is acknowledged: BY ./4 Date: A City Of 1UkwIla BUILDING DIVISION ROOF VENTING CALCULATIO\ GLAZING CALCULATIONS TOTAL GLAZING / FLOOR AREA = 160/1090 = 15% 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. 6IE\t O55O 21ACH2 6IAPNAL p 10/1 57'- AVM, 50. LKWLA WA, 9815 S "Fry, NET FREE VENT AREA SHALL EQUAL 1/300 OF AREA TO BE VENTED ATTIC AREA 1090 SF 1090 x 1/300 = 3.6 SF TOTAL 4 / 2 = 2 SF EACH AT EAVES AND RIDGE VENTS 160 SF 24 SF 184 SF TOTAL IND OF 2A\A15 w:cHiThcn M Al 511t PLAN A2 FLOON P1,AN5 A3 FIZ/A110N5 A4 PULPING 5C110N5 ANn 19N'A11.5 51 51R CODE DATA PROJECT NAME: PARCEL #: SITE ADDRESS: LOCAL JURISDICTION: CODES UTILIZED: CURRENT ZONING: NUMBER OF STORIES: BUILDING HEIGHT: Th EXISTING HOUSE DETACHED GARAGE ADDITION NO1t5 53 51tAIN/ALI.I.AYOU1" 54 p00F MAN / T■ll.S 55 I.AThrAI. nMll.S �! CHA \GE TO REFLECT S I\ THIS PLA\ PROJECT DESCRIPTIO\ ADDING 1042 S.F. OF DETACHED GARAGE TO AN EXISTING HOUSE LEGAL DESCRIPTION LOTS 67 AND 68, EAST RIVERTON GARDEN TRACTS 2ND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON. ELEVATION DATUM CONVERTED TO NAVD88 USING CITY OF TUKWILA PUBLIC WORKS DEPARTMENT FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS, INVERT SEWER MANHOLE, SHEET C4.01; MANHOLE ELEVATION = INVERT 0.93 FEET + FIELD INVERT MEASURE UP OF 18.4 FEET = 19.33 FEET NGVD29 CONVERSION TO NAVD88: EQUATION: 19.33 FEET NGVD29 + 3.52 FEET = 22.85 FEET NAVD88 CITY OF TUKWILA 2006 IRC 2006 IFC TOTAL EXISTING BUILDING HEIGHT: 24' -6" ROSSO DETACHED GARAGE PROJECT 2172000340 13044 57TH AVENUE TUKWILA, WASHINGTON 98178 PER SECTION 18.06.345 — GARAGE, PRIVATE PER SECTION 1810.057 MAX. BLDG. FOOTP DO RESIDENCIAL RECEIVED MAY 2 6 2009 PERMIT CENTER 0.11 CORK LTR# F OF LOT AREA S.F. 1490 TOTAL S.F. NOT EXCEEDING 1500 TOTAL S.F. LOT COVERAGE 18,500 S.F. (TOTAL LOT) „VAT' �� UNDERGROUND 4 "ASTM D 3034 SDR 35 PVC STORM DRAIN (TYP) • • 96UNDERGROUND STORM WATER RETENTION TANK NORWESCO MODEL 41329 1200 GAL CISTERN (INSTALLED UNDER PERMIT # D08 -378) GRAVEL SWALE FOR RETENTION TANK OVERF (SEE DETAIL THIS SHEET) OVERFLOW PIPE 4 "ASTM D 3034 SDR 35 PVC (PERF) ELEV. 18.52' NAVD88— PROPOSED STRUCTURE OUTSIDE 100 YEAR FLOOD ELEV. o c o a 02 0 c o , o v a O a aJ h �C 0 4 ' O 7 07. O n o111 AO I 0.20' DET,4 /L nts East Riverton Garden Tracts Passion Vine Relocated Wist Addition 66 Vol. 12/ 65 o O e ‘Z0 <f)/\\\S'\ "", .V. ' ) AD 0.64' Ro 0 Q I 1 1/2" Drain Rock 1 30.0' 0 h west end ch fence is 0.1' Exist Grade wood fence is 0.3' south 7 O• Evergreen Clematis Filter Cloth Gravel Swale for overflow from Retention Tank Overflow Replacement Trees to be Planted 6-8' Western Red Cedar Spring Grove (TYP) 3' spacing east end wood fence is south of line east end chain link fence is on line Found rebar w /cap #6228 0.88' southwesterly of line 72 Setback from High Water Line 35.00' 20.00' Exist Grade Elev 20' Riverbank Cross Section at Setback Rivers/de Park Vol. 70/ 00' RIVER ENVIROMENT Assumed High Water Line 14' ELEV Existing Slope 2.5 to 1 Slope High Water Line Elev 14' west end bamboo fence is 0.4' northeasterly Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan 77 PLANTINGS UNDER PERMIT #D08 -37/ 40' RIVER ENVIROMENT 35' SETBACK (2.5:1+20') FROM OHWM Water line at time of s»rvey NOTE: 100 YEAR FLOOD ELEV = 15' IN NGDV29 = 18.52' NAVD88 west end bamboo fence i 0.8' southwesterly set 2"x2" w /tack 3 LI 70 RECEIVED MAY '2 2009 PERMIT CENTER LEGAL DESCRIPTION 10 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2009 City of Tukwila . 7'.1ILDING DIVISION JUI 1 5_ 2011 LOTS 67 AND 68, EAST RIVERTON GARDEN TRACTS 2ND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON. ELEVATION DATUM CONVERTED TO NAVD88 USING CITY OF TUKWILA PUBLIC WORKS DEPARTMENT FOSTER POINT WATER, SEWER AND ROADWAY IMPROVEMENTS, INVERT SEWER MANHOLE, SHEET C4.01; MANHOLE ELEVATION = INVERT 0.93 FEET + FIELD INVERT MEASURE UP OF 18.4 FEET = 19.33 FEET NGVD29 CONVERSION TO NAVD88: EQUATION: 19.33 FEET NGVD29 + 3.52 FEET = 22.85 FEET NAVD88 NOTE: 0 CONTACT: GENE ROSSO 206 - 730 -8631 CELL 5 GRAPHIC SCALE 10 x S 0 0 IIII i GV WV O O wm — 5 — — q - - w- - 512 — 20 ( IN FEET ) 1 inch = 10 ft. l.�G�Nt7 GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 DATE (OFFICE) PROJECT NO. DWG BY MB These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequar • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: Concrete Monument in Case Monument Tack in Lead or Nail & Disk Bronze plug Set rebar w /cap #23604 Found pipe Hydrant Power pole Deciduous Tree Evergreen Tree Catch Basin Gas Valve Water Valve water line storm drain line (0 , j S or rebar sewer manhole storm drain manhole water meter sewer line gas line --� power pole w /light 40 The location of utilities as shown serving the subject property have been taken from public records. We cannot certify to their accuracy and /or completeness. Before commencing construction involving excavation or removal of existing structures, call a locating service or 1- 800 -424 -5555 for underground utility locations. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic distance measuring device, supplemented by a steel tape. Contours as shown have been interpolated between spot elevations, actual ground surface may vary. This survey has been prebared for the exclusive use of parties whose names appear hereon only, and does not extend to any unamed third parties without express recertification by the land surveyor. Al siTE /LAVSC,gP SHT Al PLA\ REVISION 1 ett. SCALE 1" = 10' NW 1/4 SEC. _ 14__ TWP. 23_ RG. _ 4_ CD N ON Co N N r iy 55/ )(3 )(e 1 0' J 42' 10' J 1' -5 10' - t0W004 dOUY OP FLOOR PLAN i i 1 /4" = 1 N) CD N RECEIVED MAY 2! PERMIT CENTEF REVIEWED FOR I CODE COMPLIANCE APPROVED JUN 3 0 2009 City of Tukwila BUILDING DIVISION i CONTACT: GENE ROSSO 206 - 730 -8631 CELL expt JUL 5 2011 i _ t . t ♦ r 3 44 GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 DATE (OFFICE) PROJECT NO. DWG BY MB A2 FLOOR PLA\ SHEET A? SCALE 1" = 10' NW 1/4 SEC. _14_ TWP._23- RG. _.4_ G) N 11 1y WEST ELEVATIO\ SOUTH ELEVATIO\ 1 / 4 " = 1 18' - 6 3 8" STUCCO FINISH 7 -5 %6 0) 7' 5Y4" / 4"= l O 1 J 1 J C BUIL 1 1 — 4 \ORTH ELEVATIO\ Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan." EAST ELEVATIO\ 13' -9Y2 /4"= 1' RECEIVED MAY 2b 2009 PERMIT CENTER GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 CONTACT: GENE ROSSO 206 - 730 -8631 CELL /--- 8' —1Y ---/ 5' -8" /4" = 1 A3 ELEVATO\S DATE (OFFICE) PROJECT NO. DWG BY MB CODECOMEp ANCE APPROVED JUN 3 0 2009 ity of Tukwila DING DIVISION M JUL .15 2011 3L) SHEET A3 SCALE 1" = 10' NW 1/4 SEC. _14_ TWP._2 _ RG. _ , - .� .� // // i \\ \\ R38 BATT INSULATION (TYP) 6 3/4" x 18" GLB . COVER WITH 5/8" GYP BOARD (ALL EXPOSED SURFACES) R21 BATT INSULATION (TYP) ALL EXTERIOR WALLS \ / \ GARAGE • . < •, 1/2" GYP BOARD 5/8" TYPE X GYP BOARD ON EXT. GARAGE WALLS AND CEILING a.. C 0 MODIFIED BITUMEN SINGLE -PLY ROOFING MEMBRANE MODIFIED BITUMEN BASE SHEET L-- 3/4" OSB T &G SHEATHING SLOPE = .25/12 MFG. TRUSSES PER PLAN Section 2 3/8" = 1' -0" 1 2 • W29,5..c6al6a \ r6a25RWS6 rara / / 6666 tXXXS X:J N / 16666r6666,'MreSar6N255S66 R38 BATT INSULATION (TYP GACOFLEX DECK COATING 2 LAYERS T &G PLY FIRST LAYER CDX SECOND LAYER ACX W/ SOLID CROSS BAND SLOPE = .25/12 2X12 PT JOIST 16" O.C. 3/8" TEXTURED PLY SOFFIT --� t var 44 STUCCO FINISH N 2X6 STUDS ©16" OC 2 LAYERS GRADE D STYLE 2 BUILDING PAPER OR EQUIVALENT 1/2" CDX PLY SHEATHING Section 1 3/8" = 1' -O" � N REVIEWED FOR CODE COmPLIANGE APPROVED JUN 3 U 2009 City. of Tukwila BUILDING DIVISION I; • CONTACT: GENE ROSSO 206 - 730 -8631 CELL 0 SLOPE = .25/12 RECEIVED HAY '2_ PERMIT CENTER S GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 DATE (OFFICE) PROJECT NO. DWG BY MB a -CTIO .. • 4" PATIO SLAB GRAVEL OR SAND BASE Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan." 60q 3&I \S SHEET A4 SCALE 3/8" = 1' N N N NW 1/4 SEC. _14_ TWP._23._ RG. _.4_ S EARWALL SC-E3LE MARK SHEATHING (NOTE #5) FASTENER SPACING @ ALL EDGES (NOTES #1, #11) BOTTOM PLATE NAILING OR ANCHOR BOLTS (NOTE #3) FRAMING ANCHORS (NOTES #7, #8) ALLOW- ABLE SHEAR NOTES 7/16" MIN. APA RATED .131 "X2 -1/4" MIN. @ 6" 0.1 .167 "X3 -1/2" MIN. @ 8" O.C. 1A SHEATHING OR OR OR A35 @ 2' -4" O.C. 130 PLF 2 APA RATED SIDING 303 14 GA. @ 6" O.C. 1/2" AB @ 5' -6" 0.0. 7/16" MIN. APA RATED .131 "X2 -1/4" MIN. @ 6" 0...167 "X3 -1/2" MIN. @ 6" 0.C. CR SHEATHING OR OR 1/2" AB @ 3' -2" 0.0. OR A35 @ 1' -6" 0.C. 230 PLF 2 APA RATED SIDING 303 14 GA. @ 6 0.0. 5/8" AB @ 4' -6" 0.C. 7/16" MIN. APA RATED .131 "X2 -1/4" MIN. @ 4" 0...167 "X3 -1/2" MIN. @ 4" 0.C. CR SHEATHING OR OR 1/2" AB @ 2' -0" 0.0. OR A35 @ 1' -0" 0.C. 350 PLF 2 APA RATED SIDING 303 14 GA. @ 4" 0.0. 5/8" AB @ 3' -0" 0.0. 7/16" MIN. APA RATED .131 "X2 -1/4" MIN. @ 3" 0.. "X5" LAG SCREW @ 7" O.C. OR SHEATHING OR OR 1/2" AB @ 1' -6" 0.C. OR A35 @ 10" O.C. 451 PLF 2, 4, 9, 1C APA RATED SIDING 303 14 GA. @ 3" 0.C. 5/8" AB @ 2' -4" O.C. 7/16" MIN. APA RATED .148 "X2 -1/2" MIN. @ 3" O.C.1 /4 "X5" LAG SCREW @ 6" O.C. OR 4 SHEATHING OR OR 1/2" AB @ 1' -4" O.C. OR A35 @ 8" O.C. 545 PLF 2, 4, 9, 1C APA RATED SIDING 303 14 GA. @ 2 -1/2" O.C. 5/8" AB @ 2' -0" O.C. 7/16" MIN. APA RATED .131 "X2 -1/4" MIN. @ 3" 0.. 1/4 "X5" LAG SCREW @ 3" O.C. OR 2, 4, 6 SHEATHING BOTH SIDES OR 14 GA. @ 3" O.C. 5/8" AB @ 1' -2" O.C. A35 @ 6 O.C. 902 PLF g, 10 TOP OF WALL 10 TOP OF SLAB 12 N.T.S I I U i a W 3 _/ I 5 6 I I 10 4 13 11 (4-Di LATERAL RESTRAINT PANEL 1. 2 "X4" TOP PLATE 2. GARAGE DOOR HEADER 3. NAIL SHEATHING TO HEADER 3" O.C. EACH WAY 4. 8d NAILS @ 3" O.C. ALL PLATES, HEADERS AND STUDS 5. PANEL WIDTH: < 2' -7" ® 9' WALL, < 2' -4" © 8' WALL 6. 3X BLOCKING @ ANY PLYWD. JOINTS 7. 3X PLATE 8. (2) -1/2" ROUND ANCHOR BOLTS, MIN. 7" EMBEDMENT 9. APA RATED SHEATHING PER SHEAR WALL SCHEDULE 10. (2) 2X STUDS. NAIL SHEATHING TO EACH STUD 11 SIMPSON HOLDOWN PER PLAN 12. (2) #4 REBAR . 13. #4 L t 16" O.C. VERTICAL - 3 MIN. #4 © 10" O.C. HORIZONTAL - 2 MIN. 14. RAISE ELEVATION OF CONCRETE STEMWALL TO PROVIDE A MINIMUM H/W RATIO = 3.5 / 1. WHERE "W" = 1' -6 ",' MAX. "H" = 5' -3" WHERE "W" = 2' -0 ", MAX. "H" = 7' -0" WHERE "W" = 2' -4 ", MAX. "H" = 8' -2" WHERE "W" = 2' -7 ", MAX. "H" = 9' -0" STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. INTERNATIONAL BUILDING CODE, 2006 EDITION, ASCE 7 -05 2. INTERNATIONAL RESIDENTIAL CODE, 2006 EDITION 3. SIMPSON STRONG TIE CONNECTORS AND ANCHOR SYSTEMS CATALOGS, 2007 4. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE STAINLESS STEEL, ZMAX (G185HDG PER ASTM A653), BATCH /POST HOT -DIP GALVANIZED (PER ASTM Al23 FOR CONNECTORS AND ASTM A153 FOR FASTENERS), OR MECHANICALLY GALVANIZED FASTENERS (PER ASTM B695, CLASS 55 OR GREATER). UNCOATED AND PAINTED PRODUCTS SHOULD NOT BE USED WITH TREATED WOOD. WHEN USING STAINLESS STEEL HOT -DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. DESIGN CRITERIA 1. WIND LOAD 2. SEISMIC 3. ROOF LOAD 4. FLOOR LOAD 5. DECK LOAD 6. SOILS 7. CONCRETE DL = 15 PSF LL = 25 PSF 8. MORTAR TYPE S TIMBER CONSTRUCTION NOTES INTERNATIONAL BUILDING CODE - 2006, ASCE 7 -05 SIMPLIFIED METHOD, BASIC WIND SPEED = 85 MPH, EXPOSURE B INTERNATIONAL BUILDING CODE - 2006, ASCE 7 -05 SIMPLIFIED ANALYSIS, SEISMIC DESIGN CATEGORY D, I = 1.0 DL = 10 PSF LL = 40 PSF DL = 10 PSF LL = 40 PSF ASSUMED 1500 PSF ALLOWABLE SOIL BEARING ASSUMED 30 PCF EQUIVALENT FLUID PRESSURE FOR RETAINING WALL DESIGN 3000PSI © 28 DAYS GRADE 40 REINFORCEMENT MINIMUM 3" COVER FOR ALL REINFORCEMENT EXCEPT AS NOTED AT RETAINING WALLS OR OTHER DETAILS 1. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON PLAN: ALL LUMBER, UNLESS NOTED OTHERWISE HEM -FIR #2 OR BETTER GLULAM BEAMS 24F -V4 Fb =2400 PSI 1 3/4" MICROLAM, LVL E =1800 KSI Fb =2600 PSI 2 11/16 ", 3 1/2 ", 5 1/4" & 7" PARALLAMS, PSL E =2000 KSI Fb =2600 PSI 2. WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON 'MSTA24' CONNECTORS, UNLESS NOTED OTHERWISE. 3. ALL SHEAR WALL SHEATHING NAILS AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND AS NOTED IN THE SHEAR WALL SCHEDULE. 4. FLOOR AND ROOF DIAPHRAGM NAILING SHALL BE 8d COMMON @ 6" 0.C. AT ALL SUPPORTED PANEL EDGES AND 8d @ 12" 0.0. AT INTERMEDIATE SUPPORTS. SOIL CONSTRUCTION NOTES 1. ALL FOOTINGS AND SLABS SHALL BEAR ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR 2. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER OR THE ENGINEER. 2. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES MUST HAVE THE APPROVAL OF THE ENGINEER PRIOR TO CONSTRUCTION. NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2009 City of Tukwila BUILDING DIVISION JUL 1 5 2011 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 0.131 DIAX 2 1/4" MIN, 0.148" DIA X 2 1/2" MIN, 16d COMMON = 0.167" DIA X 3 1/2" MIN, 5d COOLER = 0.086" DIA X 1 5/8" MIN, 5d GWB = 0.092" DIA X 1 3/4" MIN, 15GA STAPLE = 0.072" DIA X 1 1/2" MIN, 14 GA STAPLE = 0.080 DIA X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING AND PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12" 0.C. OR STAPLES AT 10" 0.C. ALONG INTERMEDIATE FRAMING MEMBERS. 3. PROVIDE ALL ANCHOR BOLTS WITH 3 "X3 "X3/16" PLATE WASHERS. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL #401. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. 6. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" 0.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. SEE DETAIL #304 FOR SHEAR TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PERPENDICULAR TO WALL SEE DETAIL #302 FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DETAIL #301. TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE . 3X MEMBER @ SHEARWALL TYPES 3,4, AND 5. FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. 10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAT A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4, AND 5. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL. @ SHEARWALL TYPES 3,4, AND 5. 11. FASTENERS AT PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL, G185 HDG, BATCH /POST HOT -DIP GALVANIZED OR MECHANICALLY GALVANIZED. ENGINEER OF RECORD Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan." RECEIVED MAY '2 6 2009 PERMIT CENTER 3LJ GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 SHEET S -1 S1 STRUCTURAL \ CONTACT: GENE ROSSO 206 - 730 -8631 CELL REV # DATE (OFFICE) PROJECT NO. DWG BY MB REVISION 1 SCALE NW 1/4 SEC. _14 _ TWP._2a_ RG. - SHEARWALL SCHEDL MARK SHEATHING (NOTE #5) FASTENER SPACING @ ALL EDGES (NOTES #1, #11) BOTTOM PLATE NAILING OR ANCHOR BOLTS (NOTE #3) FRAMING ANCHORS (NOTES #7, #8) ALLOW— ABLE SHEAR NOTES 1A 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 .131"X2 -1/4" MIN. @ 6" 0.1 OR 14 GA. @ 6" O.C. .167 "X3 -1/2" MIN. @ 8" O.C. OR 1/2' AB @ 5' -6" O.C. A35 @ 2' -4" O.C. 130 PLF 2 i 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 .131 "X2 -1/4" MIN. @ 6" 0...167 OR 14 GA. @ 6" O.C. "X3 -1/2" MIN. @ 6" O.C. CR 1/2" AB @ 3' -2" O.C. OR 5/8" AB @ 4' -6" O.C. A35 @ 1' -6" O.C. 230 PLF 2 l 7/16" MIN. APA RATED SHEATHING .OR APA RATED SIDING 303 .131 "X2 -1/4" MIN. @ 4" 0...167 OR 14 GA. @ 4" O.C. "X3 -1/2" MIN. 0 4" O.C. CR 1/2" AB @ 2' -0" O.C. OR 5/8" AB @ 3' -0" O.C. A35 @ 1' -0" O.C. 350 PLF 2 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 .131 "X2 -1/4" MIN. @ 3" O.1 OR 14 GA. @ 3" O.C. 1/4 "X5" LAG SCREW @ 7" O.C. OR 1/2" AB @ 1' -6" O.C. OR 5/8" AB @ 2' -4" O.C. A35 @ 10" O.C. 451 PLF 2, 4, 9, 1C 4 7/16" MIN. APA RATED SHEATHING OR APA RATED SIDING 303 .148 "X2 -1/2" MIN. @ 3" O.C.1/4 OR 14 GA. @ 2 -1/2" O.C. "X5" LAG SCREW @ 6" O.C. OR 1/2" AB @ 1' -4" O.C. OR 5/8" AB @ 2' -0" O.C. A35 @ 8" O.C. 545 PLF 2, 4, 9, 1C 7/16" MIN. APA RATED SHEATHING BOTH SIDES MIN. @ 3" 0.. 1/4 OR 14 GA. @ 3" O.C. "X5" LAG SCREW @ 3" O.C. OR 5/8" AB @ 1' -2" O.C. A35 @ 6" O.C. 902 PLF 2, 4, 6 g, 10 0 r c 4X8 3 -1 /8X10— /2 GLB STHD14 HDU 1 1 W/4 -2X6 & SB1X30 ANCHOR 3-1/8X10-1/2 GLB 3 -1 /8X10— /2 GLB HDU14 W 6X6 POST & SB1X30 ANCHORE 0 oo x 03 x 03 x a a LOWER FLOOR SHEARWALL & HOLD >OW \S 1/4" = 1' GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 SHEET S3 S3 SHEARWALL LA,Y3UT CONTACT: GENE ROSSO 206 - 730 -8631 CELL DATE (OFFICE) PROJECT NO. DWG BY MB SCALE 1" = 10' NW 1/4 SEC. _IA_ TWP._2 _ RG. _4_ 0 Note added per City of Tukwila Planning Department: "This structure shall not be used for living space. The garage is a one -story structure. A second story is not approved in this plan STHD14 N CREVIEWED L FOR f APPROVED I JUN 3 0 2009 City of Tukwila BUILDING DIVISION NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 0.131 DIAX 2 1/4" MIN, 0.148" DIA X 2 1/2" MIN, 16d COMMON = 0.167" DIA X 3 1/2" MIN, 5d COOLER = 0.086" DIA X 1 5/8" MIN, 5d GWB = 0.092" DIA X 1 3/4" MIN, 15GA STAPLE = 0.072" DIA X 1 1/2" MIN, 14 GA STAPLE = 0.080 DIA X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING AND PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12" O.C. OR STAPLES AT 10" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. 3. PROVIDE ALL ANCHOR BOLTS WITH 3 "X3 "X3/16" PLATE WASHERS. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL #401. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. 6. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. SEE DETAIL #304 FOR SHEAR TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PERPENDICULAR TO WALL SEE DETAIL #302 FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DETAIL #301. TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4, AND 5. FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. 10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAT A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4, AND 5. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL. @ SHEARWALL TYPES 3,4, AND 5. • 11. FASTENERS AT PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL, G185 HDG, BATCH /POST HOT —DIP GALVANIZED OR MECHANICALLY GALVANIZED. �UL ,15 2011 3LJ RECEIVED MAY '2_ PERMIT CENTER •Ex:.WcW&s 2x RIPPED TO WIDTH MODIFIED BITUMEN ROOFING MATERIAL 2X6 STUD WALL 4" WOOD KANT STRIP MODIFIED BITUMEN ROOFING MATERIAL 1:12 BEVELED PLATE 3/4" T &G CDX SHEATHING N TS N CAP FLASHING SEALANT TRADITIONAL STUCCO SELF - FURRING LATH PARAPET WALL SECTION r SEALANT DRAINAGE MAT WEATHER RESISTIVE BARRIER (S) L .5:12 SLOPE 9' 9' MODIFIED BITUMEN ROOFING MATERIAL 7/16" OSB SHEATHING CANT STRIP 12"W X 6'' H OVERFLOW SCUPPER MOUNTED BASE SHEET BASE SHEET o ° o O O p O O O O O ° 2" ABOUVE ROOF DECK 12 "W X 8" H SCUPPER 3/4" T &G CDX PLY SHEATHING PARAPET 2 3/4" SCALE 3/4" T &G OSB SHEATHING NAIL W/ 8d COMMON OR RINGSHANK 6" O.C. @EDGES & 12" O.C. @ INTERMEDIATE MEMBERS ROOF AREA = 1092 SQ. FT. PROVIDE VENTING AT A RATIO OF 1/150 MIN W/ 60% AT HIGH SIDE OF ROOF 12" X 6" COPPER OVERFLOW SCUPPER EXTEND 4" MIN BEYOND EXTERIOR WALL FINISH DRAIN TO GROUND TO BE VISIBLE FOR MAINTENANCE 12" X 8" COPPER SCUPPER I / .5:121 SLOPE 18' -2' 2 12 SCUPPER SLEEVE SHALL EXTEND 4" MIN BEYOND EXTERIOR FINISH AND BE VISIBLE FROM THE GROUND O 0 0 O WALL SECTION AT SCUPPER .25:12 SLOPE 0 9'-9' EXTEND DRIP EDGE 2" MIN FROM EXTERIOR / FINISH / .5:12 SLOPE 15 "X 10" ONDUCTOR HEAD 3" LEADER TO UNDERGROUND 4" STORM DRAIN PER SITE PLAN o .J BALLOON FRAME WALL MATCH TOP PLATE TO TOP OF TRUSS START TRUSS LAYOUT > FROM THIS END 1'- 111/4' 8 �11 8 7 12 3 ENGINEER OF RECORD 5 12 AWNING PLAN VIEW DETAIL PERPENDICULAR TO ROOF TRUSSES 3/4" SCALE 1. MFG AWNING MONO TRUSS 2. MFG HIP TRUSS 3. BEVELED 2X6 RIM 4. 2X PLATE @ PERP WALL / 2X BLOCKING @ PARALLEL WALL 5. 2X REINFORCEMENT STUD 12 6 12 6 5 6. 2X STUD WALL f —4 10 7. MAIN ROOF TRUSSES 8. 5/4" X 6" CEDAR FACIA 9. FLAT GIRDER PER ROOF PLAN 10. BEVELED 2X BLOCKING 11. 7/16" OSB SHEETING 12. SIMPSON SDS1/4"x3" SCREWS (4 PER SIDE TYP) �1 AWNING PLAN VIEW DETAIL PARALLEL TO ROOF TRUSSES 3/4" SCALE 3).J GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 CONTACT: GENE ROSSO 206 - 730 -8631 CELL I' -5 3/4' 7 RECEIVED MAY '2 to 2009 PERMIT CENTER S4 ROOF PLA\ DATE (OFFICE) PROJECT NO. DWG BY MB REVIEVI/ED FOR CODE COMPLIANCE APPROV JUN 3 0 2009 City of Tukwila BUILDI NGDIVISION �.. N BALLOON FRAME WAIL MATCH TOP PLATE TO TOP OF TRUSS 4 ,1. 2 SHEET S4 3ETAILS REVISION 1 SCALE 1 = 4' NW 1/4 SEC. _14_ TWP._2a_ R / / / BP2 2' BP 2' / BP 2' / BP 2' / BP 2' / BP 2' / BP 2' / BP 2' / BP 2' BP / 2' / BP 2' BP 2' / BP 2' / BP 2' BP / 2' / BP 2' BP / 2' / BP 2' BP / 2' BP BP3 BP4 BPI BM BPI BP1 BP1 BPI BP1 BP1 BPI S BP1 BP1 BPI BPI BPI BP1 BPI BP1 8P1 BP1 BP5 2x RIPPED TO WIDTH MODIFIED BITUMEN ROOFING MATERIAL 2X6 STUD WALL 4" WOOD KANT STRIP MODIFIED BITUMEN ROOFING MATERIAL 1:12 BEVELED PLATE 3/4" T &G CDX SHEATHING N TS N CAP FLASHING SEALANT TRADITIONAL STUCCO SELF - FURRING LATH PARAPET WALL SECTION r SEALANT DRAINAGE MAT WEATHER RESISTIVE BARRIER (S) L .5:12 SLOPE 9' 9' MODIFIED BITUMEN ROOFING MATERIAL 7/16" OSB SHEATHING CANT STRIP 12"W X 6'' H OVERFLOW SCUPPER MOUNTED BASE SHEET BASE SHEET o ° o O O p O O O O O ° 2" ABOUVE ROOF DECK 12 "W X 8" H SCUPPER 3/4" T &G CDX PLY SHEATHING PARAPET 2 3/4" SCALE 3/4" T &G OSB SHEATHING NAIL W/ 8d COMMON OR RINGSHANK 6" O.C. @EDGES & 12" O.C. @ INTERMEDIATE MEMBERS ROOF AREA = 1092 SQ. FT. PROVIDE VENTING AT A RATIO OF 1/150 MIN W/ 60% AT HIGH SIDE OF ROOF 12" X 6" COPPER OVERFLOW SCUPPER EXTEND 4" MIN BEYOND EXTERIOR WALL FINISH DRAIN TO GROUND TO BE VISIBLE FOR MAINTENANCE 12" X 8" COPPER SCUPPER I / .5:121 SLOPE 18' -2' 2 12 SCUPPER SLEEVE SHALL EXTEND 4" MIN BEYOND EXTERIOR FINISH AND BE VISIBLE FROM THE GROUND O 0 0 O WALL SECTION AT SCUPPER .25:12 SLOPE 0 9'-9' EXTEND DRIP EDGE 2" MIN FROM EXTERIOR / FINISH / .5:12 SLOPE 15 "X 10" ONDUCTOR HEAD 3" LEADER TO UNDERGROUND 4" STORM DRAIN PER SITE PLAN o .J BALLOON FRAME WALL MATCH TOP PLATE TO TOP OF TRUSS START TRUSS LAYOUT > FROM THIS END 1'- 111/4' 8 �11 8 7 12 3 ENGINEER OF RECORD 5 12 AWNING PLAN VIEW DETAIL PERPENDICULAR TO ROOF TRUSSES 3/4" SCALE 1. MFG AWNING MONO TRUSS 2. MFG HIP TRUSS 3. BEVELED 2X6 RIM 4. 2X PLATE @ PERP WALL / 2X BLOCKING @ PARALLEL WALL 5. 2X REINFORCEMENT STUD 12 6 12 6 5 6. 2X STUD WALL f —4 10 7. MAIN ROOF TRUSSES 8. 5/4" X 6" CEDAR FACIA 9. FLAT GIRDER PER ROOF PLAN 10. BEVELED 2X BLOCKING 11. 7/16" OSB SHEETING 12. SIMPSON SDS1/4"x3" SCREWS (4 PER SIDE TYP) �1 AWNING PLAN VIEW DETAIL PARALLEL TO ROOF TRUSSES 3/4" SCALE 3).J GENE ROSSO 13044 57TH AVE. SO. TUKWILA WA. 98178 CONTACT: GENE ROSSO 206 - 730 -8631 CELL I' -5 3/4' 7 RECEIVED MAY '2 to 2009 PERMIT CENTER S4 ROOF PLA\ DATE (OFFICE) PROJECT NO. DWG BY MB REVIEVI/ED FOR CODE COMPLIANCE APPROV JUN 3 0 2009 City of Tukwila BUILDI NGDIVISION �.. N BALLOON FRAME WAIL MATCH TOP PLATE TO TOP OF TRUSS 4 ,1. 2 SHEET S4 3ETAILS REVISION 1 SCALE 1 = 4' NW 1/4 SEC. _14_ TWP._2a_ R 4 4 1 2. 2X STUD WALL 3. SIMPSON HOLDOWN PER 4 2 1. UD WALL 2. SIMPSON HOLDOWN 1 PER PLAN I 3. 2X TREATED BOTTOM PLATE ANCHOR BOLT SIZE AND 4 SPACING 2X ST PER SHEAR WALL SCHEDULE 4. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 3 AND PER PLAN 5. (2) #4 REB? CONTINUOUS . 2X STUD ALL 1. W 1. 4" CONC SLAB SLOPE 2 3 ti ao °O °° °° 2. SIMPSON HOLDOWN PER PLAN, FILL ALL SCREW HOLES SDS 1 /4 "x3" WOOD SCREWS 3. EDGE NAILING .© BOTTOM PLATE AND SILL PLATE 4. ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL 2-� L- �' 3 _., .7/-- 1 1. 2X STUD WALL 2. SIMPSON HOLDOWN PER PLAN, FILL ALL NAIL HOLES W /16d NAILS 3. EDGE NAILING @ BOTTOM PLATE AND SILL PLATE 4 4. ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL SCHEDULE =� PLAN, FILL ALL NAIL HOLES I W /16d NAILS 4. EDGE NAILING ®BOTTOM PLATE AND SILL PLATE SCHEDULE 5. FOOTING DIMENSIONS AND .25/12 GRADE 2. 8'X22" FOOTING AND 6" STEM WALL 3. REINFORCING PER CHAPTER 4 OF IRC 3 _ �'� _ 5. ANCHOR BOLTS SIZE AND SPACING PER �R WALL SCHEDULE 6. FOOTING DIMENSIONS AND REINFORCING P CHAPTER 4 OF IRC • Z 6 ` ° - 6 1 „Z l 1 REINFORCING PER CHAPTER 4 OF IRC � I I I I IIIII = I (III I I I �, � I I I 6 i 9 1 Z 5. FOOTING DIMENSIONS AND REINFORCING PER � IIIII = I I IIIII , 5 z 4 IIIII LL ������� CHAPTER 4 � 6 NOTE: AT HOLDOWN, THICKEN OF IRC . � - IIIII HI - IIIII *NIW „9 -,L 1 _ IIIII 6 -IIII 6. RIDGED INSULATION D 5 FOOTING TO PROVIDE A � 11_4� FOOTING DEPTH 3" GREATER ANCHOR FOR N A 24 LLENGTH HOLDOWN ® _ • 0 IIIII ` TYP SHEAR WALL DETAIL (TYP) RETAI \ING WALL DETAIL IIIII - 103 TYP. SHEAR WALL DETAIL TYP. SHEAR WALL DETAIL TYP. SHEAR WALL DETAIL 104 @ INTERIOR LOWERED FLR. 3/4" SCALE @ INTERIOR THICKENED FTG. 3/4" SCALE 110 @ LOWERED PATIO FLR. 3/4" SCALE 102 3/4 SCALE 101 3/4 SCALE 1 1. USE TOP PLATE NAILING PER SHEARWALL SCHEDULE 2 3 I 4 1. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 3. SIMPSON STRAP PER PLAN. SLOT PLYWD. AND BEND STRAP © JOIST OR BLOCKING 2 1. SIMPSON ANCHOR 5/8" ROUND 2. (2) 2X WALL 3. 2X SHEAR 4. BEAM BELOW HOLDOWN WITH 1 . 4 BOLT STUD WALL WALL 2 1 ti 3 z ► - „ GRADE 1. 4" CONC SLAB .25/12 SLOPE 2. SIMPSON FRAMING ANCHOR PER SHEAR WALL SCHEDULE 3. EDGE NAILING PER Eli 4. EDGE NAILING PER SHEARWALL SCHEDULE 3 1 4 I I AI 0 1 , ¢ = _ <c:15 '- W � I SHEARWALL SCHEDULE 4 TYP. ►_� 4. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN INT. SHEAR WALL DETAIL 2. 8'X22" FOOTING AND 12" STEM WALL 3. R PER CHAPTER 4 2 OF IRC 4. ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL 3 p r ' 1 II 1 II ' ', I ' II ` II 8 SCHEDULE IF JOISTS ARE PERPENDICULAR IF JOISTS ARE PARALLEL TO TO SHEARWALL PROVIDE (2) 2X SHEARWALL PROVIDE DBL. BLOCKING BETWEEN JOISTS FOR FULL JOIST UNDER SHEARWALL LENGTH OF SHEARWALL TYP. INT. SHEAR WALL DETAIL 4 WITH BEAM BELOW (TYP) DECK COLD 11 vl\ DETAIL X05 3/4" SCALE 203 WITH NO SHEAR WALL BELOW 3/4" SCALE © LOWERED PATIO FLR. 3/4" SCALE 202 WIT NO SHEAR WALL ABOVE 3/4" SCALE NOTE: PROVIDE SHEATHING 3 4 4 1. BOTTOM PLATE 1 1. ROOF TRUSSES PER PLAN 1. 4" CONC SIDEWALK 6" ,� TREAD 2. CONC STEPS W/ 6 RISER 10 3. REINFORCING PER CHAPTER 4 OF IRC 4. 8'X16" FOOTING AND 6" STEM WALL 1 2 L, z CONTINUOUS SHEATHING NO HORIZONTAL JOINT T T KO ► -� I ► =4 3 1. ROOF TRUSSES PER PLAN �� �'��'� W Z , Ea ,� �_� 2 1 NAILING „ U. PER SHEARWALL SCHEDULE 2. SHEATHING AND NAILING 6 PER SHEARWALL SCHEDULE AND PER PLAN 3. SIMPSON FRAMING ANCHORS PER SHEARWALL SCHEDULE 3 4. 8d NAILS ®6" ON CENTER 5. 2X FRAMING ON TOP OF CI 4. WALL I " 1. SHEATHING AND NAILING 4 PER SHEARWALL SCHEDULE AND PER PLAN 2. SIMPSON 'A35' FRAMING ANCHORS PER SHEARWALL SCHEDULE 2 3. Sd NAILS ®6" ON CENTER 4. GABLE END TRUSS li ._. �� 2. SIMPSON 'A35' FRAMING ANCHORS PER SHEARWALL SCHEDULE 3. 2 "X4" BLOCKING BETWEEN TRUSSES 4. SHEARWALL TYPE PER SHEAR WALL SCHEDULE AND PER PLAN 4 AND NAILING PER SHEARWALL SCHEDULE OR DESIGN TRUSS AS A DRAG STRUT, REFER ENGINEERING FOR DESIGN FORCES GABLE TO 1 END �J \►. 4 TYP. 304 ► =' 3 INT. SHEAR WALL DETAIL OPTION 2 'A' OPTION �_ I 6. ROOF TRUS 2 'B' �� ' 4r ► TRUSS DETAIL 5. SHEARWALL NAILING PER NOTE: PROVIDE SHEATHING AND NAILING PER SHEARWALL SCHEDULE PERIMETER 1 ►z_ 1. SHEATHING AND NAILING LL AND PER PLAN 2. SIMPSON PER 'A35 SHEARWA ' FRAMING SCHEDULE ANCHORS PER SHEARWALL SCHEDULE 3. 8d NAILS Q 6" ON CENTER 4. GABLE END TRUSS SHEAR TRANSFER . STEP DETAIL 121 . TYP. INT. SHEAR WALL DETAIL 3/4" SCALE WALL PERPENDICULAR TO TRUSS 3/4" SCALE 303 WALL PARALLEL TO ROOF FRAMING 3/4" SCALE 302 3/4" SCALE 301 DETAIL @ EXTERIOR SHEARWALLS 1. EXIST. 4X8X16 CMU WALL le rien. ._ .' JUL ,1 201 r, ;�- o '`.. ' 4 , :... G Y;'' 4� :„:11:A , �. I. • A RECEIVED x b '' ` 7 ;pC�1J 4t) MAY 2 __- 2��9 r 7 � a, � ; PERMIT CENTER �z 2-NT: it 1. 2X STUD WALL 1 2. SIMPSON HOLDOWN PER PLAN, FILL ALL NAIL HOLES W /16d NAILS 3. EDGE NAILING © BOTTOM PLATE AND SILL PLATE 4. ANCHOR BOLTS SIZE AND G REVIEWED FOR CODE COMPLIANCE.. APPROVED JUN 3 0 2009 C i ty Of Tukwila BUILDING DIViStnn! „ZL 1 2. EXIST. 4" SLAB 3. EXIST. 10X18 FOOTING 2 i 9 3 T 4 SPACING PER SHEAR WALL It au SCHEDULE :� -_ IIIII = i (III _ \ Z 7 5. FOOTING DIMENSIONS AND EXPIRES, ' I 0 PER CHAPTER 4 3 I I % / / / /� /% REINFORCING -�- OF IRC 6 6. RIDGED INSULATION r 5 L � / Z IIIII -IIIII ENGINEER OF RECORD GENE ROSSO 13044 57TH AVE. SO. • TUKWILA WA. 98178 SHEET S5 18 / . TYP. EXIST. FTG. DETAIL • .- IIIII . S5 LATERAL DETAILS 20 " �r �r SHEAR WALL DETAIL W /SIDEWALK AND RETAINING WALL 108 3/4" SCALE I TYP, 3/4" SCALE CONTACT: GENE ROSSO DATE (OFFICE) REVISION 1 206- 730 -8631 CELL PROJECT NO. SCALE 3/4" = 1' REV # DWG BY MB NW 1/4 SEC. _1A__ TWP._23._ RG. _ _