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HomeMy WebLinkAboutPermit D11-221 - PINZARI RESIDENCE - ADDITIONjgg-j Ta IS NOILLKKLV I}JVZNId Parcel No.: Address: Suite No: Project Name: City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov 3597000343 6410 S 153 ST TUKW PINZARI ADDITION DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11 -221 08/24/2011 02/20/2012 Owner: Name: PINZARI ALEXEI +LUDMILA Address: 6410 S 153RD ST , TUKVVILA WA 98188 Contact Person: Name: LUDMILA PINZARI Address: 6410 S 153 ST , TUKVVILA WA 98188 Phone: 206 - 291 -3197 Contractor: Name: OWNER AFFIDAVIT - LUDMILA PINZARI Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT 240 SQ FT ATTACHED STORAGE ADDITION Value of Construction: $10,310.40 Type of Fire Protection: NONE Type of Construction: V -B Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $789.44 2009 26 * *continued on next page ** doc: IBC -7/10 D11 -221 Printed: 08 -24 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N Date: Oftl7 U ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p -s e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: c ' N ' (/ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D11 -221 Printed: 08 -24 -2011 7: All wood to remain in placed concrete sh e treated wood. • 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 15: 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. 16: Any material spilled onto any street shall be cleaned up immediately. doc: IBC -7/10 D11 -221 Printed: 08 -24 -2011 CITY OF TUK Community DevelVolet Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peo. 1J [ I — 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 King Co Assessor's Tax No.: Site Address: b L110 S 1 S b r ol 51 ! T C ( ) Lt-9 i' 6' lea Suite Number: Floor: Tenant Name: bid rpti /0 il Pox Q el 'p/ it (ii 6'> > 4 New Tenant: ❑ Yes ❑ .. No Property Owners Name: L t.C,t71)/[,/ l a. d /i4e,r�' P / 'f) .? Q'd--e Mailing Address: son--7`e_, City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Lc /' u' 1a ptn aoi, Mailing Address: r /1 S /5-3 °rte E -Mail Address: Day Telephone: .4 (— . / . 9 City Fax Number: W' .9c? b�d9 State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 1 of 6 BUILDING PERMIT INFORMATIO- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Huilding Valuation: $ Scope of Work (please provide detailed information): cal 0, s/-o raeo moon -r g (-to Will there be new rack storage? D.... 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safe yy 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'\Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC le Floor /.2 - A, l•� 0 aQ e t- 5 n (� it 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safe yy 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'\Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 PERMIT APPLICATION NOTES — /icable 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 OWNER OR AUTHOjIZ .D AGENT. Signature: Date: 7 - /8-11 Print Name: C` (AA v14 ) ) niagDay Telephone: O6 "- ,Z9-( .-.-5/ Mailing Address: 6(1/0 S is3 eel c Y 7(k Ler h to .d) /PY State Zip City Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 PLUMBING AND GAS PIPING PER INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\ApplicationsTorms- Applications On Line'2010 Applications17 -2010 - Permit Application.doc Revised: May 201 I bh Page 5 of 6 GI of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 08 -24 -2011 at 12:57:13 08/24/2011 RECEIPT NO: R11 -01852 Initials: WER Payment Date: 08/24/2011 User ID: 1655 Total Payment: 600.00 Payee: LUDMILA PINZARI SET ID: 0824 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D11 -221 589.44 EL11 -0796 10.56 TOTAL: 589.44 TRANSACTION LIST: Type Method Description Amount Payment Cash 600.00 TOTAL: 600.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000.322.100 ELECTRICAL PERMIT - RES 000.322.101.00.0 589.44 10.56 TOTAL: 600.00 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3597000343 Address: 6410 S 153 ST TUKW Suite No: Applicant: PINZARI ADDITION RECEIPT Permit Number: D11 -221 Status: PENDING Applied Date: 07/18/2011 Issue Date: Receipt No.: R11 -01499 Initials: User ID: WER 1655 Payment Amount: $6.36 Payment Date: 07/18/2011 02:42 PM Balance: $593.94 Payee: LUDMILA PINZARI TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 6.36 Account Code Current Pmts BUILDING - RES 000.322.100 6.36 Total: $6.36 doc: Receiot -06 Printed: 07 -18 -2011 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.TukwilaWA.Cov Parcel No.: 3597000343 Address: 6410 S 153 ST TUKW Suite No: Applicant: PINZARI ADDITION RECEIPT Permit Number: D11 -221 Status: PENDING Applied Date: 07/18/2011 Issue Date: Receipt No.: R11 -01498 Payment Amount: $193.64 Initials: WER Payment Date: 07/18/2011 02:41 PM User ID: 1655 Balance: $600.30 Payee: LUDMILA PINZARI TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 193.64 Account Code Current Pmts PLAN CHECK - RES 000.345.830 193.64 Total: $193.64 doc: Receiot -06 Printed: 07 -18 -2011 INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Priect: e ,, �" , P� okr, L r Diu Type offinspection: 9 'Fe' 0 .. .S. 0, l�,nl Address: td 153 Instructions: �- Date Called:ci k 1,\_it. Special Date Wan �d/:.� j /' .a p . • _T ' '13-1 ? P.m. Requester: Phone /4140—?-9( —3197 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: pr4p pe)C" e tiw t\ I ,0- Inspec or: te:4 L3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro Et: . Nom.. Type of Inspectio p: Address: (0 (5 3 /-. Date Cal --o �' Special Instructions: Date Wanted:. ii -2 -1( q- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f)AM--1, itt A lr 0 JA K1 ea Sm-rs l - -a s`fr u c :rt `t`D • 1 . > ✓\ ,,.c0, f\-lp \,je4. EDJAA._,Ac9,9 Insp¢ctor: Date:( r7 REINSPECTION FEE REQUIRED,Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. • ---.---. - _ • 5 INSPECTION RECORD Retain a copy with permit NSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ct: 4, stion� Type of pec Address: _ (0410 IS_ Date Called. :. A.1' skc4k r V�J��l, Special Instructions: • Date Wanted:. I e)-29 ' (! m. 13.rn Requester: 0K-- Phone No:l w — 7-441 2 -3 f 51 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: • 0K-- r) it. Re S. ©L.— _r A,,(prd J e--41 .J/∎ -ik i Pro a r , REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPE TIYN NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 `L. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj t: r,'AJ z ,' % 64: 7`: ‘,4 Type of Inspection;,__ ` fa,n!j ,4-? ,� J. Address: /� _ &/10/53` Date Called: Sp cial Instructions: . Date Wanted:_. 1 0� .C` %/ p.m. Requester: Ph C o. q r3 f !7 EiApproved per applicable codes. corrections required prior to approval. COMMENTS: 6) A (V . 7_.. -,`7i 1. J A _CL -.1 ) 01E__ ('v0 p1 (1 /(; ft (es (- .0. -15 .-T_N.0--A-( t 7,,\,(tot -5 d cf: p ie i ,- i , C k"- f .( rii/ AS , 7 -74.04.57-A--fit 6!' 3 ck- d( by ItOa& Sb .,? T 6€," ,1 /\ Inspector• r. . t ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Datei c — INSPECTION RECORD Retain a copy with permit j(( 22t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G`ivi 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje c.-� . �4ND; I', 0 Type o ns ti pe offo--, 6 1 o nt Address: Date Called: _.-- (D1(0 1S3 Special Instructions: Date Wanted: / cr '— r .-- l / ��a qa. p.m. Requester: Phone No: ?■t) CO — 2'l .3(r) Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspect r: Date:[ _ / 77 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 {fit -22 I Proct: PL JZaik1. (N.D.6!�rdti, Type of Inspection: _ ), (' owNir Sic,,)( )/17 Address: (,L-f (0 S i -S 3 s r Date Called: Special Instructions: Date Wain >ted:. -.1-G- I I a.m p.m. Requester: Phone No: .. C (-, — . . ) — C 1 ) — $ ! 7 proved per applicable codes. Corrections required prior to approval. V COMMENTS: Insp€ctot • (4 n RE NS ECTION FEE REQUIR - ' . Prior to net inspection, fee must be pail at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ENGINEERING FILE COPY STRUCTURAL CALCULATIONS ttt 221 Pinzari Addition 6410 South 153rd St. Tukwila, WA 98188 PREPARED FOR Urban Design Group Renton, WA I EXPIRES JANUARY 21, 2012 1 July 12, 2011 Job no. 0441 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 18 2011 PERMIT CENTER PO BOX 39681 • LAKEWOOD, WA 98496 • PHONE: (253) 581 -3381 • (253) 250 -6651 (cell) • nnengineeringecomca8tnet NN Engineering, P.S. Pinzari Residence PO Box 39681, I. SEISMIC Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1613 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Ch. 12) Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 Iw := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: SS := 1.25 Spectral Accelerations for a 1- second period: Site Coefficient - table 1613.5.3(1&2) S1 := 0.50 Fa := 1.0 FA, := 1.5 SMS := Fa•SS SMS = 1.25 (16 -36) SM1 FvS1 SM1 = 0.75 (16 -37) Spectral Response Parameters SDS 3 SMS SDS = 0.83 Design Coefficient (ASCE Table 12.2 -1): &:= 6.5 flo := 2.5 Cd := 2 7/12/2011 04411. mcd 2 SD1 := -3 SM1 SD1 = 0.5 Earthquake Load Combination - Allowable Stress Design (ASCE 12.4.2.3) Eh := P•QE Ev := 0.20•SDS•D p := 1.3 LC5 := (1.0 +0.14SDS)•D +H +F +0.70p•QE LC6 := (1.0 +0. 105• SDS )D +H +F +0.525•p•QE +0.75L +0.75•S LC8 :_ (0.6- 0.14•SDS)D +0.70p•QE +H Earthquake Load Combination with Over - strength Factor S2o - Allowable Stress Design (ASCE 12.4.3.2) LC5.os (1.0 +0.14SDS)•D +H +F +0.7000•QE LC6.0s (1.0 +0. 105• SDS) D +H +F +0.525•5-20•QE +0.75L +0.75.S LC8.0s := (0.6 - 0.14•SDS)D + 0.7000•QE + H F'• SDS Seismic Base Shear (ASCE 12.14 -11) V :_ \V F' = 1 R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load pro := Opsf Concrete Topping (Floors) pti := Opsf Roof Tile ph, := 7psf Wall Total Floor Dead Load (D): Df := fr + No Total Roof Dead Load (D): Dr := fr + pti Df = 15 psf Dr = 15 psf Page 1 NN Engineering, P.S. PO Box 39681, B. Determine Seismic Weight (W): Overall Building Dimensions : h1 := 8ft wr := 10ft lr := 24ft Height of First Floor Walls Average width of roof Average length of roof Pinzari Residence Total Floor /Roof Areas (ft2) AR := 310ft2 AR = 310 ft2 Roof TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : Wr := AR•Dr +[.S•h1•(lr +wr)•21.Pw Wr = 6.55k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W: =Wr W =6.55k Exterior Wall Dimensions (ft): L1 := 10ft L2 := 24ft L3 := 25ft L4 := 19ft L5 := 9ft L6 := 18.5ft L7 := 27ft L8 := 27ft L9 := 7ft L10 := 22ft L11 := 17ft L12 := 13ft L13 := 17ft L14 := 13ft F. SDS C. Determine Seismic Base Shear (ASCE 12.14 -11): Vmax := W Vmax = 0.84k R D. Vertical Distribution of Lateral Forces Longitudinal Direction Frlong Vmax Lateral Direction Frlat Vmax Vrlong w5' wr Vrlat w7' := lr Friong = 0.84k Frlat = 0.84 k w5' = 84.03 plf w7' = 35.01 plf Page 2 7/12/2011 04411. mcd NN Engineering, P.S. PO Box 39681, E. Determine Building Redundancy p First Floor: WALL A La := 24ft Va :_ (Li. .5)•w5' F. Calculate Earthquake Forces Erlong 0.70P•Vmax Erlat := 0.70P•Vmax Vrlong Erlong V'rlat Erlong Pinzari Residence p = 1.3 Va = 420.13 lb Uniform Loads to Roof /Floor Diaphragm (seismic) Adjusted to working stress level) w5 := Erlong wr Erlong w7 lr Erlong = 0.76 k Erlat = 0.76 k V'rlong = 0.76k VPrlat = 0.76 k w5 = 76.46 plf Base Shear Longitudnal Base Shear Lateral Shear Longitudinal Shear Lateral Uniform Load w7 = 31.86p1f Uniform Load Page 3 7/12/2011 04411. mcd Seismic (Roof Diaph. Longit.) Seismic (Roof Diaph. Lat.) NN Engineering, P.S. PO Box 39681, II. Wind - Method 1 (ASCE 6.4) Pinzari Residence Ps := X•I.PS30•Kzt 7/12/2011 04411. m cd Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1609 and SEI /ASC 7 -02 "Minimum Design Loads for Buildings and Other Structures ", Ch. 6 A. Design Criteria: 85 mph Exposure B Design Wind Pressures (Ref. ASCE 7 -02, Figure 6 -2) PS30.A := 15.9psf•Kzt PS30.B := 4.2psf•Kzt PS30.0 := 10.6psf•Kzt PS30.D := 2.3psf•Kzt PS30.E := — 13.8psf•Kzt PS30.F := — 9.6psf•Kzt PS30.G := — 9.6psf•Kzt PS30.H := — 7.3psf•Kzt Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure PS30.Eoh :_ — 19.3psf•Kzt Vertical Pressure PS30.Goh -15.1psf•Kzt Vertical Pressure Height Above Ground (ft.) X 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' x•15 := 1.00 720 := 1.00 X25 := 1.00 X30 := 1.00 X35 := 1.05 X40 := 1.09 Occupancy Category: II IW := 1.0 Kzt := 1.0 20° Roof Pitch (max.) End Zone of Wall End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang © End Zone Windward Roof Overhang @ Interior Zone Windward Roof Page 4 NN Engineering, P.S. PO Box 39681, A. DETERMINE BASE FORCES Height Above Ground (ft,) 0' to 15' 15' to 20' 20' to 25' 25' to 30' Wind Pressure (Horiz.) (Wall End) Pip :_ X15'I'PS30.A PIA = 15.9psf P2A :_ X20'I'PS30.A P2A = 15.9 psf P3A :_ X254'P90.A P3A = 15.9psf P4A :_ X30'I'PS30.A P4A = 15.9psf Pinzari Residence Wind Pressure (Horiz.) (Roof End) PIB :_ k154'PS30.B P16 = 4.2psf P2B := X20.I-PS30.B P2B = 4.2 psf P3B :_ A.25'I'PS30.B P3B = 4.2psf P4B :_ X30I1PS30.B P4B = 4.2 psf Wind Pressure (Horiz (Wall Interior) P1C := X15•I•PS30.0 Plc = 10.6psf P2C :_ X20'I- PS30.0 P2C = 10.6 psf P3C := X25'I'PS30.0 P3C = 10.6psf P4C :_ k30'I'PS30.0 P4C = 10.6 psf 7/12/2011 04411.mcd .) Wind Pressure (Horiz.) (Roof Interior) PID :_ X154'13830.D P1D = 2.3psf P2D :_ X20.I•PS30.D P2D = 2.3 psf P3D := X25•I•PS30.D P3D = 2.3 psf P4D :_ X30-I'PS30.D P4D = 2.3 psf Height Above Wind Pressure (Vert.) Ground (ft.) 0' to 15' PIE :_ X15'I'PS30.E P1E = -13.8 psf 15' to 20' P2E := X20.I.PS30.E P2E = - 13.8psf 20' to 25' PE := X25410830.E P3E = - 13.8psf 25' to 30' P4E := X30'I'PS30.E P4E = - 13.8psf Wind Pressure (Vert.) P 1 :_ �15'I'PS30.F P 1F = -9.6 psf P2F :_ X20'I'PS30.F P2F = - 9.6psf P3F := X254'PS30.F P3F = - 9.6psf P4F :_ X30'I'PS30.F P4F = -9.6 psf Wind Pressure (Vert..) P1G :_ X1541P830.G PIG = - 9.6psf P2G :_ X20'I'PS30.G P2G = -9.6 psf P30 := X25•I•PS30.G P3G = - 9.6psf P4G :_ X30'I'PS30.G P4G = -9.6 psf Wind Pressure (Vert.) Pig = X15-I'PS30.H Plg = - 7.3psf P2H := X20-I'PS30.H P2H = -7.3 psf P3H := X25•I- PS30.H P3H = -7.3 psf P4H :_ '30.1.PS30.H P4H = -7.3 psf Height Above Wind Pressure (Vert.) Ground (ft.) (Overhangs) 0' to 15' 15' to 20' 20' to 25' 25' to 30' PIEoh :_ X15- I'PS30.Eoh PIEoh = -19.3 psf P2Eoh :_ X20-I.PS30.Eoh P2Eoh = -19.3 psf P3Eoh :_ •25'I'PS30.Eoh P3Eoh = -19.3 psf P4Eoh:= X30'I1PS30.Eoh P4Eoh = -19.3 psf Wind Pressure (Vert.) (Overhangs) P1Goh :_ 1•15'I'PS30.Goh PIGoh = -15.1 psf P2Goh :_ X20'I'PS30.Goh P2Goh = -15.1 psf P3Goh :_ X2541PS30.Goh P3Goh = -15.1 psf P4Goh :_ X30'I'PS30.Goh P4Goh = -15.1 psf Page 5 NN Engineering, P.S. PO Box 39681, Components and Cladding (6.4.2.2) Wind Pressure (Vert.) Wind Pressure (Vert.) Roof 270 - zone 1 -3 10sf Roof 270 - zone 1 10sf P1net1 := X15.1. 7.5psf Plnetl = 7.5psf P2net1 := X20• I.7.5psf P2net1 = 7.5 psf P3net1 := X25•I.7.5psf P3net1 = 7.5 psf P4net1 := X30.I.7.5psf P4net1 = 7.5 psf Plnet:= X15•I•- 11.9psf Plnetu = - 11.9psf P2netu := X20•I•- 11.9psf P2netu = - 11.9psf P3netu := X25.I•- 11.9psf P3netu = - 11.9psf P4netu := X30.I•- 11.9psf P4netu = - 11.9psf Determine Uniform Wind Loads: wl := Plc.2ft + P2C•5ft + P3C• 1 f w2 := P1c.8.5ft w3 := P1C•2ft + P2C•5ft + P3C•5ft w4 := P 1 C• 10.5ft + P2C• 5ft + P3C• 1 ft Pinzari Residence Pnet := X.1. Pnet30. Kzt Wind Pressure (Vert.) Wall 270 - zone 4 -5 10sf P1net4 := X15.I.13psf P1net4 = 13psf P2net4 := X20•I.13psf P2net4 = 13 psf P3net4 := X25.I.13psf P3net4 = 13 psf P4net4 := X30.I.13psf P4net4 = 13 psf wl = 84.8 plf w2 = 90.1 plf w3 = 127.2 plf w4 = 174.9 plf Wind Pressure (Vert.) Wall 27° - zone 5 10sf Plnetw := X15'1•- 17.4psf Plnetw = - 17.4psf Plnetw := A.20.I.- 17.4psf Plnetw = - 17.4psf P3netw := X25.1.- 17.4psf P3netw = -17.4 psf P4netw := X30.I•- 17.4psf P4netw = - 17.4psf Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) 7/12/2011 04411. mcd wlat := w3 "long := wl uwlong : = wlong.wr Vwlat := Matti- wlat = 127.2plf 'long = 84.8 plf Vwlong = 0.85 k Vwlat = 3.05k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LONGITUDINAL DIRECTION WIND BASE SHEAR - LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := w1•wr V2.long.wind := Vr.long.wind LATERAL DIRECTION Vr.tat.wind := w3.1r V2.lat.wind := Vr.lat.wind Vr.long.wind = 0.85 k V2.1ong.wind = 0.85 k Vr.lat.wind = 3.05 k V2.1at.wind = 3.05 k Page 6 NN Engineering, P.S. PO Box 39681, III. SUMMARY OF STORY SHEARS Vx : Pinzari Residence SEISMIC WIND 7/12/2011 04411. mcd LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 0.84k Vrlat = 0.84k Vr.long.wind = 0.85k Vr.lat.wind = 3.05k (Controlling uniform load /shears) LONGITUDINAL LATERAL ROOF Vr.long = "wl- wind" Vr.lat = "w3- wind" A. SUMMARY UNIFORM LOADS: wl = 84.8 plf w2 = 90.1 plf w3 = 127.2 plf w4 = 174.9 plf w5 = 76.46 plf w6 = O plf w7 = 31.86 plf w8 = 0 plf WIND (Roof Diaph. Longit.) WIND (2nd Flr. Diaph.Longit. /Lat.) WIND (Roof Diaph. Lat.) WIND (Roof Diaph.) SEISMIC (Roof Diaph. Longit.) SEISMIC (2nd Flr. Diaph.Longit.) SEISMIC (Roof Diaph. Lat.) SEISMIC (2nd Flr. Diaph.Lat.) IV. SHEAR ON SHEAR WALLS Wall A (SEISMIC): La = 24 ft (L1- .5).w5 va :- La va = 16 plf V. SHEAR WALL STRENGTH OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hi Wall Length Overturning Moments A Lal := 24ft OTMa1 := va•Lal•HW OTMaI = 3058.53lbft Page 7 NN Engineering, P.S. PO Box 39681, Pinzari Residence B. SHEAR WALL DEAD LOAD RESISTING MOMENT Dead Load on Shear Wall Shear Wall Roof / Floor Weights 11 Al DLRFa1 := 4.5•ft. 2•Df .La1 l3 J DLRFal = 1080 lb Wall Weights DLWLa1 := HWpw•Lal DLWLa1 = 13441b C. HOLDOWN FORCES ON WALLS First Floor Al HDFal OTMa1 – DLRMal Lal D. ALLOWABLE ANCHOR BOLT SPACING Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFa1 DLa1 = 2424 lb DLRMa1 := DLa1•La1•.5 DLRMa1 = 290881bft HDFa1 = –1084.56 lb Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b. 1.33 ZB — = 275.98 pif 4ft ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear Ift spacing. Allow Shear /ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A.B. SPACING Z A vai . Laa Oft vai = 15.93 plf sal := v ZB — 1 X41:= (vai – va)•0•ft 7/12/2011 04411. mcd HORIZ. STRAP FORCE Pa = 0 lb VII. SHEAR WALL SUMMARY Mk Wall Shear Anchor bolt Holdown Edge Holdown Type Stress Spacing Force Nailing Type. A 0 vai = 15.93 pif sa = 48 in HDFa1 = –1.08k 8d @ 6" o.c. NO HOLDOWN Page 8 NN Engineering, P.S. PO Box 39681, Ill. Gravity Load Analysis Pinzari Residence Gravity Analysis shall be based on 2009 "International Building Code" (IBC), and ASCE/SEI 7 -05 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures ", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (psf): ,:= 15psf No = 0psf may, : = Opsf RINA:= 1.1psf Framing Dead Load (or actual) Concrete Topping (Floors) Roof Tile Wall thk = O in B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 &ASCE Table 4 -1 ): llf := 40psf lld := 60psf Ila := 100psf Floor Live Load Deck Live Load Assembly Areas 7/12/2011 04411.mcd llg := 55psf Garage Slab on Grade ligc := 30001b Garage Concentated Load (4.5in x 4.5in area) II'gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg 5 20psf ; Site elevation < 700ft) pf := 0.7•Ce•Ct-I -pg Ps Cs•Pf Flat Roof Snow Load (ASCE Eqn. 7 -1) Ce := 1.0 - Exposure B Table 7 -2 Ct := 1.0 - Table 7 -3 Obstructed non - slippery surface - Heated space (ventilated) L:= 1.0 - Importance Table 7 -4; Category II per table 1 -1 Pf := 0.7•Ce•Ct•I•pg p'f = if [pg < 20psf,(I• pg) ,(20psf.I)] p "f := if (Pf > w, Pf, w) Sloped Roof Snow Load (ASCE Eqn. 7 -2 Warm Roofs) Cs := 1.0 (ASCE Table 7 -2a; < 4:12 to 7:12 roof pitch P's = 25 psf Min. (Heated Ventilated space) pg := 20psf (Ground Snow load per ASCE Fig. 7 -1) w := 25psf (Min. Roof Snow load per local jurisdiction) pf = 14 psf p'f= 20psf min. p "f = 25 psf min. Floor Dead Load (Df): Df = 15 psf Floor Live Load (L f): Lf = 40 psf Roof Dead Load (Dr): Dr = 15 psf Roof Live Load (Lr): Lr = 25 psf TOTAL FLOOR LOAD (TLf): TLf = 55 psf TOTAL ROOF LOAD (TLr): TLr = 40 psf Page 9 NN Engineering, P.S. PO Box 39681, Sawn 4x8 - B1 L := 4•ft Dr = 15 psf Lr = 25 psf TLr = 40 psf wl := TLr• 12•ft w2 := TLr 3•ft Sawn Beam Properties - Pinzari Residence wi = 480 plf w2 = 120 plf 7/12/2011 04411.mcd P1 := 19201b a := 1.ft P2 := Olb b := 4•ft P3 := Olb c := 6-ft d := 1.ft Fb := 900-psi := 180-psi CD := 1 CM := 1 := 1 CL := 1.0 CF := 1.2 Cfu := 1 Ci := 1.0 Cr := 1 F'b := Fb•CD•CM•Ct CL•CF•Cfu•Ci•Cr F'v := Fly CD- Cm-Cr Ci E' := 1600000•psi•C'i .oe Shear Diagram RL =2k Vmax = 2k 2 x(ft) 4 F'b = 1080 psi F'v = 900 psi E' = 1600000 psi 2 •'4 0 Moment Diagram 0 2 x(ft) RR = 0.8 k Mmax = 1.8k-ft BEAM SELECTION t := 3.5•in (beam thickness) 4 h := 7.25•in (beam depth) USE t = 3.5 in 240 5• wag- L 384•E'.I 4 x h = 7.25 in BEAM Sreq = 19.5 in3 < S = 31 in3 OK °TL = 0.03 in Areq = 3.32 in2 < A = 25 in2 OK Beam Stresses fv = 13.1% fb = 63.6% Ireq = 15.8 in4 Page 10 < I = 111 in4 OK C'i := 1.0 NN Engineering, P.S. PO Box 39681, Pinzari Residence 4x8 Sawn Beam - B2 1,,:= 4.3333.ft 4,,:= 3.5in k:= 7.25in 7/12/2011 04411.mcd D f = 15 psf L f = 40 psf TLf = 55 psf TLr = 40 psf tw,f := 5.1667ft (floor) twr := Oft (roof) , ,:= TLftwf +TLr•twr w = 284p1f WDL Cif twf +Dr'twr wDL = 78p1f 2 := w 8 Mmax = 667 ft 1b V := w• I L — h I V m = 444.01 lb Rm = 615.691b Allowable Stresses (adjusted) DF #2 l J 1,11,:= 900•psi , x,:= 180•psi := 1 ,,:= 1 ,:= 1 ,,,:= 1.0 , := 1.2 ,c,04, := 1 , ,:= 1.0 , ,:= 1 := Fb'CD'CM'Cr CI; CF•Cfu'Ci'Cr F'b = 1080 psi , ,:= 1.0 ,:= Fb•CD•CM•Ct•Ci FIN, = 900 psi L "A'. A' 240 ,, := 1600000. psi. C'i E' = 1600000 psi S� Mmax Sre 7.41 in3 < S = 31 in3 OK Sre ,JIhA�„' F„b q S q — 24.17% — Vm 1.5 Areq = 0.74 in2 < A = 25 in2 OK Areq — 2.92% Fv A 4 ,E,:= 5 w L Ireq = 6.5 in4 < I= 111 in4 OK Ireq = 5.85 % 384•E .AT I 2x8 Joists @ 16" o.c. - HF #2 - J1 L:= 10.ft t, := 1.5in 21,,:= 7.25in Df = 15 psf Lf = 40 psf TLf = 55 psf tw, := 16in := TLf tw, w = 73 plf ,,, := Df tw WDL = 20 plf 2 4 w 8 Mmax = 916.67 ft lb V, .= w• I L — hJ Vmax = 322.361b Allowable Stresses (adjusted) HF #2 Rmax = 366.67 lb 875•psi := 170•psi ,j:= 1 ,, := 1 , ,,:= 1 , := 1.0 , := 1.2 := 1 ,j:= 1.0 , := 1.15 Fb• CD- Cm. Ct'CL•CF•Cfu•Ci'Cr F'b = 1207 psi := Fb•CD•Cm.Ct•Ci F'v = 875 psi 1600000•psi•C'i E' = 1600000 psi Mmax Sreq 9.11 in3 < S = 13 in3 OK Sreq Arai,' Fib q S — 69.32% Vmax.1.5 Are 0.55in2 < A = 11in2 OK Areq F'v q A — 5.08% 4 •— 5 w L Ireq = 20.63 in4 < I = 48 in4 OK Ireq = 43.3 384•E'•A•TL I Page 11 , ,:= 1.0 L 240 (actual A) AT1 = 0.22in NN Engineering, P.S. PO Box 39681, Pinzari Residence (2) 1 -3/4 x 7 -1/4 LVL Micro -lam Beam (PSL) - B3 ,k:= 8•ft L:= 3.5in ,k,:= 7.25in 7/12/2011 04411.mcd Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf Nth,:= 16in (floor) ,tom,:= 12ft (roof) , := TLfltw,f+ TLr•twr w = 553 plf AVD44:= Dftwf +Dr•twr wDL = 200p1f L 2 ,�:= w 8 Mmax = 4426.67 ft 1b V := w• I Z — hJ Vmax = 1879.03 lb Rmax = 2213.33 lb Allowable Stresses (adjusted) X,41,:= 2600•psi 14,:= 285.psi E',:= 1900000.psi := 1.15 := 1 := Fb•CD•CM•Ct•CF F'b = 2990 psi '= 1'= 1 CH: =1 L ,:= Fv• CD. Cm. Ct•CH F'v = 328 psi A'T"I'" _ 240 Mmax 11.44.:= q Sre 17.77 in3 < S = 31 in3 OK Sre q F'b S — 57.94% Vmax• 1.5 ,, F Areq = 8.6 in2 < A = 25 in2 OK Areq — 33.89% A 4 ism:- 5 w•L Ireq = 67.1 in4 < I = 111 in4 OK Ireq = o 384•E'•OTT, I 60.37 /o Page 12 j;II,,.. Pip ADDITION _ _ , HUG28 -2 (2) 134X114 LVL 52 EXISTING (AS- BUILT) SPREAD FOOTINGS 18' DIA. X 10' THICK BOTTOM OF FOOTING PLACED NEAR OR JUST BELOW FINISHED GRADE (TYP.) r r rLTTI9 i1 i� . I i I ✓I 1 . EXIST. U26 (TYP.) A ✓I I \ 12\ ✓� AL ^I I--F- I lE / m N —� Q �. t 1I I N I � / r•LTTI9 W \J / JI ■ / �i / -r\ r ...LTTI9 (2) 13/4X11/4 LVL I , -- HUG28 -2 8' -4' -v v 1' -8' 10' -0' 52 ADDITION 52 EXISTING (AS- BUILT) 4X8 FLOOR BEAMS OVER 4X6 POSTS (TYP.) EXISTING SHEATHING - NAIL W/ 8d e ' O.G. EDGES 4 8d • 10' O.C. INTEWEDIATE FRAMING MEMBERS PROVIDE NEW 6' STEM WAL ON 12' WIDE X 6' FOOTING. PLACE BOTTOM OF FOOTING AT FROST DEPTH PER LOCAL JURISDICTION (12' M BELOW FINISH GRADE) 2' -0' 2' -0' NEW M5T31 INSTALL AT NEW TO EXISTING WALL PLATE CONNECTION 6' -0' SI JUS24 JU524 JUS24 JU524 JU524 JUS2 I C] NEW MST31 INSTALL AT NEW TO EXISTING WALL PLATE CONNECTION NEW 1/16' 055 SHEATHING ON TRUSSES NAIL WITH 8d ® 6' O.C. EDGES AND 8d e 12' O.C. AT INTERMEDIATE FRAMING MEMBERS 04 -02 -2012 City of Tu it Jim Haggerton, Mayor Department of Community Development LUDMILA PINZARI 6410 S 153 ST TUKWILA WA 98188 RE: Permit No. D11 -221 PINZARI ADDITION 6410 S 153 ST TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records, the above noted permit has not received a fmal 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 05/01/2012. 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. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 05/01/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Technician File: Permit File No. D11 -221 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 C Department of Community Development Jack Pace, Director • City of Tukwila Jim Haggerton, Mayor August 5, 2011 Ludmila Pinzari 6410 S 153 St Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D11 -221 Pinzari addition — 6410 S 153 St Dear Ms. Pinzari, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -221 W:\Permit Center \Correction Letters\2011\D11 -221 Correction Letter #l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: August 5, 2011 APPLICANT: Ludmila Pinzari RE: Dl 1 -221 Pinzari Addition ADDRESS: 6410 S. 153rd Street (parcel #3597000343) Please review the following comments listed below and submit your revisions accordingly. 1) Sheets Al, A2, and S 1 show that the roof of the storage addition will have a roof pitch of 4:12. The minimum roof pitch requirement, per TMC 18.50.050 Single Family Dwelling Design Standards, is 5:12. Please revise the design of the addition and plans to reflect the minimum roof pitch of 5:12. 2) Revise the site plan to show the distance the roof eaves will encroach into the setback area. Note that the side yard setback requirement is 5 feet. Roof eaves may intrude a maximum distance of 24 inches into the side yard setback area. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. *PERMIT COORD COP'10 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -221 DATE: 08/10/11 PROJECT NAME: . PINZARI ADDITION SITE ADDRESS: 6410 S 153 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete qi Comments: Incomplete DUE DATE: 08/11/11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route l'41i Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/08/11 Approved Approved with Conditions Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE 1 .i lAWY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -221 PROJECT NAME: PINZARI ADDITION SITE ADDRESS: 6410 S 153 ST X Original Plan Submittal Response to Correction Letter # DATE: 07 -18 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS:.„ 1- S uildin 'Division JJs k1 L . Public works oF Prey ntion Structural cL�Q) Planning Division ❑ Permit Coordinator erio DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -19-11 Complete .'41 Incomplete ❑ Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-16-11 Approved Approved with Conditions ❑ Not Approved (attach comments) NI/ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 8 -S"4 f Departments issued corrections: Bldg ❑ Fire ❑ Ping' PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 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: C2Y • /0 , l / Plan Check/Permit Number: D11-221 ❑ 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: Pinzari Addition Project Address: 6410 S 153 St Contact Person: L-( NFL! �C¢ Phone Number: ,.1 -- 9/ -3/9S- Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent r by: Entered in Permits Plus on t 0 L 1 C \applications \forms- applications on Iine \revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanivci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) L e c..d *L % p 1' 01- �/r , states as follows: [please print name] PERMIT NO: £ / 1— c a O-19 4 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. `% \% \ \N \1N11111 Owner /Owner's Agent* Signed and sworn to before me this c--� 4P7 day of , 20 11 . ,J NOTARY PUBLIC in and for the State of Washington Name as commissioned: Residing at My commission expires: County f, tcl 18.27.090 Exemptions. The regilltion provisions of this chapter do not apply. 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12." Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 l ,CW that employs a certified journeyman electrician, a,certified residential specialty electrician, or an electrical train, 0 i ieetifig the requirements of chapter 1948 RCW t& erform plumbing work that is incidentally, l'if ectly, and itl ediately appropriate to the like- in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connectiops.•An electrical trainee must be supervised by a certified"electrician while performing plumbing work. `" ` r... • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. VICINITY M4F GO& Mleti)50 CO Pp ---- ) / 6.410 SOUTH 11531-cr3i. TUKWILA, WA 901E3E', 11,4,1 PARCEL NUME3ER; 3E.910003.4,3 PLLS: 6E-23-23-4 LATITUDE: 41.46532 LONGITUDE: -I22.2S433 TUKUJILA, wAsHING"toN FINZARI ALEXEI A Liut:;)i-HLA 6410 SOUTH 1S3rcl. STREET TUKWILA, WA e5100 CELL: (206) 291-301 2ND: (206) 291-3191 • ■ 10E3' N 09d 411-0" W NOB ••■•■ IM■ •••■■•• ME. \\\ ■\■ ■ • 101-0" E3.S.B.L. • • . • • • . • • .1• • 1 '-10 11/1&" t- 111 el f1:1 I n CONC. STOOP I/I (f) • — • • 1 •,• 2 1 / 1%7' fu)( 1/16",1, 1&'-&" _ _ _ er, 6SP I 4,28111411071060 SOH 01;N: 01=2.11101111•EMP 111. IONI■1 OOP MD 1 & N 639c1 411-0" W Ot [II in 1049 cfo) 201-0" 5.5..5 • ROP. 10'X24' STOR E L. , ARE 4; SOUTH 1S3RE) STREET \ a/11! / WALKWAY: Si Fl AN SCALE: I " .20' -0" 1E3,360 S.F. 2,504 S.F. 204 SP. = 13.63% AR 4 15,360 5.F.. 1,210 S.F. 96 5P. 432 S.F. 1,19E3 S.F. = 09.19% 1". is 'U J/ ADE) T ON Lc-DT, •AREA: HOUSE AREA= AD ID I T [ON ARE' A,: FRONT WALKWAY: I YE Lii,z-Vr AREA TOTAL, AF.F1A: 1E3,360 S.F. 1,210 S.F. 240 S.F. 96 SP. 432 S.F. 2,030 S.F. = 11.10% ROOF EAVES WILL. ENCROACH 19" INTO THE SETBACK 40' ••••wmep....apvxrswaaaarszeiryaK.000amk.wm.IYoaes.mv....s........V SERRATE PERMIT KQUIRED FOR: Acchanical electrical columbing c as Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Nr.713: rav■sions will require a new plan submittal and may include additional plan review tees. PLANNING APPROVED No changes -can be made to these plans without approval from the Planning Division of DCD -144bi Approved By: _V a Date: FILE COPY Permit No. Plan review approval is subject to errors and omissions. koroval of construction documents does not authorize 1 violation of any adopted code or ordinance. Receipt c Lipproved Field Copy and conditions is acknowledged: By Date:. ()8- City Of Tukwila BUILDING DIVISION cITMR.VVIIA AUG 1 O 2011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 • Vt44- City of Tukwila BUILDING DIVISION CORRECTION 0. 0 0 z z •tt (D E 0 ca GENE RAL. NOTES INTERNATIONAL RESIDENTIAL CODE 2009 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2009 INTERNATIONAL RESIDENTIAL CODE 2009 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED iTE WOK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOiLS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD. PATH OF COLUMNS. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS NOT EXPOSED TO WEATHER: 2,500 PSI - BASEMENT 4 INTERIOR - BASEMENT WALLS 4 FOUNDATIONS EXPOSED TO THE WEATHER: 2,500 PSI 3,000 PSI - PORCHES, STEPS, 4 CARPORT SLABS EXPOSED TO WEATHER: 3,000 PSI GARAGE FLOORS TO SLOPE 1 /8'/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX) INTERVALS EA. WAY. SLABS ARE TO BE 5 -AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4" IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF REINFORCING 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" BEAMS AND COLUMNS NCT EXPOSED TO EARTH OR WEATHER 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS 'A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CAR ENTR''I' GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING 5- SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOiST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE- RETANDANT- TREATED WOOD SHALL BE OF HOT - DIPPED GALVANIZED STEEL. REFERENCE SHEET -S1 FOR SPECIES AND GRADE (BASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3 "X3 "X.229" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS 51-IALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10' -0" FOR ROOF JOISTS. TYPICAL SiLL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. MINIMUM "1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SiMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" COX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CiX T4G. UNLESS OTHERWISE SPECIFIED. • STAGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE SHEET -S1 FOR DESIGN CRITERIA iNSUL AT ION AND MO i STURE FROTECT ION GENERAL INSULATION BAFFLES TO MAINTAIN 1" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOD AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION - RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF TI-4E EXTERIOR WALL FINISH -I AND SI -TALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION- RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF TI-1E FOLLOWING LOCATIONS; 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 -1/8" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, PO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY TI-4E BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT TI-4E ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1 AT BUILT -IN GUTTERS. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN iN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING - ENVELOPE. - Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall be Type IC rated and certified to have no more than 2.0 ern air movement from the conditioned space to the ceiling cavity. The lighting Fixture shall be tested at 15 Pascals or 1.51 Ibs /ft2 pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. VAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FRAMED WHERE CEILINGS ARE • APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1 /I6 INCH. A GROUND COVER OF 6 MIL (0.006 ")BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. FiRE- RESISTANT CONSTRUCTION R302.1 2009 IRC. EXTERIOR WALLS. CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE 8302.1 SEE SECTION 302 FOR ALL FIRE - RESISTANT CONSTRUCTION ST UC j._.0 . s 1. ALL. MATERIALS IALS AN...) 4UORK1'"MA�16k1P SHALL CONFORM TO THE CONTRACT DRAWINGS. 7.. U)° JR.IN:: , ° 14 Cr.ONST t.lcTIoN FERI OD THE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE- S:AFE`I..,,. OF THE BUILDING. 3. THE CONTACTOR 4)1- •IAL.L_ SOLELY SFONSII LI FOR ALL CONSTRUCTION PROCEDURES i NC :I....iAD IN 'r LAGGING, , SHORING AND PROTECTION ION O-- /ADJACENT t -•. 'OP -E—R- -r , S RUCTUES, STREETS AND UTILITIES IN . A r.:COi.Z:,>ANC ..:E UJi°1°H ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4- TI-4E rCON'Ti ,ACTOF. S, -IALL_ E3E RESPONSIBLE FOR COORDIANTING THE WORK OF ALL T -1-,',AIDES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE.WORK 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDIATE WITH --I MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND I...00ATION OF ALL OPENINGS REQUIRED F'OR DUCTS, FIFES, AND FIFE SLEEVES, ELECTRICAL CONDUITS, AND OTHER. ITIxt IS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INC;ORFORATE-D IN Sir RUCTUR.AL.. WORK. 1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR I•- 1EATERS, I' ECI -IAN CAL EQUIPMINT, VENTS, DUCTS; PIPINCrt, ETC. ALL SUSPENiDED I-IFCHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED_ 5 S1 -IEET # DESCRIPTION Al GENERAL NOTES 4 PLAN PREVIEW A2 MAIN FLOOR, ELEVATIONS 4 CROSS - SECTION Si ROOF FRAMING 4 DETAILS 52 FOUNDATION 4 MAIN FLOOR FRAMING PLAN PF*-VLFUJ SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila BUILDING DIVISION RECEIVED JUL 18 2011 PERMIT CENTER t 1 #1.24 L.4Rie3.AN 1]ESICzN CsROUP hereby reserves it's common law copyright and other property rights In these plans, ideas and designs. These ideas, deafens and plans are not to be reproduced, changed or copied In any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESICsN CxROUP. Written dime isions on these shaII have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the ,]ob and URBAN 1=, ES CxROUF must be notified In writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (SSCCI) an state and local codes. COPYRIGHT ® 2010 URBAN DESIGN, INC. V \— -46 Hi ,i 0 z W 41.) Htij n (D -i-i W O L N A cr CS °' C 6 f: N 6 1-3 i---- o V • W ILI ) 0 0 *am..N V *6- Pi A.• 0 - ;1. 0_ - 0. 3 0 w z N W 0 z 3 DRAWN I5Y: FM DATE ISSUED: 0-(/13/11 MODIFIED BY: ENGINEER: NN REVISION A REVISION Q Project No.: 1112S �1 ,7,p 42 12 4L 12 a4 4:12 EXISTING STRUCTURE NO CHANGES POST 4 BEAM BEYOND PONY WALL COVED W/ DECORATIVE LATTICE IcI l.T LfrVATION SCALE: 1/4" = 1' -0" VENTED BLOCKING PL. 6 MAIN FLOOR PROPOSED Illlu' iIII EXIST'G ADDITION STRUCTURE 12 ATTIC u CONTINUOUS GUTTER OVER 8" FASCIA FINISH PER ELEVATION OVER 1/2' CDX OR O.S$. OVER 15Ib FELT OVER MAIN FLOOR 2X6 STUDS STOR aE T. 4 G. PLYWOOD 0/ 2x8 FLR. JSTS. PONY WALL 2X8 16" O.C. FINISH GRADE C evs 4X8 BEAM 2X LADGER PROPOSED ADDITION 4 111111 'ig EXIST'G STRUCTURE CROSS - SECTION 'A' EXISTING STRUCTURE NO CHANGES EXI ST'G STRUCTURE PROPOSED ADDITION CONT. METAL GUTTER ON 5 /4XS FASCIA BOARD TYP. LAP SIDING 36" H. GUARDRAIL EXISTING STRUCTURE NO CHANGES CONCRETE LANDING L AE) r:)ITI�� COMP. SHINGLES TYP. PL. MAIN FLOOR 18" O.H. PL. e MAIN FLOOR is" 0.1-4, CONT. METAL GUTTER ON 5 /4X0 FASCIA BOARD TYP. CORNER TRIM LAP SICCING — i`MAIN FL. c:O OR C:C;)N(:.-. F IN 1E4-1 4 12 PROPOSED ADDITION EX I ST'G STRUCTURE CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. CORNER TRiM LAP SIDING . MAIN FLOOR COVED W/ DECORATIVE LATTICE FINISH GRADE 4 :12 E TR ;c::` TlvIR.E: SCALE: 1/4" EXISTING STRUCTURE NO CHANGES EXIST'G STRUCTURE 1100 '1111 w �', � Z in Z 0 0'U z, +-0, NZ Wi Ill / U d tO 4 0 EXIST'G STRUCTURE PROPOSED ADDITION 101-0" 4' -4" 5' -S ■ 2' -4" 4' -0 CONC. PAD 3' -8" I \N N/ r I I V' I UNFINISHED/UNHEATED STOR4G�. 9' -6" X 23' -0' 4 5' -0 SLDR. 5' -0" 10' -0" I!'' ill PROPOSED ADDITION MAIN SLR. SCALE: 1/4' = 1' -0' w 51 ci E FZQL wq —w q= d)z >'tu4q ■1!- N REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION PLAN (HANDRAIL GRIP SIZE PER IRC 8311.3.6.3.) 1 1/4" DIA. MIN. CONT_ HANDRAIL d -10" MIN. / 3' -2 ri, NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC R3111.1 BALUSTERS TO CONFORM TO IRC R312.2 L 36" MIN. STAIRWAY WIDTH PER IRC R3111.1 10" MIN. TREAD 2x P.T. DECK JOISTS PER PLAN — BEAM (P.T.) PER. PLAN (3) P.T. 2X12 STRINGERS NOTE: GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/8" (PER IRC R3111.4.1 4 8311.1.4.2) 2X4 THRUST BLOCK MIN. 3"x3" EXTERIOR STAI1R D TAIL NOT TO SCALE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. RECEIVED JUL 18 2011 NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND /OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THI5 PLAN AREA, SUMMARY MAIN FLOOR STORAGE: 240 sf. TOTAL: 240 sf. URBAN CESI■ CROUP hereby reserves it's common law copyright and other property rights in these plans, tdeas and destgns. These ideas, dest ns and plans are not to be rprooluoed, changed or copted In any Form or manner whatsoever, nor are they to be assigned to any third party, without first obta lining the express written permission from URBAN DESICzN GROUP. Written dim enslons on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGN GsROU' must be notified to writting of any vartat1on from the dim ens tons, conditions and speclflcations construction shown by these drawins. All shall be in accordant with the standard building code. CSSCCI) an state and local cods. COPYRIGHT © ZMIO URBAN DESIGN, NC. Resoltevuae 4 l� &710 ScL tt lS3r®I_ Street 10' X 24' STORAGE ADDITION 6 RIGHT SIDE OF RESIDENCE z w w W z co 819 RAINIER AVE. N. SUITE A200 RENTON, WA 9805 -I FH:(206) 838 -8250 E: admineurbandesigns_us DR4UJN 8Y: FM DATE ISSUED: 01/13/11 MODIFIED 5Y: ENC INFER: NN REVISION A REVISION Q Project No.: 11125 S H I- I- T A2 °F 42 GENERAL NOTES THE STRUCTURE 1445 BEEN DESIGNED TO RESIST CODE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTR4CfOR. TI-115 RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT MD CONSTRICTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING COPE (IBC) AND SEI/ASCE 1-05 'MINIMUM DESIGN LOADS FOR BUILDING AM OTHER STRUCTURES AS AMENDED BY LOCAL JUSRISIDICTION PROJECT u2chmak GPS LOCATION: 412153 LAT., -122.4864 LONGIT. SITE ADDRESS: 6410 SOUTH 153RD ST., TUKWILA, WA 5818& T LI • A it. ( LATERAL FORCES: I. WIND ( IC 1609 4 ASCE 6.0 ) II. SEISMIC ( 113C 1615 4 ASCE 11.0-13.0 ) as •11314 WIND SPEED SEISMIC DESIGN CATEGORY - D2 EXPOSURE - 5 SITE CLASS - ID IMPORTANCE FACTOR 1w = 1.0 SEISMIC USE GROUP - I WIND SPEED UP: Kire1.00 OCCUPANCY CATEGORY - II ACTUAL 2% FE iN 50 YR ( 2006 LAT-LON ) USGS-CD: DECK 02 SEC. (Se) 1.19.2 40 PSF LO SEC (s1) 0.419 VERTICAL FORCES - GRAVITY ( IBC 1601 4 TAME 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL. 25 PSF SNOW (PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE ACTUAL S0 PSF (or 3000* WHEEL LOAD) DECK ACTUAL • 40 PSF SOILS MD FOUNDATION DESIGN CRITERIA (IE3C C14. 18): IN THE ABSENCE OF A SOILS REPORT, THE PRESUI1PSTIVE LOAD SEARING VALUES DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 1 ACTIVE -PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 1500 PSF 45 PCF ss P� 250 PCF 0.35 12 INCH ALL FOOT11sIGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL. EACKFILL'. AREAS OVER EXCAVATED SHALL BE EACKFILLED WITH LEAN CONCRETE (rc = 2000 PSI) OR •STRUCTURAL BACK FILL. CONCRETE (113C CH. IS 4 AC1 318-08) g2t4CEEM: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL BE READY-MIXED PER AWN C-S4, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 5112 SACKS PE1R YARD PROVIDE 5,0-1% AIR-ENTRAINED CONCRETE FOR CONCRETE (fIc 3000 P51) EXPOSE TO WEATHER. MINIMUM SPECIFIED COMPRESSIVE STRENGTH (rc AT 28 DAYS) IC TA8 1.4 14.3 STRUCTURAL. ELEMENT umpalgre_AiggotjrcirastganylipM fic (psi) SPECI441- INSPECTION 4 TESTING REQUIRED FOOTING PAPS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED STEM WALLS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECIEPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. EMISCAKIMEELI REINFORCEMENT SHALL CONFORM TO ASTM A-6I5, 'DEFORMED AND PLAIN BILLET STEEL BARS • FOR REINFORCING STEEL". BARS SHALL BE GRADE 60 EXCEPT THAT NO 3 AND 4 M,4Y BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR IS' MINIMUM. PROVIDE COWER EARS FOR ALL HORIZONTAL BARS 14 WALLS AND FOOT114G5 AT NTERSECTION• . MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASIM A-I85, STEEL WELDED WIRE FAERIC PLAIN FORC.ONCRETE PLACEMENT. CONCRETE ACCESSORIES: ANCHOR BOLTS, EARS ANP RODS SHALL CONFORM TO MTN A-301' 'LOW CARBON STEEL EXTERNALLY •AND INTERNALLY THREADED FASTENERS. • • 174.4 17.1 5 1111, SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE AS SPECFIED IN THE CURRENT SIMPSON STRONG-TIE ICC ES OR IAPMO ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC ES OR IAPMO ES REPORT MD A LIST STATING THE PROPOSED ITEM SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC398 (CAST-IN-PLACE CoLD-FDRIED STEEL CONNECTORS IN CONCRETE FOR LIGHTFIUME CONSTRUCTIM prapmasysaff-atmiorgAsceg2Riggem SHALL BE '85' AND l551 ANCHOR BOLTS MAN1FACTURED EY $IMPSON STRONG-TIE AS SPECIFIED ON THEIR LATEST CATALOG AND ICC ESR-2611 SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA AC359 (CAST-N-PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL ISE AS NOTED ON PLANS. INSTALLATION SHALL BE IN. ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL NSPECTED. NON-Ni ( GROUT: MASTER BUILDERS 'MASTERFLOW 528 OR PRE-APPROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROLIT: SIMPSON STRONG-TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE-APPROVED EQUAL. .TOE O PART LOW SAG EPDXY. USE EQUIPMENT, 1.1)141C14 SHALL ACCURATELY MIX AND DISPENSE THE COMPMENTS. HOLES SMALL SE DRILLED AT THE DIAMETER AS SPECIFIED EY THE MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD DIAMETER. HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR THREADED ROD SHALL SE CLEAN AND •INSTALLED •SLOILILY, AND SI4ALL 5E ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. EMBED (5) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OUNER INSPECTION: (IBC CH. I SECT. 110 ) CONSTRUCTION SHALL 5E SUBJECT TO INSPECTION BY THE 'WILDING OFFICIAL AND SUCH CONSTRUCTION OR WORK. SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL TO MAKE THE INSPECTIONS SET FORTH IN SECTIONS 1103.1 THROUGH 1103.10. INSPECTION REQUESTS SHALL BE THE RESPONSIBILITY OF THE BUILDING PERMIT HOLDER WOW SHALL NOT PROCEED BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE EUILDNG OFFICIAL. TI-IE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT 1$ SATISFACTORY AS COMPLETED. OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT IN COMPLIANCE TO THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(S) SHALL .IQT 13E COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILD NG OFFICIAL. I.U04■44' *A I; GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2005 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOILN. PRESSURE TREAT ALL WOOD iN CONTACT WITH CONCRETE OR 'MASONRY. PROVIDE CUT U/A514ERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING : SHALL BE 'STRUCTURAL 1 PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP 1 OR GROUP 2 SPECIES, C-D GRADE EXPOSURE I CONFORMING TO PS 1-83. EACH PANEL SHALL SEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (088) SHALL ISE APA RATED STRUCT.-I FOR ROOF AND WALLS AND APA RATED STURDY-1-FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE I AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (LUCLI13), OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE SCLIE OR IIUPA GRADE TRADE- MARK WEMANPGRAP1 - EASE DESIGN VALUES ( P81) per NOS STRUCTURAL. ELEMENT SPECIES/GRADE fldx ryx r ci, f c F t E I. 6x BEAMS AND HEADERS OF NO. 2 Si 5 110 625 600 • 425 1300000 2. 4x BEAMS AND HEADERS DF Na 2 900 t ISO 625 1350 525 1600000 3. 2x JOIST HF NO. 2 • 850 150 405 1300 • 525 1300000 4. ex POST DE NO. I 1200 110 625 1000 825 1600000 5. 4X F'05T DF NO. 2 MO ISO • 625 1400 500 1600000 6. 51/8x6 GLU-LAM POST 24F-V4, 24F-V8 2400 • 265 650 1650 1100 1100000 1. GLU-LAM 'BE4M 24F-V4, 24F-V8 2400 265 650 1650 1100 1800000 S. 3I,2x OR St/4x PSL EEAM PARALLAM PSL 2500 250 • 150 2500 - 2000000 S. 31/2x OR 514x LVL BEAM MICROLLAM LVL 2600 285 150 2510 - 1500000 10. 3'2x OR 5.14x LSL BEAM TIMBERSTRAND LSL 1100 400 680 1400 - 1300000 IL 2x WALL FRAMING I-IF NO. 2 850 150 405 • 1300 S25 1300000 12. 2x WALL FRAMING ) I5FT DF NO. I 1000 180 625 1500 615 1100000 GLUE-LAMINATED MEMBERS: CONFORM TO ANSI/AITC AIS01. MEMBERS SHALL BE COMBINATION 24F-V4 DOUGLAS FIR FOR SIMPLE SPANS, .24F-V8 DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR. GLUE. WOOD TRUSSES (IBC 2303.4) SHALL BE I. DESIGNED PER IBC 230344.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL POINT LOADS, INFORM LOADS, OR DRAG STRUT FORCES NOTED ON FRAMING PLANS. 2. NON-ATTIC STORE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PeF LOCATED IN THE PLANE OF THE MUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD SHALL BE LESS THAN 42' HIGH MD 24' WIDE. 3. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.11) SHALL. INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INLCLUDING A TRUSS PLACEMENT DIAGRAM (2303A2). TRUSS •NSTALLATION DRAWING SHALL SEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR NSPECTION. 4. ALTERATIONS (2303.4.5) TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF -THE TRUSS DESIGNER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, P1PNG, ETC.) SHALL NOT 5E PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER. 5. TPI 1 SPECIFICATIONS THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL-PLATE-CONNECTED wavy MISSES SHALL BE IN ACCORDANCE WITH TPI L 6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS, 1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON 1-1-1 CLIPS AT EXTERIOR •BEARING WALLS. AT GABLE END TRUSSES, PR.OV1DE SIMF'SON A35 AT 24' 0.C. a PROVIDE STC CLLIPS AT ALL TRUSSES OVER NON-SEARNG WALLS. WOOD CQNSTRUCTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE AS SPECIFIED IN THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS, BOLTS, OR SCREWS SPECIFIED ON CONNECTOR HARDWARE CONTRACTOR'S PROPOSED SUBSTITUTION OF OTHER MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERNG. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR iAPM 0 ES REPORTS AND A LIST STATING THE F'ROPOSEP ITEM-FOR-ITEM SUBSTITUTION HAS AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH •CURRENT ICC ACCEPTANCE CRITERIA AC13 AND/OR IAPMO EVALUATION CRITERIA 002-2001 FOR JOIST •I-IMGERS AND SIMILAR DEVICES AND ICC AC 155 FOR 14OLDOUNS AND TENSION TIES. BOLTS IN WOOD CONNECTORS SHALL CONFORM TO ASTM ,4-301, GRADE A. STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL SE 'SOS' STRONG-DRIVE SCREWS MANUFACTURED EY SIMPSON STRONG-T1E AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR-2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. N ADDITION, SUESTITLITTONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE. THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL. HARDWARE MD FASTENERS IN PRESSURE TREATED MATERIAL SHALL BE SIMPSON G1SS HOG (HOT DIPPED GALVANIZED) OR S5T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z-MAX AND I4DG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL ISE USED WITH 85T300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH GIGS Z-MAX OR HOG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED. HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUDSILL. I-10T DIPPED GALVANIZED OR STAINLESS STEEL FASTERES 91-IALL BE USED WHEN FASTENING DECKING TO TREATED MEMBERS. AEBREVIATIONS. STRUCTURAL DRAWING'S) (THIS LIST APPLIES ONLY TO STRUCTURAL * AT EL ELEVATION MAX MAXIMUM 4, t DIAMETER POLNDA4UMBER EN EQ EDGE NAILING EQUAL MIN NTS MINIMUM NOT TO SCALE ± PLUS OR MINUS ES EACH SIDE OC ON CENTER / PER EW EACH WAY 055 ORIENTED STRAND HOARD $ SQUARE FT FOOT OR FEET PL PROPERTY LNE AB ANCHOR BOLT FON FOUNDATION PSF POUND PER SQUARE FOOT ALT. ALTERNATE FL. FLUSI4 PSI POUND PER SQUARE INCH BLDG. BUILDING F.J. FLOOR JOIST RV PLYWOOD ELKG BLOCKING FOC PACE OF CONCRETE 614TG SHEATHING 1511 SEAM FOM FACE OF MASONRY STRICT STRUCTURAL EN BOUNDARY NAILING FOS FACE OF STUD SIM. SIMILAR 130F SOTTOM OF FOOTING FOW FACE OF WALL SQ SQUARE 130T BOTTOM FIG FOOTING STD STANDARD ERG BEARING GA GAUGE SW SHEAR WALL C CHANNEL GALV GALVANIZED S.V. SCREEN VENT MR CAMBER GL au-LAM (BEAM) T4G TOUNGUE AND GROOVE CANT CANTILEVER GT GIRDER TRUSS TOC TOP OF CONCRETE CJ CEILING JOIST I-F HEM-FIR TOF TOP OF FOOTING C.J. CONSTRUCTION JOINT HGR HANGER TOS TOP OF STEEL CL. CENTERLINE I-1DR HEADER TPL TRIPLE CONT CONTINUOUS HT HEIGHT rrp. TYPICAL DEL DOUBLE 14OR HORIZONTAL UNO UNLESS NOTED OTHERWISE DET DETAIL IN INCH VERT VERTICAL DIA DIAMETER JST. JOIST W WIDE FLANGE STEEL BEAM DF DOUGLAS FIR • L ANGLE W/ WITH DO DITTO, THE SAME LVL LAMINATED VENEER • W/0 WITHOUT EA EACH •LUMBER EF EACH- FACE WOOD TRUSSES (IBC 2303.4) 51-141..1- 5E: I. DESIGNED PER IBC 2303.4.11 TO CARRY LOADS . LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES NOTED ON FRAMING PLANS. 2. NON-ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF LOCATED N THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE Bottom CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.411) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INLCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER N THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAN 014 THE JOB SITE FOR INSPECTION. 4. ALTERATIONS (23034.5): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. I-1VAC EQUIPMENT, PIPING, ETC) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER TPI I SPECFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE. OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BE IN. ACCORDANCE WITH TPI L 6. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. 1. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL WAVE SIMPSON H-I CLIPS AT EXTERIOR SEARING WALLS. ROOF FRAMING NOTES: L ALL EXTERIOR. HEADERS SHALL 5E 6XS DP2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE ON PLAN. 2. SEE GENERAL NOTES AND TRUSS NOTES BE LOW. FOR TRUSS- DESIGN SPECIFICATIONS. 3. ALL SAWN ROOF JOISTS SHALL BE I-P2 OR BETTER AND SPACED AT 24' O.C. UNLESS NOTED OTI-ERWISE. 4. PRE-MFRD. TJI JOISTS SHALL BE OF .THE SIZE AND SERIES SPECIFIED ON THE PLAN. VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY CONFLICTS IN LAYOUT BEFORE INSTALLATION. S PROVIDE ROOF VENTILATION PER CURRENT .IRC OR 113C. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. S. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, ISC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. 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JUS24 / / /EX154TING 1?`E511DgNCE/ / / / / / / / / / / / //// /77/ / / / / / / / / / / A/ /////// //////////////// j, ti / / / / / / / / / // / / / / / / / / / / // /i> " /1: := /:= 1-71Z_ _ __/.7: '_.":-_7: ./ _ - - --_/: _ "://_: :: 7/_-_-. 1: 7/: -_: :77_ _ :Yr:: _ _77_ _ :-/ _ __77_ _ _,?/=.1 --/-77-- -77P -1/1 jU2 X JUS • 4X8' /- /77 77/ 777 DO NOT SCALE DRAWINGS. vERIFsr ALL DIMENSIONS WITH 'URBAN DESIGN' DRAUJING5. ROOF FRAMING PLAN SCALE: I/4' = SHEATHING PER PLAN- NAIL UV Sd * 6' O.G. EDGES 4 ad * 12' O.C. INTERMEDIATE FRAMING MEMBERS ad • 6' 0.C. PROVIDE 2x SOLID BLOCKING AT 36' O.C. MFRD. TRUSSES STEPSON HI EACH TRUSS HEADER PER PLAN 2x4 STUDIDALL AS-E3UILT EDGE NAILING - ad e 6' 0.0. NEW 1/16' 05E3 SHEATHING OVER EXISTING 2X4 STUDS. NAIL SHEATHING WITH ad * 6' O.C. EDGES AND 12' 0.C. FIELD NEW MST31 INSTALL AT NEW TO EXISTING WALL PLATE CONNECTION NEW VW OSB SHEATHING ON TRUSSES NAIL WITH 13d * 61 O.C. EDGES AND Sd e 12' O.C. AT INTERMEDIATE FRAMING MIEMEERS e 6' 0.C. ROOF SHEATHING RAFTERS OR TRUSS 2x SOLID BLOCKING OR RIDGE BEAM AS REQUIRED TYPICAL 4IF DETAIL 3. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 18 2011 PERMIT CENTER SECTION ' Project # : EXIST'G STRUCTURE ADDITION HUC28 -2 (2) 134x1'4 LVL. / ///////////// / / /// ///////: / ///// // / / // / / //// / / / 7/77/ EXIST NG RESIDENCE // 2 // / / / ///// 7 / / TEN TIE / / ///// / / / / LTT19 EXISTING (AS- BUILT) SPREAD FOOTINGS 18' DIA. X 10' THICK BOTTOM OF FOOTING PLACED NEAR OR JUST BELOW FINISHED GRADE (TYP.) I � Z EXISTING (AS- EUhLT) 4X8 FLOOR BEAMS OVER 4X6 POSTS (TYP.) PROVIDE NEW 6' STEM WALL ON 12' WIDE X 6' FOOTING. PLACE BOTTOM OF FOOTING AT FROST DEPTH PER LOCAL JURISDICTION, (12' 'MIN. BELOW FINISH GRADE) FOUN4TEON /MAIN FLOOR F PLAN 34' TAG PW SHEATHING- EXIST. 2X JOISTS e 16' OC. SOLE PLATE NAILING 16de12'DG. -- EDGE NAILING - 8d a 6' O.C. 2x RIM EXIST. 4X EXIST. 4X6 I 2X6 TREATED -SILL PLATE W/ %' • A.B. 4 1/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE` *4 TOP FINISH GRADE *4 0 I6' 0.C. EACH WAY EXIST. 18' DIAXIO' FTG. FROST DEPTH 4' PERT DRAM COVER Wl FILTER FABRIC (2)*4 CONT UV CORNER BARS 34' T 4G' PW SHEATHING- EXIST: 2X - JOISTS EXIST'G STRUCTURE 134X114 LVL 8' =4' L_J- 10' -0' ADDITION 2X6 TREATED SILL PLATE WI ' • A.B. 41/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE *4e 16' 0.C. EACH WAY EXIST. IV DIAX10 FIG. FROST DEPTH in. 6' OFT ZONAL DETAIL 1' I' -0, 4' PERK DRAIN COVER WT FILTER FABRIC (2) *4 CONT. W/ CORNER BARS EXIST. SHEATHING- EXIST. JOISTS • 16' OC. EXISTING SI4EATI4NCs - NAIL W/ 8d * 6' 0.C. EDGES 4 8d +3 10' O.C. INTERMEDIATE FRAMING ME115ERS 34' T4G PW SHEATHING- EXIST. 18' DIAX10' FTG. ---"\\1/4 FINISH GRADE SECTION I' = 1' -0' EXIST. SHEATHING- EXIST. 2X JOISTS • 16' 0.C. EXIST. FOUNDATION -U26 HANGER 2X8 LGR NAIL 145D5X4V2 ,SCREWS + V 0.C. OR 1,2' DIAMETER GALV. MB'S a 16' O)r. PER PLAN LEGEND INDICATES SHEAR WALLS WIN NO %// /J ///,Pi�1. J2 HQLDOIU�IS OR. FOUNDATION STRAPS.. SEE SHEAR WALL ELEVATION 10152 /0 \� I� EXIST. 4X81' \ I \ SOLE PLATE NAILING 16d *12' O.C. (LING - 8d • 6' O.C. (2) 134X14 LVL JOISTS • 16' OC. EXIST. 4X INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. INDICATES EXIST. 4X6 POST BELOW CONT. INDICATES EXISTING AS -BUILT ROUND SPREAD FOOTING PER PLAN. INDICATES EXIST. 31.11 T4G PLYWOOD - NAIL WITH Sd € 6' O.C. EDGES AND Sd * 10' O.C. AT INTERMEDIATE' FRAMING MEMBERS FOUNDATION 4 MAIN FLOOR FRAMING NOTE5: 1. ALL FLOOR BEAMS SHALL BE 4X10 DF 32 UNLESS NOTED OTHERWISE ON PLAN. NOTE LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN. 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES 3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, . CLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. 4. BACKFILL- SHALL NOT ISE REPLACED AGAINST STEM WALLS UNTIL SUPPORTING WALLS AND FOOTINGS HAVE REACHED DESIGN STRENGTH. BACKFILL SHALL NOT BE REPLACED AGAINST BASEMENT WALLS UNTIL WALLS AND FOOTINGS HAVE REACHED DESIGN STRI NGT14 AND MAIN FLOOR FRAMING AND BASEMENT FLOOR SLAB ARE IN PLACE. 6. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY FROM THE FOUNDATION FOR `RAIN OR IRRIGATION WATER 1. ALL WOOD IN' CONTACT Wit14 CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES,. AND DRILLED HOLES SHALL BE RE- TREATED PER AWPAM4. 8. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON 'ZMAX' (Gt85 HOG PER ASTM A653). PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE S OF SHEAR WALL SCHEDULE NOTES. 10. PROVIDE 4'6' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE 14'X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. It. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECIEPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRC TABLE 4022. SE GENERAL NOTES IN SHEET SI FOR ADDITIONAL REQUIREMENTS. SHEAR l A .L SCHEDULE NOTES (MAIN FLOOR): L SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WIN ADDITIONAL EDGE NAILING, A8UI1'ING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL- BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' OC. FIELD NAIL SPACING SHALL BE 12' O.C. 3. SHEATHING SHALL BE 1/16' 058 UNLESS SPECIFIED 15/32' STRUCTURAL *1- IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR .2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' O.C. S. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2)_2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. 6. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X4 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. 1. EXISTING SOLE PLATE - 2X4. SOLE PLATE NAILING SHALL BE 16d SPACED 12' 0.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE) S.. MUD SILLS SHALL 8E- 2X6 HF *2 P.T. . CONTINUOUS AROUND PERIMETER - OF FOUNDATION. WALL. 9. FOUNDATION ANCHOR SHALL BE $4' DI4 X 10' A:B. FOR 2X6 TIUDSILL . IF NOT SPECIFIED BY THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' 0C. ALL ANCHOR BOLTS SHALL SE EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2) MINMUM A.B.'S FOR EACH MUDSILL SECTION. 10. PROVIDE 3'X3'XV4 GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'Xk' GALV. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. SWEARUJALL SCWEDULE (113C TABLE 230(93) (1M2)(4) WALL rrn (s45)TG. (3) EDGE NAILING LENGTH x GAGE) (6)AB. SPACING SOLE PLATE NAILING (GAS ABUTTING VERTT. PW EDGES ABUTTING HORIZ. PIU EDGES (9) SOLE PL MUD SILL EDGE- FRAMING (VERT.) HOEDOWN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE 1 /16' OSB (8d2.:1a X 6 ' 4 O13C i ) s/' } 6A Bd a : 1248' ' O' CO_ C (3' X 0162•) 2x6 2x6 2x6 2x6 2 -26 NONE d 150 plf NONE Mr NOTE: FOR ALL OTHER EXTERIOR WALLS NOT '5PECIFIE > IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SWEAR WALL SCHEDULE NOTES' . ROOF $1 -ITG. PL ELEV. MU SHEATHING' -SEE SCHEDULE FOR NAILING BOUNDARY EDGE FRAMING PER SCHEDULE 2x BLOCKING (TYP.) TRUSSES DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL BE 1' -0' NAIL WI 10d • 4' 0C. GIRDER PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila UILDING DIVISION SIMPSON Hl (TYP.) BLOCKING REQUIRED AT ALL HORIZONTAL UNSUPPORTED PW EDGES - SIZE PER SCHEDULE FtN FLR. B.O.PW BLOCKING MAIN FLOOR JOISTS PER PLAN - TREATED SILL FL ' . A.I 'S - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE NOTE: THIS ELEVATION DOES NOT REPRESENT A' SPECIFIC SHEAR WALL TYPE OR LOCATION: REFER TO THIS DETAIL FOR VARYING SHEAR WALL'CONDITI0N5, I.E. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR. SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOEDOWN TYPES, AND FRAMING SIZES. BOUNDARY EDGE FRAMING PER SCHEDULE ADDITIONAL STUDS BELOW GIRDER TRUSS PER PLAN ABUTTING VERTICAL PW EDGE FRAMING - SIZE PER SCHEDULE 34. FLOOR SWIG. RECEIVED JUL 18 2011 PERMITCENTE& 1194.-2.2 ELEVATION - ONE STORY FRAMING OR SWEAR WALL (WATCHED)