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Permit D13-076 - PRAKASH RESIDENCE - REMODEL
PRAKASH RESIDENCE 4607 S 146 ST D13-076 City olI'ukwila • 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 Parcel No.: 0040000601 Address: 4607 S 146 ST TUKW Suite No: Project Name: PRAKASH RESIDENCE DEVELOPMENT PERMIT Permit Number: D13-076 Issue Date: 06/11/2013 Permit Expires On: 12/08/2013 Owner: Name: PRAKASH ROBERT S+JAISHIRI Address: 4607 SOUTH 146TH ST , TUKVVILA WA 98168 Contact Person: Name: HOWARD ICEVIURA Address: PO BOX 59415 , RENTON WA 98058 Contractor: Name: ALL AROUND CONSTRUCTION INC Address: 12124 SE KENT-KANGLEY RD , KENT WA 98030 Contractor License No: ALLARCI984B3 Lender: Name: Address: Phone: 425-271-1875 Phone: 253-852-4446 Expiration Date: 01/23/2014 DESCRIPTION OF WORK: REMOVE CONCRETE STAIRS TO ENTRY, CONSTRUCT NEW COVERED ENTRY PORCH. ADD 4 FOOT DEPTH TO EXISTING CARPORT, ENCLOSE EXTERIOR WALLS TO CREATE ATTACHED GARAGE. ADD NEW GABLE TO ROOF. EXTERIOR EXISTING DECK TO CONNECT TO NEW COVERED PORCH. Value of Construction: $19,848.84 Fees Collected: $779.67 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 26 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-076 Printed: 06-11-2013 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: N Permit Center Authorized Signature: Lia Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or 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: ie6 IS 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. Date: 9' `1.3 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D13-076 Printed: 06-11-2013 7: Notify the City of Tukwila Building Divisic for to placing any concrete. This procedure addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D13-076 Printed: 06-11-2013 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvvvw.TukwilaWA.gov Building Permit No. Project No. D 7 co Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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 Address: 4407 S /'TtoIli 1' King Co Assessor's Tax No.: Suite Number: Tenant Name: Fohe44- Priii rh PROPERTY OWNER Name: bt 2,7p27i %t ../"vi_v Address: v ZDk S5 4/_f— Name: pvhe4r_f_ prwX4.4 Phone: v2,,-Z7I IVIS Fax: zhc-27/ 23ei Email: 114 /QM.- Jrf-at• cooiciefne Address: 40 7 S', iii " fi._ State: .� City: TXJ44/4 State:,. Zip: /4/. CONTACT PERSON -person receiving all project communication Name: bt 2,7p27i %t ../"vi_v Address: v ZDk S5 4/_f— City: ler', -to h State:/ _ Zip: Tort Phone: v2,,-Z7I IVIS Fax: zhc-27/ 23ei Email: 114 /QM.- Jrf-at• cooiciefne GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: eovk, L7i City: Ae4 740,..7 State:,_ Zip:9441r Phone: �14--27, ,,x—Fax: 426.-27/23 8 City: State: .� Zip: Phone: Fax: » Email: hht ihePr«-6'e Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Fornn-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Do fiaOa - GGe. / Floor: New Tenant: ❑ Yes ❑ ..No ARCHITECT OF RECORD Company Name: ,....i.46,0114S / _A Architect Name: uoi-ey /mom/ Address: eovk, L7i City: Ae4 740,..7 State:,_ Zip:9441r Phone: �14--27, ,,x—Fax: 426.-27/23 8 Email: 1 *0w,uP- a Goo.,eQ�f 17G7` ENGINEER OF RECORD Name:/,-- /� �r Company Name: /V > 1i/ h ee,--/A-9 Engineer Name: a/G,r A/0- I4/ _a Address: Pvk3 9 4. Iv City:C �� 7�0% State: .� Zip�g A/4 �7 Phone: 41 - 3 �i ' 338/Fax: 3 » Email: hht ihePr«-6'e -ic4 S f; he "— LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:/,-- /� �r `TTa o ow>^o►- Address: .� City: State: Zip: Page 1 of 4 • BUILDING PERMIT INFORMATION- 206-431-3670 Valuation of Project (contractor's bid price): $ 2 01)0 Existing Building Valuation: $ 202 d017 Describe the scope ofwork (please provide detailed information): (I%1'd fier-oraf fzeir ov( can (y(( / 3 i j , G011?71j-vG J Cyd �-c� � v ,J'` -e4 kr((( a41.).a�' 7d1":9 D/7(ih4' P . ,1v f9 7120 C e4c/r 49111eAed t -P , .... hew 5art, /Q f cid Gwi n ot,f-Dhew- GD e.? ✓Jn ►. Will there be new rack storage? 0 Yes V. 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous ma als in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! Safely Data Sheets. SEPTIC SYSTEM A/Yr ❑ 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\Foran-Applications On Line\2011 Applieations\Permit Application Revised- 8.9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ]s' Floor _ rB g. 2m Floor 3rd Floor Nil- Floors thru -- Basement S/) O O _/ Accessory Structure* Attached Garage 5" 3 r Detached Garage Attached Carport 4-r7 _ 45-7 Detached Carport Covered Deck f?p reIi •-' /5— /73 Uncovered Deck 12_ /O 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous ma als in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! Safely Data Sheets. SEPTIC SYSTEM A/Yr ❑ 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\Foran-Applications On Line\2011 Applieations\Permit Application Revised- 8.9.11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179, Scope of Work (please provide detailed information): aro' - 720 ofl v' Prl - " Call before you Dig: 811 Please refer to Public ;Works Bulletin #1, for fees and estimate•sheet Water District ❑ ...Tukwila 0 ...Water District #I25 0 ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑... Valley View 0...Sewer Availability Provided ❑ .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle � Septic System: w I . ' ' 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): tnr 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ,meq- Proposed Activities (mark boxes that apply): /"' ' 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone 0 ...Total Fill cubic yards 0 .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\201 I Application\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT; APPLICATION NOTES - 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. 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). 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 A1;YfHORIZED AGENT: Signature: Date: 3 k f/3 Print Name: Mailing Address: H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 201! bh Day Telephone: 4'.S' 2 7j /F City State Zip Page 4 of 4 • CCity 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.gov Parcel No.: 0040000601 Address: 4607 S 146 ST TUKW Suite No: Applicant: PRAKASH RESIDENCE RECEIPT Permit Number: D13-076 Status: APPROVED Applied Date: 03/06/2013 Issue Date: Receipt No.: R13-01104 Payment Amount: $474.30 Initials: JEM Payment Date: 03/21/2013 12:45 PM User ID: 1165 Balance: $0.00 Payee: ROBERT S PRAKASH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 75631Z ACCOUNT ITEM LIST: Description 474.30 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $474.30 164.43 305.37 4.50 Drin+nrl• /11_01_1111 • • J��I�Q wq City of Tukwila :a ? 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.gov Parcel No.: 0040000601 Address: 4607 S 146 ST TUKW Suite No: Applicant: PRAKASH RESIDENCE RECEIPT Permit Number: D13-076 Status: PENDING Applied Date: 03/06/2013 Issue Date: Receipt No.: R13-00966 Payment Amount: $305.37 Initials: WER Payment Date: 03/06/2013 11:14 AM User ID: 1655 Balance: $474.30 Payee: JAISRI PR.AKASH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1587 305.37 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 305.37 Total: $305.37 n.:.....4. no /IC en4o 44 - 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 q 0710 Proj ct: t k S ` Type f Inspection: [.S u, (6 . n& F Ai AL Address: Th 41(01? /.�,--�_ST"= Date Called: �---� Special Instructions: '! �'�c%✓Q��,U. Date Wanted: / 1 — ZZ ��� :�.Cn! p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: De '' iT MPS Inspe tot r: Date: REINSPECTION FEE REQUIRED! Prior.to-next inspection. fee must be paid at 6300SouthcenterBlvd.. Suite 100: Call to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 6�I Pr ' c Type of Inspection: Address:Date -7 Called: 11/toO 5 /46ST- Special Instructions: Date Want ��/ i � a.m. p.m. Request r: Phone No: 255-Pisz-4/414( Approved per applicable codes. corrections required prior to approval. COMMENTS: Flt Ikjcries Ado ?.� ELNrr[►A I HNA) Date: 1 I / "5 113 SPECTION FEE REQUIRFD. Prior to ne .t inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 f_(206) 431-3670 Permit Inspection Request Line (206) 431-2451 rect: RAKI C1-+.- ii,S Type of Inspection: J c Ps Address: t0 07 S 1 +i Co Date Called: — Special Instructions: Date Wanted: a.m� .)^l - t P.m. Requester: Philo / I � " 0-‘,/e3(, Approved per applicable codes. ll Corrections required prior to approval. COMMENTS: ii R Aim ,N)(7 y. pN ,f 't 7 oJP — ApPAA : i4 iiishevl/ _ irdk% LI tfiA ti . k.1 Stu i Or -- 4-76,A.,(-) EINSPEC IONFEEREQUIR D. Prior to next inspection. fee must be paid at 6 0 Southcenter Blv Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ot?-c>7(, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila: WA 98188 12, (206) 431-3670 Permit Inspection Request tine (206) 431-2451 Project: Type of Inspection: Address: &o- S I L Date Called: Special Instructions: Date Wanted: e-7--- l p.m. Requester: • • - Phone No: 1/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: REIN PECTION FEE REQUIRED. Prior to next inspection. fee must be paid =t 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 1)13-b74., Project: PRArz 5t544 tZFc5 Type of Inspection: -2AoniNIL -WA1(f51-WA? Address: 4607 S 1 `)Co V-1-- Date Called: 4IPhai?D•/ 1/AJWs )67.-- To 8F A -r►, 0DT/A/E[�;% 4 D -./r/9-pc /o f'go•> /70-50,04714 Special Instructions: __.., DatWanted: � -- ' a.m p.m. Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. C COMMENTS: 0 . f 4/)1,Ai 4IPhai?D•/ 1/AJWs )67.-- To 8F A -r►, 0DT/A/E[�;% 4 D -./r/9-pc /o f'go•> /70-50,04714 (%( ✓dc t-1' N. specto Date: 7— 37- 3 PECTION FEE REQUIRED. Prior to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0) 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 b13-- 07 6 Project: ` � PRAc's-f"S+I iFS Type of Inspection: A11Q c r--- , Tv %, 1_ Address: y(,0-7 -Cy) 11-) Co S' - Date Called: 1.149 b Ath wr� -.I Vcni t Special Instructions: Date Wanted: 7— I e- 1 a.m� P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z 1ta A.° /4.1©cNr- - Vo% cl' 1.149 b Ath wr� -.I Vcni t specto : / 7 ct� lex.c 4 Date: 7-) 8— l - EI SPECTION FEE EQUIRED. Pri to next inspection. fee must be pai at 6300 Southce ter 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 i3-07, Pr Type of,Inspewct_,on: \-- Address: CO 0�7 f / 4-r-1, (O --re- -rSpe'1 Date Called: cial Instructions,: Special Date Wanted-7: anted i ( 3 ..Ci.m.,, p.m. Requester: Ph ne No: �_ q40- t 55 Approved per applicable codes. EjCorrections required prior to approval. COMMENTS: (VLNLJ n. LPJ/Z Inspector: Date) n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiont INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 113-o7 Pr9.[ect: PR AI.1-41r1 j Type of Inspection: — FDrn t C Address: LI Go -7 S 1 Li i- , Date Called: Special Instructions: Date Wanted: C.. -. Z C. - 1 ?jp'•1i �:m, Requester: Phone No: 2S 3-70c -b ? W L. Approved per applicable codes. r Corrections required prior to approval. 1/ COMMENTS: ri EINSPE► ION FEE REQUIR ' . Prior to ne inspection. fee must be paid •300 Southcenter Blvd., uite 100. Ca t to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PERMIT NO. Project: '9 - (j Type of Inspection: e, 1 y.j Address VI V �, I !� 4 Date Called: ®11 I ` t Special Instructions: _ Date Wanted:. �,ry /� (a_,m: �J1 d^ p.m. Requester: Phone No: 2.t „ No 1110 Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. Y.� pL& t- o(IO,D5 (o1 -rd -! 5 l asGas b (ac -S . Ire'(17A.kd t Inspector: 95 Date: II /5—/ l3' ��L• n REINSPECTION FEE REQUIRED(Prior to next inspection. fee must be ter: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i NM ENGINEERING. FILE COPY STRUCTURAL CALCULATIONS Prakash Remodel 4607 S. 146th Street Tukwila, WA 98168 PREPARED FOR Howard Kimura, A.I.A. 18012 W. Lake Desire Dr. SE Renton, WA 98058 bto7� EXPIRES JANUARY 21. 2014 February 26, 2013 Job no. 05812 • REVIEWED FOR CODE COMPLIOCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER PO BOX 39681 • LAKEWOOD, UM 98496 • PI-IONE: (253) 581-3381 • (253) 250-6651 (cell) • nneng1neeringscomcastnet NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, 05812 Lateral.mcd I. SEISMIC Lateral Analysis shall be based on 2009 "Intemational 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 Icy := 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: S1 := 0.50 Site Coefficient - table 1613.5.3(1 &2) Fa := 1.0 Fv := 1.5 SMS := Fa. Ss SMS = 1.25 (16-36) SM1 := FwSi SMI = 0.75 (16-37) Spectral Response Parameters SDS -SMS SDS = 0.83 SD1 := 3SM1 SDI = 0.5 Design Coefficient (ASCE Table 12.2-1): ,:=6.5 fla:=2.5 Cd := 2 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 SZo - Allowable Stress Design (ASCE 12.4.3.2) LC5.os ( 1.0 + 0.14SDS) • D + H + F + 0.70S10.QE LC6.os (1.0+0.105•SDS)D+H+F+0.525410 QE+0.75L+0.75•S LC8.os (0.6-0.14SDS)D+0.70S20•QE+H F'• SDS Seismic Base Shear (ASCE 12.14-11) V := W F' = 1 R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pto := Opsf Concrete Topping (Floors) pt; := Opsf Roof Tile pw := 7psf Wall Total Floor Dead Load (D): Df := fr + Pto Total Roof Dead Load (D): Dr := fr + pt; Df = 15 psf Dr = 15 psf Page 1 NN Engineering, P.S. PO Box 39681, B. Determine Seismic Weight (W): Overall Building Dimensions : hi := 911 wr:= 26ft lr := 30ft Height of First Floor Walls Average width of roof Average length of roof Total Floor/Roof Areas (112) AR := wr•lr Prakash Residence 2/26/2013 05812 Lateral.mcd AR = 780ft2 Roof TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : Wr := AR. Dr+[.S•hl•(Ir+wr)•2]•pw Wr = 15.23k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W := Wr W = 15.23k C. Determine Seismic Base Shear (ASCE 12.14-11): D. Vertical Distribution of Lateral Forces Longitudinal Direction Frlong Vmax Lateral Direction Frlat Vmax w5' :— V rlong w'r w7' :_ Vrlat lr Exterior Wall Dimensions (ft): LI := 20ft L2 := 24ft L3 := 25ft L4 := 19ft L5 := 9ft L6 := 18.5ft L7 := 27ft F'•SDS Vmax .— R W Frlong = 1.95 k Frlat = 1.95 k w5' = 75.09pIf w7' = 65.O8plf Page 2 L8 := 27ft L9 := 711 L10 := 22ft L11, := 17ft L12 := 13ft L13 := 17ft L14 := 13ft Vmax = 1.95 k NN Engineering, P.S. PO Box 39681, Prakash Residence 2/26/2013 05812 Lateral.mcd E. Determine Building Redundancv p p = 1.3 First Floor: WALL A La := 14ft Va := (L1)•w5' Va = 1501.781b F. Calculate Earthquake Forces Erlong 0.70P. Vmax Erlat 0.70P' Vmax V'rlong Erlong V'rlat Erlong Uniform Loads to Roof/Floor Diaphragm (seismic) lAdjusted to working stress level) w5 :— w7 :— Erlong wr Erlong Ir Erlong = 1.78k Base Shear Longitudnal Erlat = 1.78k Base Shear Lateral V'rlong = 1.78 k Shear Longitudinal Vrlat = 1.78k Shear Lateral w5 = 68.33 plf w7 = 59.22p1f Page 3 Uniform Load Seismic (Roof Diaph. Longit.) Uniform Load Seismic (Roof Diaph. Lat.) NN Engineering, P.S. PO Box 39681, 11. Wind - Method 1 (ASCE 6.4) Prakash Residence 2/26/2013 05812 Lateral.mcd Ps X•I•PS30•Kzt Lateral Analysis shall be based on 2009 "Intemational 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•Kg Horizontal Pressure PS30.B := 4.2psf•Kzt PS30.0 10.6psf•Kzt PS30.D 2.3psf•K t PS30.E 13.8psf•Kzt PS30.F 9.6psf•Kzt PS30.G 9.6psf•Kzt PS30.H 7.3psf•Kg Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure PS30.Eoh 19.3psf•K t 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' )615 := 1.00 1.20 := 1.00 X25 := 1.00 X•30 := 1.00 X35 1.05 X40 1.09 Occupancy Category: 11 IW := 1.0 Kzt := 1.0 200 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) PIA := 2.15'I'PS30.A PIA = 15.9psf P2A :_ X20' I' PS30.A P2A = 15.9psf P3A:= X254'PS30.A NA = 15.9psf P4A A30'I'PS30.A P4A = 15.9 psf Prakash Residence 2/26/2013 05812 Lateral.mcd Wind Pressure (Horiz.) (Roof End) P1B :_ X15410S30.B P 1 g = 4.2psf P2B :_ X20'1.PS30.B P2B = 4.2 psf P38 := 2'25'I'PS30.B 133B = 4.2 psf P4B X30•I'PS30.B P4B = 4.2 psf Wind Pressure (Horiz.) (Wall Interior) P1C :_ 15'I•PS30.0 Plc = 10.6psf P2C := X20.1. PS30.0 P2C = 10.6 psf P3C := A,254'PS30.0 P3G = 10.6psf P4C := X30'I'PS30.0 P4C = 10.6psf Wind Pressure (Horiz.) (Roof Interior) PID X15'I1PS30.D P1D = 2.3psf P2D :_ x.20'1•PS30.D P2D = 2.3 psf P3D :_ A,251•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 = 15'I'PS30.E PIE =-13.8psf 15' to 20' P2E := X20.1.PS30.E P2E =-13.8psf 20' to 25' P3E :='25'1•PS30.E P3E =-13.8psf 25' to 30' P4E := X30.1. PS30.E P4E =-13.8psf Wind Pressure (Vert.) PIF:= A.15'I'PS30.F P1F =-9.6psf P2F = X20'I'PS30.F P2F =-9.6psf P3F :_ X25"'PS30.F P3F =-9.6psf P4F :_ X30.1'PS30.F P4F = -9.6 psf Wind Pressure (Vert..) P1G :_ X154'PS30.G PIG =-9.6psf P2G = X20'I'PS30.G P2G = -9.6 psf P3G := X25'I'PS30.G P3G =-9.6psf P4G := X30'I'PS30.G P4G =-9.6psf Wind Pressure (Vert.) P1H X15'I'PS30.H P1H =-7.3psf P2H := 2.20.1•PS30.H P2H = -7.3 psf P3H :_ X25' I' PS30.H P3H =-7.3psf P4H :_ )630.1 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' P1Eoh X15.1.PS30.Eoh P1Eoh =-19.3psf P2Eoh '20.1.PS30.Eoh P2Eoh = -19.3 psf P3Eoh X25'I'PS30.Eoh P3Eoh = -19.3 psf P4Eoh X30'I'PS30.Eoh P4Eoh = -19.3 psf Wind Pressure (Vert.) (Overhangs) I'IGoh 15'I'PS30.Goh PIGoh = -15.1 psf P2Goh '20'I'PS30.Goh P2Goh = -15.1 psf P3Goh PS30.Goh P3Goh = -15.1 psf P4Goh ?30'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 P 1 net' := X• 15' I.7.5psf Plnetl = 7.5psf P2net1 := X20.1- 7.5psf P2net1 = 7.5psf P3net1 :_ X25'1* 7.5Psf P3net1 = 7.5psf P4net1 :_ X30'1'7.5psf P4net1 = 7.5 psf Prakash Residence 2/26/2013 05812 Lateral.mcd Plnetu := k15.I•-11.9psf Plnetu =-11.9psf P2netu := ?•20.I.-11.9psf P2netu =-11.9psf P3netu := ?.25.I.-11.9psf P3netu =-11.9psf P4netu := X30.I.-11.9psf P4netu = -11.9 psf Determine Uniform Wind Loads: wl := P1C•8.5ft w2 := Plc 8.5ft w3 := PIC• 10ft + P2C• 2ft w4 := P1C'10.5ft+P2C•5ft+P3C•1ft Pnet = Pnet30•Kzt Wind Pressure (Vert.) Wall 270 - zone 4-5 10sf P1net4:_ 15'I.13psf P l net4 = 13 psf P2net4 := X20'1.13psf P2net4 = 13 psf P3net4 :_ X251 13psf P3net4 = 13 psf P4net4 :_ '30'I.13psf P4net4 = 13 psf w1=90.1plf w2 = 90.1 plf w3 = 127.2 plf w4 = 174.9plf Wind Pressure (Vert.) Wall 270 - zone 5 10sf P1netw := 15'I•-17.4psf P1netw =-17.4psf P2netw := ?.20.I.-17.4psf P2netw =-17.4psf P3netw :_ )625.I•-17.4psf P3netw =-17.4psf P4netw :_ X304•-17.4psf P4netw =-17.4psf Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) ' Iat := w3 'long := wl Vwlong := wIong'wr Vwlat := wlat' Ir Flat = 127.2 plf 'long = 90.1 plf Vwlong = 2.34k Vwlat = 3.82k 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 := wl•wr V2.Iong.wind := Vr.long.wind LATERAL DIRECTION V r.lat.wind := w3' 1r V2.lat.wind := Vr.lat.wind Vr.long.wind = 2.34k V2.long.wind = 2.34k Vr.Iat.wind = 3.82k V2.lat.wind = 3.82 k Page 6 NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, 05812 Lateral.mcd III. SUMMARY OF STORY SHEARS Vx SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 1.95 k Vrlat = 1.95 k Vr.long.wind = 2.34 k ROOF (Controlling uniform load/shears) LONGITUDINAL LATERAL Vr.Iong = "wl-wind" A. SUMMARY UNIFORM LOADS: Vr.lat = "w3 -wind" wl = 90.1 plf WIND (Roof Diaph. Longit.) w2 = 90.1 plf WIND (2nd Flr. Diaph.Longit./Lat.) w3 = 127.2plf WIND (Roof Diaph. Lat.) w4 = 174.9plf WIND (Roof Diaph.) w5 = 68.33 plf SEISMIC (Roof Diaph. Longit.) w6 = Oplf SEISMIC (2nd Flr. Diaph.Longit.). w7 = 59.22p1f SEISMIC (Roof Diaph. Lat.) w8 = Oplf SEISMIC (2nd Flr. Diaph.Lat.) IV. SHEAR ON SHEAR WALLS Wall A: La = 14ft (L1)•wl va :— La va = 129p1f V. SHEAR WALL STRENGTH OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hi Wall Length Overturning Moments A Lal := 7ft OTMaI := va•Lal•HW OTMa1 = 81091bft Page 7 Vr.lat.wind = 3.82k NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, 05812 Lateral.mcd B. SHEAR WALL DEAD LOAD RESISTING MOMENT Dead Load on Shear Wall Shear Roof / Floor Weights Wall Al DLRFa 1 := 4• ft• (1.13f 3 • D f) • La l DLRFaI = 2801b C. HOLDOWN FORCES ON WALLS First Floor Wall Weights DLWLaI := HW pw• Lal DLWLaI = 441 Ib Al HDFaI := OTMa1 – DLRMa1 Lal D. ALLOWABLE ANCHOR BOLT SPACING Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFaI DLaI = 7211b DLRMaI := DLaI•Lal•.5 DLRMaI = 2523.5lbft HDFaI = 797.93 Ib Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b• 1.33 ZB — = 275.98p1f 4ft ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear lft spacing. Allow Shear/ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A va• La vai La – 0• ft vai = 128.71 pIf A.B. SPACING ZB Sal := vai (val – va)•0.ft HORIZ. STRAP FORCE Pa = OIb VII. SHEAR WALL SUMMARY Mk Wall Shear Anchor bolt Holdown Edge Holdown Type Stress Spacing Force Nailing Tvpe., A 0 vai = 128.71 plf Sa = 48 in HDFa1 = 0.8k 8d © 6" o.c. STHD8 Page 8 NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, Lakewood, WA 98496 05812 Beams.mcd III. Gravity Load Analysis Gravity Analysis shall be based on 2009 "Intemational 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 (asf): fr := 15psf Framing Dead Load (or actual) Pto = Opsf Concrete Topping (Floors) thk = Oin pti := Opsf Roof Tile pw := 1.1psf Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf := 40psf Floor Live Load Ilg := 55psf Garage Slab on Grade lld := 60psf Deck Live Load Ilgc := 30001b Garage Concentated Load (4.51n x 4.5in area) Ila := 100psf Assembly Areas I1'gc := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adiusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg 5 20psf ; Site elevation < 700ft) pf := 0.7• Ce• Cr I• pg Flat Roof Snow Load (ASCE Ean. 7-1) Ce := 1.0 - Exposure B Table 7-2 Ct := 1.1 - Table 7-3 Obstructed non -slippery surface - Heated space (ventilated) I := 1.0 - Importance Table 7-4; Category 11 per table 1-1 Pf := 0.7•Ce. CrI•pg P'f = if [pg 5 20psf,(I.pg) ,(20psf.1)] p"f:= if(Pf> w,Pf,N') Ps Cs.Pf Sloped Roof Snow Load (ASCE ECM. 7-2 Warm Roofs) Cs := 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch p's = 25psf Min. (Heated Ventilated space) pg := 20psf (Ground Snow load per ASCE Fig. 7-1) w := 25psf (Min. Roof Snow load per local jurisdiction) pf = 15.4 psf p'f= 20psf min. p"f = 25 psf min. Floor Dead Load (Df): Df = 15 psf Floor Live Load (Lf): 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 B1 NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, Lakewood, WA 98496 05812 Beams.mcd 3-1/8 x 10-112 Glu -Lam Beam - B1 L := 16.ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf := TLrtw,r w = 160pIf wDL := Drtwr Mmax w•L2 8 Allowable Stresses (adiusted) Mmax = 5120 ft lb Vmax:=w. —h t := 3.125in h := 10.5in wDL = 60pIf twr := 4ft (roof) _ L A 240 Vmax = 11401b Rmax := w•L•.5 Rmax = 12801b Fb := 2400. psi Fv := 265. psi F'b := Fb•CD•CM•Ct•CL•CvCfu'Cc F'v := FvCD•CM•Ct Areq Ireq 384.E'•ATL, Mmax F'b Vmax• 1.5 F'v 5• w• L4 E := 1800000•psi. Ct F'b = 2760 psi F'v = 305 psi Sreq = 22.26in3 < S = 57in3 OK Areq = 5.61 in2 CD := 1.15 CM := 1 gt,:= 1 CL := 1.0 Cy := 1 Cfu := 1 Cc := 1 Cvact = 1.094 Sreqo — 38.77% S < A = 33 in2 OK Amo — 17.1% A Ireq = 163.84 in4 < I = 301 in4 OK 4x10 Sawn Beam - B2 9.ft Dr = 15 psf Lr = 25 psf TLr = 40 psf := TLrtw w = 320p1f w8 L2 �:= Mmax = 3240 ft lb Allowable Stresses (adiusted) DF#2 ,:= Dr•tw, w•C2 —h1 Ireq = 54.35% I ,:= 3.5in tw, := 8ft 1TL=0.8in ADL = 0.3 in L:= 9.25in wDL = 120pIf Assumed OK Vmax = 1193.33 Ib .Rmax = 14401b Atb,,:= 900•psi Fes,,:= 180. psi £:= 1.15 C, ,:= 1 g4,:= 1 C := 1.0 CF := 1.2 C,«4,:= 1 Ci := 1.0 Cr := 1 ,Ek,,:= Fb•CD. CM. CrCL•CF•Cfu•Ci•Cr F'b = 1242 psi C'i := 1.0 := FvCD. CM•Ct•Ci F'v = 207 psi L _ ' '" 240 I'w:= 1600000•psi•C'i E' = 1600000 psi := Mmax Sreq = 31.3in3 <. S = 50in3 OK Sreq — 62.72% F'b S •- Vm 1.5 Areq = 8.65in2 < A = 32in2 OK Areq Fav — 26.71%A A 4 l q,:= 5 w L Ireq = 65.61 in4 < I = 231 in4 OK Ireq = 28.42% 384•E'• Am 1 Page B2 NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, Lakewood, WA 98496 05812 Beams.mcd 6x8 Sawn Beam - B3 Dr = 15 psf Lr = 25 psf TLr tw w = 560p1f w• L2 AiWolat.:= 8 Allowable Stresses (adjusted) DF#2 TLr = 40 psf Mmax = 630 ft Ib &:= 875•psi 14„:= 170•psi g,,:= 1.15 ,r,12„:= Fb'CD. Cm. CrCL. CF. Cfu'Ci'Cr , x:= FvCD•CM•Ct'Ci 1600000•psi•C'i Mmax .- F'b Vmax• 1.5 F'v 5•w•L 4 384•E'•0TL L:= 3•ft x04,,,,:= Drtw := w•I 2 -h) gai,:= 1 ,:= 1 F'b = 1207 psi F'v = 196 psi E' = 1600000 psi Sreq = 6.26in3 < S = 48in3 OK Areq = 3.85 in2 Ireq = 4.25 in4 4x10 P.T. Sawn Beam - B4 Df = 15 psf Lf = 40 psf ,:= TLptwf+ TLrtwr w• L2 ,max•,:= 8 TLf = 55 psf w = 275 plf < 'A=40 in2 OK < I = 175 in4 OK 9• ft TLr = 40 psf /:= 5.5in := 7.25in ,:= 14ft wDL = 210plf Vmax = 501.671b b := 1.0 ,:= 1.2 Sreq - 12.99% S Areq - 9.65% A Ireq = 2.43% I ,:= 1 Rmax = 840Ib ,:= 1.0 , x„:= 1 := 1.0 _ L ' 11w 240 L:= 3.5in := 9.25in twf := 5ft (floor) t,, „,:= Oft (roof) wDL = 75 Of ,mow.:= Dftwf+Dr•twr Mmax = 2784.38 ft 1b V , — w I - h Allowable Stresses (adjusted) DF#2 C,:= 1 ,,:= 1 ,:= 1 900. psi ,F ,:= 180.psi b := Fb•CD. CM•CrCI; CF. Cfu•Ci•Cr Fw3G:= FvCD. CM' CrCj ,:= 1600000.psi. C; Mmax F'b .4+Aiw6ii:= Vmax• 1.5 F'v 5. L 4 384. E'• Sreq = 38.67in3 F'b = 864 psi F'v = 144 psi E' = 1520000 psi <_ S = 50in3 Afeq = 10.68in2 < Ireq = 59.35 in4 OK Vmax = 1025.521b ,,:= 1.0 ,cz:= 1.2 ,:= 1 Sreqo --77.48/0 S A = 32 in2 OK Areq - 33% 1 = 231 in4 Page B3 A OK Ireq = 25.71% I Rmax = 1237.51b ,:= 0.80 ,,:= 1 Q:= 0.95 L 240 NN Engineering, P.S. Prakash Residence 2/26/2013 PO Box 39681, Lakewood, WA 98496 05812 Beams.mcd 2x8 P.T. Joists ( 16" o.c. - HF#2 - J1 := 9•ft /:= 1.5in 11,:= 7.25in Df = 15 psf Lf = 40 psf TLf = 55 psf ,tom:= 16in TLf tw w = 73 plf 1 := Df tN 2 •, ,,:= wg Mmax = 742.5ftlb MVS:= w•I 2 - h I Allowable Stresses (adjusted) HF#2 \ 875•psi ,x,,,:= 170•psi g,,:= 1 ,,:= 1 a:= 1 wDL = 20 plf Vmax = 285.691b Rmax = 3301b 1.0 g, := 1.2 , s1y := 1 ,,:= 0.80 a:= 1.15 Fb'CD'CM'Ct'CL'CF'Cfu'Ci'Cr Fib = 966 psi yG:= Fv•CD•CM•Ct•Ci F'v = 136psi 1600000•psi•C'i E' = 1520000 psi ,tr»q„.— Mmax Sreq = 9.22 in3 < S = 13 in3 OK Sreq ° rib -70.19/° Vmax.1.5 Are 3.15 in2 < A = 11 int OK Areq P^ F'`, q - 28.98% A 4 ^1, := 5 w L Ireq = 15.83 in4 < I = 48 in4 OK Ireq = 33.23% 384•E'•ATL I Page B4 , ;i,:= 0.95 AIL := 240 (actual A) ATL = 0.15 in <. DECK GATCO ELASTMERIC DEQ(5 OVER 314• DOER GRADE TIG PW sea Naos ad • 6' OC. EDGES / td • W OL MTER'EDIATE RUMP* MEMBERS DRILL N AU. NORM FEIF. WO DOR. SEE 9/87 (SSKI PRECAST 12•14Y P R BLOCKS •12114 42,44 POST (7-PLACE91 L 'J� 7X8 412203 L_J •1 • I .4/ ORME EX STRICT. ABOVE INSTALL NOD MADER PER STRICT. RBI INSTALL NEI TB1P NSLL. GLASS MUTE UN ERIE %SOL IRATE PICIUE WICOOI C-7 MIME MAI4LT AND INSTALL NEIL 4' OONG SUB OVER 4' SAND OR BAY CF3ffim RDOG METALL 6 MILL VAPOR BAFRIER EMMEN COC AND FREE DRAM MATERIAL ilry Eyr tl` r r yr T T 9I7' TJ1, • 16' OZ. I I t (IIII�, I I�IIII L1_ P701 1 F2D 3'-7• 6X19T51, POSTE AFp SPie4p WO1NG9 'CAN'S REMOVED.AFTER Mi?O EtAns . ARE SHORED INSTALL NER OIIOATIiN AND ¢ lai,"RiAAF1G AETERUAI®S • - ' III I • 1.4 52 T'. 8'-8' 6'-6• m -m• EXi@rt OP FANDARCM DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FOUNDATION / MAIN FLOOR FRAMING PLAN L� 1 • 1 1 -1 c97 7'-I P NEW ENCLOSED GARAGE • DECK \ \ EXISTING T6:586E6 • 24. O:C. / / / / / / / / L.� 0 • 2X4 FLAT OUTRIGGERS • 4e' or. a t� 6 Ext57 G RIME / DtlSTTNG BEAM TO REMAIN_ NEW ENCLOSED GARAGE / 12 / MATCH EST. / I / 1 1 0 / 1 / / Dd5T@IGs BEAM TO R3fAW - ---- / r-- - — -12—MBY Marilee - — — - __,,,— / &IATa oast I -4-- - Ol'wxlmh� -- - - N61I GABLBIB+C Tf115B 11654 L i NBe WW1 TR9e FI¢®9 52 a• DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ROOF FRAMING PLAN PT C 1* • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-076 DATE: 03-06-13 PROJECT NAME PRAKASH RESIDENCE SITE ADDRESS 4607 S 146 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued-, DEPARTMENTS: Ayecb '5 Bull ing Di Sion blic n NIS o,•o1 t3 Fire Prevention II Structural milMO-0113 Planning Division Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-07-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route 3X Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 04-04-13 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople P„ ter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALL AROUND CONSTRUCTION INC UBI No. 602153980 Phone 2538524446 Status Active Address 12124 Se Kent-Kangley Rd License No. ALLARCI984B3 Suite/Apt. License Type Construction Contractor City Kent Effective Date 1/23/2002 State WA Expiration Date 1/23/2014 Zip 98030 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date STURGIS, KENNETH (DAN) DANIEL President 01/23/2002 Bond Amount GILBERT, TAMI JO Vice President 01/23/2002 46WB012689 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 Wesco Insurance Co 46WB012689 01/23/2013 Until Cancelled $12,000.0001/15/2013 02/06/2013 6 United States Fire Insurance Co 615980871 01/23/2012 Until Cancelled 02/06/2013 $12,000.0001/17/2012 5 GREAT AMERICAN INS 4877271 01/23/2008 Until Cancelled 02/17/2012 $12,000.00 01/22/2008 4 EMPIRE FIRE & MARINE INS FS802938 01/23/2007 Until Cancelled 02/29/2008 $12,000.0012/29/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 United Specialty Insurance Com CDG00000575 01/23/2013 01/23/2014 $1,000,000.00 02/06/2013 8 Houston Specialty Ins Co 7466735 01/23/2012 01/23/2014 02/06/2013 $1,000,000.0001/14/2013 7 Naxos Ins Co. c11120122 01/23/2011 01/23/2012 $1,000,000.0001/12/2011 6 AIX SPECIALTY INS CO TSZCL0020122 01/23/2009 01/23/2011 $1,000,000.0001/04/2010 5 CONTINENTAL WESTERN INS CO CNP2668833 01/23/2008 01/23/2010 $1,000,000.00 01/19/2009 4 CORNHUSKER CAS CO WAC460082 01/23/2007 01/23/2008 $1,000,000.00 12/29/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information 1 1 ( 1 httns://fortress.wa.gov/lni/bbio/Print.asnx 06/11/2013 Prakash Residence Garage and Entry Porch Addition 4607 South 146th Street Tukwila, WA 98168 Project Description THIS PROPOSED PROJECT INCLUDES ADDING A NEW 10'-10" x 10'-0" ENTRY PORCH AND ADDING 4' TO THE DEPTH OF THE CARPORT AND ENCLOSING TO CREATE A NEW GARAGE. A STONE WAINSCOT WILL BE ADDED AND NEW CEDAR SHAKE SIDING AND SELECT WINDOWS WILL BE REPLACED AS SHOWN. Design -Build Systems Electrical LIMITED SCOPE OF THE ABOVE "DESIGN—BUILD" SYSTEMS SHALL BE PROVIDED BASED UPON NEW TENANT SPACE BEING DEVELOPED, UNLESS DRAWINGS ARE INCLUDED FOR SPECIFIC DESIGN REQUIREMENTS. THE GENERAL CONTRACTOR SHALL RESEARCH THE REQUIREMENTS FOR EACH OF THE "DESIGN—BUILD SYSTEMS" AND PROVIDE A FULLY OPERATIONAL PROPOSAL CAPABLE OF SATISFYING ALL APPLICABLE CODES, ORDINANCES AND AGENCY INSPECTIONS PRIOR TO SUBMISSION OF BIDS. FIS COPY Permit Na pop, r v ew approval Is subjad to woo and wisdom k". 1 of conduction ids does not authorize tr..' ::S'sation of any adopted code or oldnance. Receipt o Lppr red Fid Copy and condition Is amowle BY Date Oty Of BUILDING DIVISION Sheet Index Architectural AO COVER SHEET, SHEET INDEX, PROJECT DESCRIPTION Al OVERALL SITE PLAN, CODE INFORMATION, VICINITY MAP A2 FLOOR PLAN; RM MATERIAL & FINISH SCHEDULE, DOOR SCHEDULE A3 EXTERIOR ELEVATIONS A4 1/2" WALL SECTIONS THRU GARAGE ADDITION A5 1/2" WALL SECTIONS THRU ENTRY CANOPY ADDITION Structural S1 GENERAL STRUCTURAL NOTES S2 FOUNDATION & FRAMING PLAN DETAILS S3 FOUNDATION AND FRAMING PLAN; NOTES S4 ROOF FRAMING PLAN; DETAILS SEPARATE PERMIT REQUIRED FOR; eehenlcai C+Mbectricei erIsiumbing Gets Piping C:'ty of Tukwila B1 UILDINO DIVISION Ltr REVISIONS o changes shall be made to the scope of work without prior approval of Tukwila. Building Division. T7.7: ilavizgcn3 will require a new plan submittal z..,1,I may include additional plan review fees. 1 RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT ;� 26-2012 HOWARD 6, KIMURA STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2013 A-7 City of Tukwila BUILDING DIVISION b13' 076 A L 2-26-2013 D ATE SUBMIT FOR PERMIT REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 Fa fOi H.G. Kimura Architect, PLLC E-MAIL: HGK1MURA@COMCAST.NET TEL 425.766.5000 18012 W. LAKE DESIRE DR. SE Fax 425.271.2383 RENTON, WA 98058 DATE: 2-26-2013 JOB NO. 12-412 AO Code information & Genera Notes Property Owner: ROBERT & JAISHIRI PRAKASH 4607 S. 146TH STREET TUKWILA, WA 98168 Contractor: TO BE DETERMINED Architect: HG KIMURA ARCHITECT, PLLC PO BOX 59415 RENTON, WA 98058 CONTACT: HOWARD G. KIMURA TEL.: 425-271-1875 FAX: 425-271-2383 Building & Zoning Information: PREVIOUS USE: SINGLE FAMILY RESIDENTIAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL ZONE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: DESCRIPTION: FIRST FLOOR: BASEMENT NEW COVERED PORCH EXISTING DECK EXISTING CARPORT: GARAGE: LDR VB R3 EXIST. AREA ADDITION: TOTAL: 1380 SF 0 SF 1380 SF 890 SF 0 SF 890 SF 0 SF ,1�73SF� 173 SF 542 SF 44.C —S 10 �8'8'SF ?/ 457 SF —457 SF 0 SF 0 SF 538 SF 538 SF TOTAL CONDITIONED SPACE: 2,270 SF SITE AREA FLOOR AREA RATIO: SPRINKLERS: FIRE ALARM: PARKING: 9,670 SF 2,270/9,670 = 23.5% NO NO SAME AS EXISTING, NO CHANGE Assessor's Parcel Number 004000-0601 Legal Description: ADAMS HOME TRS N 76.5 FT General Notes: Vicinity Map: NTS NORTH PRAKASH RESIDENCE 4607 S. 146TH STREET TUKWILA, WA 98168 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL BUILDING CODE, MECHANICAL CODE AND FIRE CODE, 2009 UNIFORM PLUMBING CODE AND THE MOST RECENT ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE. 2. ALL BIDDERS SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BEFORE COMMENCING WITH WORK. ANY DISCREPENCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING CONSTRUCTION OF THE AREA CONCERNED. 4. UNLESS OTHERWISE NOTED, ALL PLAN DIMENSIONS SHALL BE TO CENTERLINE, OR FACE OF STUD, OR FACE OF CONCRETE / CMU. 5. PROVIDE SUFFICIENT GROUNDS IN NEW AND EXISTING WALLS FOR SUPPORTING COUNTERS, CABINETS AND OTHER SIMILAR ITEMS AS REQUIRED. 6. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF NEW WORK AND REMOVAL OF EXISTING WORK INCLUDING MECHANICAL AND ELECTRICAL. pATCHED AREAS SHALL MATCH THE MATERIALS, FINISH AND LEVEL OF ADJACENT SURFACES, OR SHALL BE IN THE PROPER CONDITION TO RECEIVE NEW FINISHES, AS SCHEDULED. 7. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION, IN SO FAR AS PRACTICABLE. 8. ANY ABBREVIATIONS SHALL BE CONSIDERED INDUSTRY STANDARDS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION WITH THE ARCHTITECT OF ANY ABBREVIATIONS FELT TO BE IN QUESTION. 9. PREPARE THE IMPROVED AREAS TO RECEIVE THE OWNER'S EQUIPMENT, CASEWORK, FIXTURES AND DEVICES WHERE LOCATED ON THE DRAWINGS OR DESCRIBED HEREIN. PREPARATION SHALL INCLUDE ALL NECESSARY ROUGH—IN CONDUIT, PIPING, OPENINGS, ETC. VERIFY ALL MANUFACTURER'S SPECIFIC REQUIREMENTS. 10. ALTERATIONS TO EXISTING FINISHES RESULTING FROM MECHANICAL OR ELECTRICAL WORK, NOT SHOWN ON THE ARCHITECTURAL PLANS, SHALL BE REPAIRED WITH NEW MATERIAL AND FINISH TO MATCH ADJACENT SURFACES. 11. A COPY OF THE APPROVED PLANS SHALL BE KEPT ON—SITE AT ALL TIMES WHENEVER CONSTRUCTION IS IN PROGRESS. 12. THE CONTRACTOR SHALL PAY FOR AND NOTIFY APPROPRIATE AGENCY DEPARTMENTS FOR REQUIRED INSPECTION SERVICES OR TESTING, PRIOR TO PUTTING ANY UTILITIES IN SERVICE. 13. CONTRACTOR IS TO PICK UP PERMIT AND PAY THE APPROPRIATE FEES AND RETURN RECEIPT TO OWNER FOR IMMEDIATE REIMBURSEMENT. 46TH AVE S NCO N 21'-8 1/2" S. 146TH STREET EXIST. DRIVEWAY 10'-0" BSBL J V') 126.4' M I 0 GARAGE ADDITION OPEN ENTRY PORCH ADDITION DECK CONNECTION ADDITION EXIST. ONE-STORY RESIDENCE WITH BASEM'T EXIST. CARPORT CONVERTED TO GARAGE BY ENCLOSING NORTH. SOUTH & WEST WALLS SITE PLAN 1- IVY EXIST. DECK 41=X11110 4110100 15'11 1/4"-- cc) /4":- co 1 126.4' NORTH 5'-0" BSBL 37-4 1/4" b 13.4. RECEIVED C:`. IN OF TU KV' !LA MAR 0 6 2013 PERMIT CENTER REGISTERED ARCHITECT 7 b •111• 4110111111 REVIEWED FOR CODE COMPLIANCE APPROVED • MAR 15 2013 City of Tukwila BUILDING DIVISION 0 2-26-2013 SUBMIT FOR PERMIT DATE REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 H.G. Kimura Architect, PLLC EMAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAX 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 2-26-2013 JOB NO. 12-412 Al NOTE: PRE -HUNG METAL DOOR WITH WOOD FRAME PAINT FRAME AND DOOR PER OWNER'S COLOR SELECTION. EX. 3EC< CID HARDWARE SCHEDULE DOOR HARDWARE TO BE LIGHT COMMERCIAL OR HEAVY RESIDENTIAL QUALITY TO MATCH EXIST. HARDWARE AND KEYING SYSTEM BIFOLD DOOR 1. HOLLOW METAL DOOR ENTRANCE LOCKSET FINISH AND STYLE TO MATCH EXIST. HOUSE HANDLES; OWNER SELECTION PREHUNG DOOR WITH 1 1/2 PAIR BUTT HINGES THRESHOLD WITH DOOR SWEEP TAPE GASKET AT JAMB AND HEAD 2. GARAGE DOOR TO HOUSE ENTRANCE LOCKSET FINISH AND STYLE TO MATCH EXIST. HOUSE HANDLES; OWNER SELECTION PREHUNG DOOR WITH 1 1/2 PAIR BUTT HINGES THRESHOLD WITH DOOR SWEEP SMOKE GASKET AT JAMB AND HEAD BOMMER HINGE CLOSER 3. GARAGE OVERHEAD DOOR STANDARD HARDWARE FROM DOOR MANUFACTURER. EX. e° DEC GAYCO ELASTOMERIC DECKING OVER 3/4" EXTER GRADE PLYWD OVER FLOOR JOISTS AT 16' OC w 0 DINING RV \ NO WORK THIS ROOM \ \ / / / / / / LIVING// NO WORK/CHI R.GO / \ / / SHORE EX. STRUCT/ABOVE INSTALL NEW HE.'DER PER STRUCT. TH�N'iNSTALL NEW TEMP. INS,U'L, GLASS RELITE WITH WH TE VINYL FRAME PICT,UURE WINDOW. 1 KITCHEN NO WORK THIS ROOM / / EXIST. DECK N EM DESS & COMPONN EATS: 2X6 PRESSURE TREATED WOOD DECKING TO MATCH EX. OVER PRESSURE TREATED 2X8 JOISTS AT 16" OC OVER 4X8 PRESSURE TREATED BEAMS ON CONC. FOOTINGS. 12X12X12" DP PRECAST FOOTING WITH STEEL BEAM SEAT DECK CONNECTORS: POST TO FOOTING: PREMANUFACTURED BEAM SUPPORT POST TO BEAM: SIMPSON PC44, 12 GAUGE JOIST TO BEAM CONNECTION: SIMPSON H1 JOIST TO LEDGER CONNECTON: SIMPSON LUS28 LEDGER TO EXTER. WALL CONN.: 1/2" X 3 1/2" LAG BOLTS AT 16" OC W/ (3) 16d NAILS AT 16" OC RAIL POST TO RIM JOIST 36" HT RAILING 2X2 PRESSURE TREATED 5.25" OC (3.75" CLEAR) 4X4 PRESSURE TREATED 2X6 PRESSURE TREATED CONNECTION: (2) 1/2" DIAM. CARRIAGE THRU BOLTS WOOD MEMBERS AT DECK RAILING POSTS, TYP. WD. CAP ALL STAIRS: 7.75" RISER MAXIMUM, 11" TREAD MINIMUM WITH OPEN RISERS (3) 2X12 SUPPORT WITH LSSU210 EACH JOIST SEE DRAWINGS FOR ACTUAL DESIGN DIMENSIONS. SEE ACTUAL DECK PLAN AND ELEVATION DRAWINGS FOR CALLOUT LOCATIONS. CONTACT ARCHITECT IMMEDIATELY IF ANY QUESTIONS ARISE. HALL NO WORK THIS ROOM L_ EXIST. WORK THIS ROOM 1- X W NO WORK THIS ROOM SEE BUILDING SECTION FOR / RATED WALL AND DOOR / REQUIREMENTS / / H X w WO( D INECK•..c .1 ./. NC ' EXIST. FOUND • NEW' BATHRM NO WORK THIS RO CID X W EXIST. BEDROOvA 1 NO WORK THIS ROOM ALIGN PORCH WITH EXIST. WINDOW JAMB ON EACH SIDE 511 X3 8 SLIDER EGRESS 1 GARAGI/ // N BEDROOM 2 NO WORK THIS ROOM NOTE: PROVIDE MINOR GWB PATCH WORK WHERE WINDOW IS REMOVED AND A LARGER WINDOW IS REPLACED NEW PTD WOOD SILL TO MATCH EX N. 1 11 X3 8 SLIDER EGRESS BEDROOM 3 NO WORK THIS ROOM 511 X3 8 SLIDER EGRESS W U CD CD 0 CO DNL NEW GARAGE dOOR O3 L FOUNDATION VENT PROVIDE 2X2 P.T. VERT. MEMBERS AT 3.75" OC, SUCH THAT A 4" SPHERE SHALL NOT PASS THRU ANY PORTION OF THE RAILING. RAILING SHALL BE 36" ABOVE DECK SURFACE RAILING TO MATCH EXISTING. SEAL WITH 2—COATS THOMPSON WATER SEAL L - FOU 4AI1ON VENT 17.75" 17.75 3'-21' 13" 7-5 8'-8" DECK ADDITION 13" 3'-0" i / / EXIST. TREE / EXT -NT OF FOUNDATION N 3 TREADS AT 12" = 3'-0" \ 4 RISERS AT 7.5' MAO. --/- /f FLOOR PLAN ve-rte NORTH RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT 25-2012 HOWARD G. KIMURA STATE EF WASHINGTON A L 9-25-2012 DATE • REVIEWED FOR ODE COMPLIANCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION SUBMIT FOR PERMIT REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 P. H.G. Kimura Architect, PL LC E-MAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAx 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A2 ROOV FIVad SCHEDULE FLOOR MATERIALS ROOM CEILING MATERIALS CARPET C ROOM A 5/8" GWB W/ EN. PT. EXPOSED CONCRETE FLOOR W/ SEALER Z NUMBER B 5/8" GWB W/ LATEX PT. VINYL COMPOSITION TILE V HEIGHT C AC PNL CLG W/ ARMSTRONG "SECOND LOOK" PNLS INDOOR/OUTDOOR CARPET 0 <• • •> D GYPSUM CEILING (2'x4') PANELS SHEET VINYL U E PAINT EXIST. GWB WITH LATEX EXIST. FLOORING TO REMAIN X X EXIST. GRID/PANELS TO REMAIN v F EXIST. BEAMS TO REMAIN EXPOSED WALL MATERIALS 1 2 3 4 5 6 7 8 9 COMMENTS NEW. GWB W/ TAPE & PRIMER • • PATCH EXIST. GWB SURFACES AS REQUIRED. NEW GWB W/ EN. PAINT • • PL. LAM. WAINSCOT TO 4'-0" A.F.F. EXIST. GWB WITH LATEX PAINT • • NO PAINT, THIS ROOM • C.T. TO 6' A.F.F.-SEE INTERIOR ELEVS. GWB W/ LATEX PT. • EXIST. WALLS TO REMAIN BASE 4" RUBBER BASE • • • 6" S.V. COVED BASE • WOOD BASE • • CT. BASE DOOR SCHEDULE NO. DOOR WXHXD MAT FIN TYPE HDWE DETAIL REMARKS THRES JAMB HEAD 1 3'-0" X 6'-8" X 1 3/8" HM EN PT A 1 1/A2 2 3'-0" X 6'-8" X 1 3/8" WD EN PT B 2 1/A2 1 3/8" SOLID CORE DOOR WITH CLOSER/SMOKE GASKET 3 17'-6" X 8'-0" MTL GARAGE DR HM EN PT C 3 1/A2 DOOR TYPES zz z7 v PREHUNG WHITE 6 -PANEL DOOR W/PT. FIN TO MATCH EX. DOORS INSULATED DOOR ENAMEL PAINT O SOLID CORE METAL EXTERIOR DR. MTL INSULATED GARAGE DOOR WITH RELITES AT TOP OWNER TO CHOOSE MODEL AND RELITE DESIGN NOTE: PRE -HUNG METAL DOOR WITH WOOD FRAME PAINT FRAME AND DOOR PER OWNER'S COLOR SELECTION. EX. 3EC< CID HARDWARE SCHEDULE DOOR HARDWARE TO BE LIGHT COMMERCIAL OR HEAVY RESIDENTIAL QUALITY TO MATCH EXIST. HARDWARE AND KEYING SYSTEM BIFOLD DOOR 1. HOLLOW METAL DOOR ENTRANCE LOCKSET FINISH AND STYLE TO MATCH EXIST. HOUSE HANDLES; OWNER SELECTION PREHUNG DOOR WITH 1 1/2 PAIR BUTT HINGES THRESHOLD WITH DOOR SWEEP TAPE GASKET AT JAMB AND HEAD 2. GARAGE DOOR TO HOUSE ENTRANCE LOCKSET FINISH AND STYLE TO MATCH EXIST. HOUSE HANDLES; OWNER SELECTION PREHUNG DOOR WITH 1 1/2 PAIR BUTT HINGES THRESHOLD WITH DOOR SWEEP SMOKE GASKET AT JAMB AND HEAD BOMMER HINGE CLOSER 3. GARAGE OVERHEAD DOOR STANDARD HARDWARE FROM DOOR MANUFACTURER. EX. e° DEC GAYCO ELASTOMERIC DECKING OVER 3/4" EXTER GRADE PLYWD OVER FLOOR JOISTS AT 16' OC w 0 DINING RV \ NO WORK THIS ROOM \ \ / / / / / / LIVING// NO WORK/CHI R.GO / \ / / SHORE EX. STRUCT/ABOVE INSTALL NEW HE.'DER PER STRUCT. TH�N'iNSTALL NEW TEMP. INS,U'L, GLASS RELITE WITH WH TE VINYL FRAME PICT,UURE WINDOW. 1 KITCHEN NO WORK THIS ROOM / / EXIST. DECK N EM DESS & COMPONN EATS: 2X6 PRESSURE TREATED WOOD DECKING TO MATCH EX. OVER PRESSURE TREATED 2X8 JOISTS AT 16" OC OVER 4X8 PRESSURE TREATED BEAMS ON CONC. FOOTINGS. 12X12X12" DP PRECAST FOOTING WITH STEEL BEAM SEAT DECK CONNECTORS: POST TO FOOTING: PREMANUFACTURED BEAM SUPPORT POST TO BEAM: SIMPSON PC44, 12 GAUGE JOIST TO BEAM CONNECTION: SIMPSON H1 JOIST TO LEDGER CONNECTON: SIMPSON LUS28 LEDGER TO EXTER. WALL CONN.: 1/2" X 3 1/2" LAG BOLTS AT 16" OC W/ (3) 16d NAILS AT 16" OC RAIL POST TO RIM JOIST 36" HT RAILING 2X2 PRESSURE TREATED 5.25" OC (3.75" CLEAR) 4X4 PRESSURE TREATED 2X6 PRESSURE TREATED CONNECTION: (2) 1/2" DIAM. CARRIAGE THRU BOLTS WOOD MEMBERS AT DECK RAILING POSTS, TYP. WD. CAP ALL STAIRS: 7.75" RISER MAXIMUM, 11" TREAD MINIMUM WITH OPEN RISERS (3) 2X12 SUPPORT WITH LSSU210 EACH JOIST SEE DRAWINGS FOR ACTUAL DESIGN DIMENSIONS. SEE ACTUAL DECK PLAN AND ELEVATION DRAWINGS FOR CALLOUT LOCATIONS. CONTACT ARCHITECT IMMEDIATELY IF ANY QUESTIONS ARISE. HALL NO WORK THIS ROOM L_ EXIST. WORK THIS ROOM 1- X W NO WORK THIS ROOM SEE BUILDING SECTION FOR / RATED WALL AND DOOR / REQUIREMENTS / / H X w WO( D INECK•..c .1 ./. NC ' EXIST. FOUND • NEW' BATHRM NO WORK THIS RO CID X W EXIST. BEDROOvA 1 NO WORK THIS ROOM ALIGN PORCH WITH EXIST. WINDOW JAMB ON EACH SIDE 511 X3 8 SLIDER EGRESS 1 GARAGI/ // N BEDROOM 2 NO WORK THIS ROOM NOTE: PROVIDE MINOR GWB PATCH WORK WHERE WINDOW IS REMOVED AND A LARGER WINDOW IS REPLACED NEW PTD WOOD SILL TO MATCH EX N. 1 11 X3 8 SLIDER EGRESS BEDROOM 3 NO WORK THIS ROOM 511 X3 8 SLIDER EGRESS W U CD CD 0 CO DNL NEW GARAGE dOOR O3 L FOUNDATION VENT PROVIDE 2X2 P.T. VERT. MEMBERS AT 3.75" OC, SUCH THAT A 4" SPHERE SHALL NOT PASS THRU ANY PORTION OF THE RAILING. RAILING SHALL BE 36" ABOVE DECK SURFACE RAILING TO MATCH EXISTING. SEAL WITH 2—COATS THOMPSON WATER SEAL L - FOU 4AI1ON VENT 17.75" 17.75 3'-21' 13" 7-5 8'-8" DECK ADDITION 13" 3'-0" i / / EXIST. TREE / EXT -NT OF FOUNDATION N 3 TREADS AT 12" = 3'-0" \ 4 RISERS AT 7.5' MAO. --/- /f FLOOR PLAN ve-rte NORTH RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT 25-2012 HOWARD G. KIMURA STATE EF WASHINGTON A L 9-25-2012 DATE • REVIEWED FOR ODE COMPLIANCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION SUBMIT FOR PERMIT REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 P. H.G. Kimura Architect, PL LC E-MAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAx 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A2 NEW ENTRY PORCH BEYOND ENCLOSED SOFFIT WITH 1X6, T&G TIGHT KNOT CEDAR TO MATCH EX. EXTEND GUTTER AND FASCIA BOARD AND MATCH EXIST. EXIST. DECK TO REMAIN 12 KEY PAD FOR AUTOMATIC GARAGE DOOR OPENER GARAGE FIN. FLOOR A,T REAR HIGH POINT FIN. FLOOR HOUSE MITER BEVELED CEDAR SIDING TO MATCH EXIST. AT CORNERS II�IuIT II�IIJIT fl I 1 1 1 u III 1 u Ti 11 11-n NOTE: STAGGER ASPHALT COMPOSITION SHINGLE JOINTS WHERE NEW ROOF MEETS EXIST. ROOF IN SAME PLANE Li LJ LI LI uu 11 1111 11 1111 I 11 1 I 1 NEW U=.34 %7 NOTE: REAR GARAGE WALL WILL BEVELED CEDAR SIDING TO MA EXIST. FROM FLOOR TO EAVE E NEW 5/4 X 2 1/2 ON WEST SIDE 5/4 X 4 ON SOUTH SIDE EXIST. 4-0 EXIST. RESIDENCE 5/4 X 12 BELLY BAND W/ 'Z' FLASHING AT TOP RELOCATED BEVELED CEDAR SIDING GALV FLASHING STONE CAP CULTURED STONE TOP RAIL FLAT P.T. 2X6 BOT. RAIL VERT. P.T. 2X4 2X2 VERT. BALUSTER SPACED SUCH THAT A 4" DIAM SPHERE CANNOT PASS THRU ANY PORTION OF THE RAILING "GACO" DECK SURFACE WITH 2 COATS FINAL TEXTURE SURFACE, 2 UNDERCOATS 1 COAT FOR JOINT TAPING OVER 3/4" PLYWOOD WITH EXTER. GLUE OVER 2X FRAMING GLUED AND SCREWED TO FLOOR FRAMING G.C. SHALL INSTALL PER MANUF. RECOMM, NORTH ELEVATION 1/C .1-0' NEW ENTRY CANOPY NEW ADDITION WEST ELEVATION -1-0' REMOVE EXIST. WINDOWS, MATCH WIDTH AND INSTALL A 3'-8" HIGH WHITE VINYL WINDOW WITH INSULATING GLASS U=.34. REMOVE PORTION OF WALL BELOW EX. HEADER. HEADER TO REMAIN, TYP OF 3 MATCH EX. WINDOW TRIM. EXIST. SIDING TO REMAIN BELOW EX. WINDOWS AND ABOVE NEW STONE WAINSCOT. REMOVE VERT. SIDING FROM EX. WINDOW SILL UP TO SOFFIT. CAREFULLY REMOVE EX. BEVELED SIDING IN OTHER LOCATIONS AND INSTALL TO MATCH EX. PATTERN. PROVIDE NEW PAINT FINISH. ANY EXIST. DISCREPANCIES IN SIDING ALIGNMENT TO OCCUR AT THIS CORNER WITH 5/4 X 3 TRIM NOTE: SLOPE IN EXIST. CARPORT DRAINS TOWARD THE PROPOSED GARAGE DOOR GC TO VERIFY EXACT EXIST. ROOF SLOPE AND MATCH AT ENTRY GABLE AND GARAGE GABLE. 5/4 X 10 BARGE BOARD WITH 1/2"X2 1/2" EDGE TRIM ON TOP SIDE REMOVE EXIST. 1X10 CEDAR AND OTHER SIDING AT WINDOW LEVEL AND INSTALL NEW 15# BLDG PAPER WITH CEDAR SHAKES OVER. PROVIDE STAIN FINISH OVER SHAKES. OWNER TO PROVIDE STAIN COLOR SELECTION 24 GA FLASHING STONE CAP WTIH 1 1/2" OVERHANG MITER BEVELED CEDAR SIDING AT CORNERS CULTURED STONE WAINSCOT OVER MORTAR BED OVER GALV. METAL LATH OVER 2 LAYERS GRADE 'D' BUILDING PAPER OVER PLYWOOD SHEATHING. GC TO FOLLOW MANUF. INSTALL. RECOMM. FOR ACTUAL MANUF. CHOSEN BY OWNER FOR SUBSTRATE PREPARATION FOR EXTERIOR CONDITIONS. ABOVE SPECS ARE FOR CULTURED STONE SYSTEM BY OWENS CORNING. NOTE: VERIFY WITH OWNER IF STONE CHOSEN HAS GROUTED JOINTS OR IF IT SHALL REMAIN NON -GROUTED. NEW NEW INSULATED GARAGE DOOR WITH LITES ON TOP ROW. OWNER TO SELECT EXACT DESIGN OF WINDOWS. PROVIDE AUTOMATIC GARAGE DOOR OPENER WITH 2 REMOTE CONTROLS AND ONE KEYPAD ENTRY EXTERIOR LIGHT, EACH SIDE EXIST. ASPHALT COMP. SHINGLE ROOF AND GUTTER TO REMAIN ON BACK SIDE EXIST. SIDING TO REMAIN ALIGN NEW SIDING WITH THIS ELEVATION TO CORNER OF GARAGE. FRONT AND SIDE ELEVATION SHALL ALIGN WTIH EXIST. SIDING ON FRONT NEW EXTERIOR HOLLOW METAL DOOR WITH PREHUNG FRAME AND PAINT FIN. STAIN EXTERIOR SIDING TO OWNER'S REQUESTED COLOR. VERIFY IF ENTIRE HOUSE IS TO BE PAINTED. STAGGER JOINTS WHERE EXIST. SIDING MEETS NEW. IF NEW BEVELED SIDING DOES NOT MATCH EXIST_ A_5/4_X 3 TRIM MAY NEED TO BE USED AT THIE POINT OF INTERSECTION CPARTIAL SOUTH ELEVATION y4 • T -C RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT /' 25-2012 HOWARD G. KIMURA STATE EF WASHINGTON REVIEWED FOR .,CODA PROVEE NCE MAR 15 2013 City of Tukwila BUILDING DIVISION A A 9-25-2012 SUBMIT FOR PERMIT DATE REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 H.G. Kimura Architect, PLLC E-MAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAx 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A3 NEW U=.34 KEY PAD FOR AUTOMATIC GARAGE DOOR OPENER GARAGE FIN. FLOOR A,T REAR HIGH POINT FIN. FLOOR HOUSE MITER BEVELED CEDAR SIDING TO MATCH EXIST. AT CORNERS II�IuIT II�IIJIT fl I 1 1 1 u III 1 u Ti 11 11-n NOTE: STAGGER ASPHALT COMPOSITION SHINGLE JOINTS WHERE NEW ROOF MEETS EXIST. ROOF IN SAME PLANE Li LJ LI LI uu 11 1111 11 1111 I 11 1 I 1 NEW U=.34 %7 NOTE: REAR GARAGE WALL WILL BEVELED CEDAR SIDING TO MA EXIST. FROM FLOOR TO EAVE E NEW 5/4 X 2 1/2 ON WEST SIDE 5/4 X 4 ON SOUTH SIDE EXIST. 4-0 EXIST. RESIDENCE 5/4 X 12 BELLY BAND W/ 'Z' FLASHING AT TOP RELOCATED BEVELED CEDAR SIDING GALV FLASHING STONE CAP CULTURED STONE TOP RAIL FLAT P.T. 2X6 BOT. RAIL VERT. P.T. 2X4 2X2 VERT. BALUSTER SPACED SUCH THAT A 4" DIAM SPHERE CANNOT PASS THRU ANY PORTION OF THE RAILING "GACO" DECK SURFACE WITH 2 COATS FINAL TEXTURE SURFACE, 2 UNDERCOATS 1 COAT FOR JOINT TAPING OVER 3/4" PLYWOOD WITH EXTER. GLUE OVER 2X FRAMING GLUED AND SCREWED TO FLOOR FRAMING G.C. SHALL INSTALL PER MANUF. RECOMM, NORTH ELEVATION 1/C .1-0' NEW ENTRY CANOPY NEW ADDITION WEST ELEVATION -1-0' REMOVE EXIST. WINDOWS, MATCH WIDTH AND INSTALL A 3'-8" HIGH WHITE VINYL WINDOW WITH INSULATING GLASS U=.34. REMOVE PORTION OF WALL BELOW EX. HEADER. HEADER TO REMAIN, TYP OF 3 MATCH EX. WINDOW TRIM. EXIST. SIDING TO REMAIN BELOW EX. WINDOWS AND ABOVE NEW STONE WAINSCOT. REMOVE VERT. SIDING FROM EX. WINDOW SILL UP TO SOFFIT. CAREFULLY REMOVE EX. BEVELED SIDING IN OTHER LOCATIONS AND INSTALL TO MATCH EX. PATTERN. PROVIDE NEW PAINT FINISH. ANY EXIST. DISCREPANCIES IN SIDING ALIGNMENT TO OCCUR AT THIS CORNER WITH 5/4 X 3 TRIM NOTE: SLOPE IN EXIST. CARPORT DRAINS TOWARD THE PROPOSED GARAGE DOOR GC TO VERIFY EXACT EXIST. ROOF SLOPE AND MATCH AT ENTRY GABLE AND GARAGE GABLE. 5/4 X 10 BARGE BOARD WITH 1/2"X2 1/2" EDGE TRIM ON TOP SIDE REMOVE EXIST. 1X10 CEDAR AND OTHER SIDING AT WINDOW LEVEL AND INSTALL NEW 15# BLDG PAPER WITH CEDAR SHAKES OVER. PROVIDE STAIN FINISH OVER SHAKES. OWNER TO PROVIDE STAIN COLOR SELECTION 24 GA FLASHING STONE CAP WTIH 1 1/2" OVERHANG MITER BEVELED CEDAR SIDING AT CORNERS CULTURED STONE WAINSCOT OVER MORTAR BED OVER GALV. METAL LATH OVER 2 LAYERS GRADE 'D' BUILDING PAPER OVER PLYWOOD SHEATHING. GC TO FOLLOW MANUF. INSTALL. RECOMM. FOR ACTUAL MANUF. CHOSEN BY OWNER FOR SUBSTRATE PREPARATION FOR EXTERIOR CONDITIONS. ABOVE SPECS ARE FOR CULTURED STONE SYSTEM BY OWENS CORNING. NOTE: VERIFY WITH OWNER IF STONE CHOSEN HAS GROUTED JOINTS OR IF IT SHALL REMAIN NON -GROUTED. NEW NEW INSULATED GARAGE DOOR WITH LITES ON TOP ROW. OWNER TO SELECT EXACT DESIGN OF WINDOWS. PROVIDE AUTOMATIC GARAGE DOOR OPENER WITH 2 REMOTE CONTROLS AND ONE KEYPAD ENTRY EXTERIOR LIGHT, EACH SIDE EXIST. ASPHALT COMP. SHINGLE ROOF AND GUTTER TO REMAIN ON BACK SIDE EXIST. SIDING TO REMAIN ALIGN NEW SIDING WITH THIS ELEVATION TO CORNER OF GARAGE. FRONT AND SIDE ELEVATION SHALL ALIGN WTIH EXIST. SIDING ON FRONT NEW EXTERIOR HOLLOW METAL DOOR WITH PREHUNG FRAME AND PAINT FIN. STAIN EXTERIOR SIDING TO OWNER'S REQUESTED COLOR. VERIFY IF ENTIRE HOUSE IS TO BE PAINTED. STAGGER JOINTS WHERE EXIST. SIDING MEETS NEW. IF NEW BEVELED SIDING DOES NOT MATCH EXIST_ A_5/4_X 3 TRIM MAY NEED TO BE USED AT THIE POINT OF INTERSECTION CPARTIAL SOUTH ELEVATION y4 • T -C RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT /' 25-2012 HOWARD G. KIMURA STATE EF WASHINGTON REVIEWED FOR .,CODA PROVEE NCE MAR 15 2013 City of Tukwila BUILDING DIVISION A A 9-25-2012 SUBMIT FOR PERMIT DATE REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 H.G. Kimura Architect, PLLC E-MAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAx 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A3 EXIST. ROOF STRUCT TO REMAIN EXIST. BEAM TO REMAIN IN LACE IT -L NEW 4' GARAGE ADDITION WITH NEW TRUSSES ABOVE 2X10 RIPPED TO FIT TO TRIM OUT JAMBS AND HEAD OF GARAGE DOOR OPENING STANDARD OVERHEAD DOOR TRACK; INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2X4 ON JAMBS, 2X8 AT HEAD TO FLUSH OUT ADJACENT WALL FOR TRACK ANGLE CONN. INSTALL NEW FOOTING AROUND PERIMETER OF EXISTING CARPORT (3 SIDES) AND INSTALL NEW 2X6 STUD WALL AT 16" OC FROM FOUNDATION TO A HEIGHT THAT MATCHES THE EXISTING TOP PLATE HEIGHT OF THE EXISTNIG HOUSE. GC TO VERIFY EXACT HEIGHT IN FIELD. REFER TO STRUCTURAL DRAWINGS REMOVE EXIST. SIDING, INSTALL 1/2" GWB TYPE 'X' ON GARAGE SIDE. ��rr ()erg Wal i I I;4 44)4V<f' ELECTRIC GARAGE DOOR CONTROL INSTALL CLOSER ON EXIST. SOLID CORE DOOR (BOMMER HINGE, SELF-CLOSING AND SELF LATCHING. DOOR TO BE 1 3/8" THICK SOLID CORE OR HONYCOMB CORE STEEL DOOR; GC TO VERIFY EXISTING DOOR MEETS THESE REQUIREMENTS. RE -POUR CONC. STAIRS AND VERIFY 7.75" MAXIMUM RISERS, 10" MIN TREADS RISERS SHALL BE EQUAL x 4 EX ST, 4'-0" REMOVE ASPHALT AND INSTALL NEW 4" CONC. SLAB OVER 4" SAND OR 5/8" CRUSHED ROCK. INSTALL 6 MILL VAPOR BARRIER BEWTEEN CONC AND FREE DRAINING MATERIAL EXIST. RESIDENCE -W E\T CA\ODY =W A»ITIO\ \JEW U=.34 NEW PREENGINEERED TROSS ON TOP OF NEW 4' WIDE ADDITION TO GARAGE 2X6 AT 16" OC TO BE FRAMED AROUND THE EXIST. 4X6 POSTS AT THIRD POINTS. EXIST. POSTS TO REMAIN. EXIST CA T; \EW ENCLOSED GARAGE GARAGE IS NON -CONDITIONED SPACE (NO HEAT) 1/2" GWB ON INTERIOR WALL SURFACES. CEDAR SHAKE SIDING OVER 15# BLDG PAPER OVER 1/2" PLYWOOD FLASHING ABOVE STONE CAP STONE CAP WITH 2" OVERHANG AND SLOPED TOP SURFACE STONE WAINSCOT; COLOR AND STYLE BY HOMEOWNER. EXTABLISH 6" HIGH STEMWALL AT BACK WALL OF GARAGE. OPTION TO STEP DOWN OR MAINTAIN SAME HT AROUND SIDES AND FRONT, 6" HT MIN. FIN. FLOO GRADE NEW CONCRETE SURACE 1% SLOPE OR AS REQ'D TO MEET EXIST. ASPHALT GRADE AT DRIVEWAY. BUILDING SECTION A -A 112"-f-0' GC TO VERIFY EXACT EXISTING ROOF SLOPE ADN MATCH AT ENTRY GABLE AND GARAGE GABLE. 1X6 T&G TIGHT KNOT CEDAR SOFFIT BOARDS WITH CLEAR STAIN FIN. TO MATCH EXISTING SOFFIT. CONTINUE TIGHT LINE FOR DOWNSPOUT DRAINAGE INSTALL 4" DIAM PERFORATED FOUNDATION DRAIN WITH 6" SURROUND OF 8" PEAGRAVEL WITH GEOTEXTILE FABRIC OVER, BACKFILL OVER AND PROVIDE TOPSOIL 6" DEEP AT GRADE COMPACT SOIL BELOW FOOTINGS TO 95% PER ASTM D-1557 PRIOR TO INSTALLATION. BUILDING SECTION B -B Ur -fes buo7b RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER 5103 REGISTERED ARCHITECT 125-2012 HOWARD G. KIMURA STATE IT VASHINGTEN REVIEWED FOR CODE COMPLII NCE +Fq APPROVED MAR 15 2013 • City of Tukwila BUILDING DIVISION 0 A 9-25-2012 SUBMIT FOR PERMIT DATE REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 yI4 tf H.G. Kimura Architect, PLLC E-MAIL,: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAx 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A4 STICK FRAMING BETWEEN TRUSSES AND EX. SLOPED ROOF ASPHALT COMP. SHINGLES OVER 15# BLDG PAPER OVER z" PLYWOOD SHEATHING. PRE-ENGINEERED WOOD TRUSSES AT 24" OC 2X6 OUTRIGGERS AT 36" OC 3 BEAMS PERPENDICULAR TO FACE OF HOUSE WD COLUMN CLADDING PER DETAIL CONCRETE CAP AT STONE COLUMN BASE CULTURED STONE, SEE ELEVATIONS FOR MORE INFORMATION P.T. 2X6 TOP RAIL HORIZ., 2X4 BOTTOM RAIL VERT., 2X2 MEMBERS AT 5 4" OC SUCH THAT A 4" SPHERE CANNOT PASS THRU. 4" A GRADE PLYWOOD WITH EXTERIOR GLUE WITH "GAYCO" ELASTOMERIC SURFACING OVER. INSTALL GAYCO WATERPROOFING MEMBRANE PER MANUF INSTRUCTIONS.. SLOPE DECK AWAY FROM HOUSE 4" PER FOOT, DRIP EDGE FLASHING ----- TIGHTLINE FOR D.S DRAINAGE, CONN. TO EXIST. TIGHTLINE 4" DIAM. PERF. FOUND. DRAIN WITH 6" SURROUND OF 3/4" PEA GRAVEL WITH A GEOTEXTILE FABRIC COVER WRAP PRIOR TO BACKFILL WITH FILL FOUNDATION AT PERIMETER OF NEW PORCH FOOTING, SEE STRUCT. FOOTING FOR POST SUPPORT BELOW SEE STRUCT. -W ODE\ DORC SLOPE DOWN 1/4" PER FOOT -X. F RST FLOOR 9.5" TJI AT 16"OC CLASS I, BLACK VAPOR BARRIER WRAP UP OVER AND UP CONC as 12' MIN, TAPE ALL JOINTS AND OVERLAP 12" MIN. PROVIDE 2 VENTS IN FRONT, 1 VENT ON SIDE AT NEW PORCH WITH 183 SF/1500 (1203.2(2)) = 4 S.I. PER VENT MIN., USE 4"H X 12"L VENT WITH INSECT SCREEN COVER AT 4 LOCATIONS PER A2. SECTION THRU ENTRY CANOPY ilr -f-O' -X. BAS \T EXIST. OPENING SECTION THRU ENTRY CANOPY yr -f -or RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER TOP RAIL FLAT P.T. 2X6 BOT. RAIL VERT. P.T. 2X4 2X2 VERT. BALUSTER SPACED SUCH THAT A 4" DIAN SPHERE CANNOT PASS THRU ANY PORTION OF THE RAILING "GACO" DECK SURFACE WITH 2 BASE COATS WITH TAPE JOINTS, 2 FINSIHED COATS WITH WALNUT TEXTURE. INSTALL PER MFG INSTRUCTIONS 0 co (0 REVIEWED FOR CODE COMPLIANCE APPROVEb MAR 15 2013 City of Tukwila BUILDING DIVISION 9-25-2012 SUBMIT FOR PERMIT DATE REVISIONS Prakash Residence - Addition 4607 S. 146th Street Tukwila, WA 98168 H.G. Kimura Architect, PLLC E-MAIL: HGKIMURA@COMCAST.NET TEL 425.766.5000 FAX 425.271.2383 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 DATE: 9-15-2012 JOB NO. 12-412 A4 GENERAL NOTES THE STRUCTURE HAS 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 CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (IBC) AND SEI/ASCE 1-05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED BY LOCAL JURISDICTION PROJECT LOCATION: GPS LOCATION: 412153 LAT., -122.4864 LONGIT. SITE ADDRESS: 4601 SOUTH I46TH STREET, TUKUJILA, WA 98168 STRUCTURAL DESIGN CRITERIA (CI -L 16) LATERAL FORCES: I. WIND ( IBC 1609 4 ASCE 6.0 ): IL SEISMIC ( IBC 1613 4 ASCE 1L0-13.0 ): 85 MPH WIND SPEED SEISMIC DESIGN CATEGORY - D2 EXPOSURE - B SITE CLASS - D IMPORTANCE FACTOR Iw : 1.0 SEISMIC USE GROUP - I WIND SPEED UP: KiT:1.00 OCCUPANCY CATEGORY - II ACTUAL 2% PE IN 50 YR ( 2006 LAT-LON ) USGS-CD: DECK 0.2 SEC. (Ss) I22g 40 PSF 1.0 SEC. (51) 0.428 VERTICAL FORCES - GRAVITY ( IBC 1601 4 TABLE 1601.1 ) VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 25 PSF SNOW (PER LOCAL JURISDICTION) FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 PSF (or 3000" UHEEL LOAD) DECK ACTUAL 40 PSF SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. 18): IN TI -4E ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: 1. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 1500 PSF 45 PCF 35 PCF 250 PCF 035 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c : 2000 PSI) OR STRUCTURAL BACK FILL. CONCRETE (IBC CH. 19 4 ACI 318-08) CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51/2 SACKS PER YARD PROVIDE 5%-1% AIR -ENTRAINED CONCRETE FOR CONCRETE (f'c : 3000 PSI) EXPOSED TO WEATHER MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c AT 28 DAYS) IBC TABLE 1904.3 SPECIES AND GRADE - SASE USE OR LOCATION OF CONCRETE CONSTRUCTION: f'c (P51) SPECIAL INSPECTION 4 TESTING REQUIRED SPECIES/GRADE FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED FOUNDATION STEM WALLS AND INTERIOR SLABS ON GRADE 2,500 NOT REQUIRED GARAGE SLAB AND EXTERIOR FLATUJORK 3,000 REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 P51 OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO ASTM A-615, 'DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL BE GRAPE 60 EXCEPT THAT NO. 3 AND 4'MAY BE GRADE 40. BARS 51-1ALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN UALLS AND FOOTINGS AT INTERSECTIONS. 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/ASTM 4-185, STEEL UELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT. CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS AND RODS SHALL CONFORM TO ASTM 4-301' 'LOU CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN-PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED 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 UJILL ONLY BE APPROVED WITH CURRENT ICC ES OR IAPMO ES REPORT AND A LIST STATING THE PROPOSED ITEM SUBSTITUTION UITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS UJILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC398 (CAST -IN-PLACE COLD -FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION) PROPRIETARY CAST -IN-PLACE ANCHOR BOLTS SHALL BE 'SB' AND '55TB' ANCHOR BOLTS MANUFACTURED EY SIMPSON STRONG -TIE 45 SPECIFIED ON THEIR LATEST CATALOG AND ICC ESR -2611. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED UITH 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, AC399 (CAST -IN-PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE AS NOTED ON PLANS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. NON -SHRINK GROUT: MASTER BUILDERS 'MASTERFLOW 928 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 GROUT: SIMPSON STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLES 51-1ALL BE DRILLED AT THE DIAMETER AS SPECIFIED BY 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 BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION 51-1ALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER WOOD CONSTRUCTION (IBC CI -I. 23 4 NDS) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2009 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS SEAR 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 SE 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 BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (OSS) SHALL SE APA RATED STRUCt.-1 FOR ROOF AND WALLS AND APA RATED STURDY -1 -FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED A5 EXPOSURE 1 AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU =LIB), OR UESTERN WOOD PRODUCTS ASSOCIATION (UWPA). EACH PIECE 51-IALL SEAR THE SCLIB OR WUPA GRADE TRADE- MARK GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -VS DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR GLUE. I -JOISTS: 514ALL BE TRUS JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON THE STRUCTURAL DRAWINGS. I -JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT ICBO REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD TRUSSES (IBC 2303.4) SHALL BE: 1. DESIGNED PER IBC 2303.4.1.1 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 51-1ALL SE DESIGNED UITH A LIVE LOAD OF 20 PSF LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD 514ALL SE LESS THAN 42' HIGH AND 24' WIDE. 3. ATTIC TRUSSES 51-IALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 4. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS 51-1ALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOS SITE FOR INSPECTION. 5. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT SE 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, PIPING, ETC.) 51-1ALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1. 1. TRUSSES SHALL Be BRACED TO MANUFACTURE'S SPECIFICATIONS. 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON 1-1-1 CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON 435 AT 24' O.G. 9. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON-BEARING UALLS. WOOD CONSTRUCTION CONNECTORS: 51-IALL SE 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 ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR IAPMO E5 REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS 51-1ALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC13 AND/OR IAPMO EVALUATION CRITERIA 002-2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOWNS AND TENSION TIES. BOLTS IN WOOD CONNECTORS 51-1ALL CONFORM TO ASTM A-301, GRADE A. STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL BE 'SPS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR -2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL SE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS 514ALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDUARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL SE SIMPSON GI85 HOG (140T DIPPED GALVANIZED) OR 55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z -MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 65T300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH G185 Z -MAX OR HDG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL SE HOT DIPPED GALVANIZED. HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUDSILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTERES SHALL BE USED WHEN FASTENING DECKING TO TREATED MEMBERS. ROOF 5HTG. PW SHEATHING -SEE SCHEDULE FOR NAIL( BOUNDARY EDGE FRAMING PER SCHEDULE BLOCKING REQUIRED AT ALL HORIZONTAL UNSUP PW EDGES - SIZE PER 5 MAIN FLOOR JOISTS PER (NOT REQD. AT SLAB ON GRADE CONDITION) 2x BLOCKING (TVP.) TRUSSES OR RAFTERS - DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL SE 1'-0' NAIL W/ 10d 6 4' 0.C. PL ELEV. PORTED SPECIES AND GRADE - SASE DESIGN VALUES ( PSI) per ND5 STRUCTURAL ELEMENT SPECIES/GRADE fbx fvx fc, fc f t E I. 6x BEAMS AND HEADERS DF NO. 2 815 110 625 600 425 1300000 2. 4x BEAMS AND HEADERS DF NO. 2 900 180 625 1350 525 1600000 3. 2x JOIST I -IF NO. 2 850 150 405 1300 525 1300000 4. 6x POST DF NO. I 1200 110 625 1000 825 1600000 5. 4X POST DF NO. 2 850 180 625 1400 500 1600000 6. 51"8x6 GLU-L4M POST 24F -V4, 24F -V8 2400 265 650 1650 1100 1100000 1. GLU-LAM BEAM 24F -V4, 24F -V8 2400 265 650 1650 1100 1500000 8. 31/2x OR 51/4x PSL BEAM PARALLAM PSL 2900 290 150 2900 - 2000000 9. 31/2x OR 51/4x LVL BEAM MICROLLAM LVL 2600 285 150 2510 - 1900000 10. 31/2x OR 51/4x LSL BEAM TIMBERSTRAND LSL 1100 400 680 1400 - 1300000 11. 2x WALL FRAMING HF NO.2 850 150 405 1300 525 1300000 12. 2x WALL FRAMING > 15FT DF NO. 1 1000 180 625 1500 615 1100000 GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -VS DOUGLAS FIR FOR CANTILEVERED SPANS WITH EXTERIOR GLUE. I -JOISTS: 514ALL BE TRUS JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON THE STRUCTURAL DRAWINGS. I -JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT ICBO REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD TRUSSES (IBC 2303.4) SHALL BE: 1. DESIGNED PER IBC 2303.4.1.1 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 51-1ALL SE DESIGNED UITH A LIVE LOAD OF 20 PSF LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD 514ALL SE LESS THAN 42' HIGH AND 24' WIDE. 3. ATTIC TRUSSES 51-IALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 4. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS 51-1ALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOS SITE FOR INSPECTION. 5. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT SE 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, PIPING, ETC.) 51-1ALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1. 1. TRUSSES SHALL Be BRACED TO MANUFACTURE'S SPECIFICATIONS. 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON 1-1-1 CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON 435 AT 24' O.G. 9. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON-BEARING UALLS. WOOD CONSTRUCTION CONNECTORS: 51-IALL SE 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 ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR IAPMO E5 REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS 51-1ALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC13 AND/OR IAPMO EVALUATION CRITERIA 002-2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOWNS AND TENSION TIES. BOLTS IN WOOD CONNECTORS 51-1ALL CONFORM TO ASTM A-301, GRADE A. STRUCTURAL WOOD SCREWS: WHERE SPECIFIED OR REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL BE 'SPS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR -2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL SE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS 514ALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDUARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL SE SIMPSON GI85 HOG (140T DIPPED GALVANIZED) OR 55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z -MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 65T300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH G185 Z -MAX OR HDG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL SE HOT DIPPED GALVANIZED. HOT DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUDSILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTERES SHALL BE USED WHEN FASTENING DECKING TO TREATED MEMBERS. ROOF 5HTG. PW SHEATHING -SEE SCHEDULE FOR NAIL( BOUNDARY EDGE FRAMING PER SCHEDULE BLOCKING REQUIRED AT ALL HORIZONTAL UNSUP PW EDGES - SIZE PER 5 MAIN FLOOR JOISTS PER (NOT REQD. AT SLAB ON GRADE CONDITION) 2x BLOCKING (TVP.) TRUSSES OR RAFTERS - DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL SE 1'-0' NAIL W/ 10d 6 4' 0.C. PL ELEV. PORTED Iii lill.lW ‘IG CHEDULE FIN. FLR �--�---.--- lI-..-Oe--.lam/ _-�'4si--ar-� /' i HEADER PER PLAN � Azov a a" Ar Ar I, III • . MIII. L illAtr,, �'" B.O. FW I w _ 1 - : ,1111111EMMEWDZMTOW401B In.i + I .�IYT----�-��IT " ii o BLOCKING I 1J TREATED SILL PL)J ' PLAN - STRAP HOLDOUN AT FOUNDATION 548' 4, A.B.'S - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE GIRDER TRUSS PER PLAN SIMPSON 1-11 (TYP.) BOUNDARY EDGE FRAMING PER SCHEDULE ADDITIONAL STUDS BELOW GIRDER TRUSS PER PLAN ABUTTING VERTICAL PW EDGE FRAMING - SIZE PER SCHEDULE 34' FLOOR SHTG. NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC 51-1EAR UALL TYPE OR LOCATION. REFER TO TI -115 DETAIL FOR VARYING SHEAR WALL CONDITIONS, I.E. 514EAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOWN TYPES, AND FRAMING SIZES. E L E VAT I ON - ONE STORY FRAMING OR 51 -(EAR WALL C,-1,4TC11-4E1)) 3/8' : 1'-0' 0-7 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER W� U z 03 W�O O 75 (0 0) O LU 114 o v.14 Q' Q J 0 2 (I) Z5KR W Dr 0 iY11tp d'1.4 a m 111 0 U 4. 0 FiT 0 6> M 6� N d 773 O u O dorlei(11� '1/49 eel X mz Oo 0_0_ 1- z O w d Project # 05812 Sheet S1 PLOT DATE: 01-24-2013 SLAB ON GRADE - REINF. PER PLAN TREATED SILL PLATE W/ 5/8' • A.B. 4 1/4'x3'x3' GALV. WASHERS. EDGE NAILING - SEE GENERAL NOTES *4616'0.G. EACH WAY • EXIST. SHEATHING - EXIST. JOISTS 81 I6' 0.G. EXIST. BASEMENT WALL — *4 TOP ��������\//` 4' TIGHT LINE 7.9 6' 1'-0' FOOTING 4' PERF. DRAIN COVER W/ FILTER FABRIC (2) "4 CONT. W/ CORNER BARS NEW 2X STUDS e 16' 0.C. NEW 2X SILL PLATE /\ "4 DOWELS AT ALL HORIZ. REINF. LAP 20' MIN. DRILL IN 5/8' DIA. X 6' HOLES AND –�•-}- EPDXY GROUT W/ SIMPSON SET-EPDXY TIE : SETI.1KT - TYP. ALL HORIZ. REINF. 5_1 1' = I'-0' ION MFRD. TRUSSES SIMPSON 141 EACH TRUSS AL SIMPSON CC66 (SIMPSON ECC66 e SIM.) 6X6 EXISTING SHEATHING EXISTING TRUSSES SIMPSON 1-H EACH TRUSS EXISTING BEAM TO REMAIN NEW STUDWALL BM. PER PLAN ad 66'06. I6d 6 8' 0.C. EA, PLATE NEW OSB SHEATHING - EXTEND UP TO TOP OF EXISTING BEAM 4' SLAB ON GRADE (2) "4 CONT. a (2) 4'4 CONT. 4 a. nn I'-0' SHEATHING PER PLAN- NAIL W/ Sd 6 6' 0.C. EDGES 4 Sd 6 12' 0.C. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC - SPACED AT 6'-0' 0.C. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING Sd 6 6' 0.C. PROVIDE 2x SOLID BLOCKING At 'RBC' LOCATIONS ONLY. MFRD. TRUSSES SIMPSON H1 EACH TRUSS HEADER PER PLAN 2x6 STUDWALL BOTTOM OF FOOTING BEYOND. - PIPE PARALLEL TO WALL. 1'-0' SECTION MIN 1' = I'-0' EDGE NAILING - SEE GENERAL NOTES PW - SEE SHEAR WALL SCHEDULE ON SHEET 51 FOR SPECIFIC NAILING -J1 1 1/2 PIPE SLEEVE %/` NO PIPE THROUGH FOOTINGS PERMITTED 6' CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. 1. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION. 2. FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BACKFILL TRENCH WITH STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS EXIST. SHEATHING - EXIST. JOISTS 6 16' O.C. EXIST. BASEMENT WALL 8d 6 8' O.C. I'-6' MIN. (PER CODE) DECKING: 3/4' T4G PW SHEATHING - NAIL W/ Sd 9 6' 0.C. EDGES AND Sd 10' 0.C. FIELD TJI JOISTS 6 16 O.C.- *4 e 16' 0.C. EACH WAY - "4 TOP NiV>iV>\\\i\VZr' 2X4 GABLE END UTALL BRACE - LOCATE AT RIDGE 4 SPACE 5AL. AT 8'-0' 0.C. NOTE: BRACE MAY BE OMITTED IF INTERIOR PERPENDICULAR WALL OCCURS WHERE BRACE IS REQUIRED 344' T4G PW SHEATHING - NAIL W/ Sd 6 6' 0.C. EDGES AND Sd 6 10' 0.C. FIELD TJI JOISTS 6 16' O.C. �--- 2X10 LGR. NA11- 111 0 1/45DSX41/2 SCREWS 9 S' O.C. AC a '\\`'i'\\i\i\i\\`/' \\!/\//fir • 8d 6 6' 0.C. 1'/4' TIMBERSTR4ND RIM BOARD TREATED SILL PLATE W/ 5/8' • A.B. 4 I/4'x3'x3' GALV. WASHERS. \\/\\/`�/ 4' TIGHT LINE 6' 1'-4' c3) SECTION E _ PERF. DRAIN COVER W/ FILTER FABRIC (2) "4 CONT. W/ CORNER BARS 1'=1'-0' 1/16' PW SHEATHING - NAIL W/ Sd 6 6' 0.C. EDGES 4 Sd 6 12' 0.C. INTERMEDIATE FRAMING MEMBERS TRUSSES SIMPSON A34 2X4 HORIZ. l VARIES 40260 ° (MAX.) Sd 6 6' 0.C. �2X FLAT OUTRIGGER 6 24' o.c. GABLE END TRUSS SIMPSON 435 6 24' 0.C. �– EDGE NAILING - SEE GENERAL NOTES 2x6 STUDWALL 2'-0' 40 DIA. (20' MIN) TYP ALL COMER BARS. 40 BAR DIA. LAP TYP 20' MIN. PLACE ALT. BARS AS SHOWN. (2) "4 2' MIN 6' MAX 1' CLR TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS EXIST. SHEATHING - EXIST. JOISTS EXIST. STEM WALL / DRILL IN 5/8' DIA. X 6' HOLES AND EPDXY GROUT W/ SIMPSON SET-EPDXY TIE : SET1.1KT - TYP. ALL HORIZ. REINF. 8d 6 6' 0.C. NOTES: HEADER PER PLAN PW - SEE SHEAR WALL SCHEDULE ON SHEET 51 FOR SPECIFIC NAILING 1. VERT. REINF SHOWN IS ADDL. IF NORMAL WALL REINF IS NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZ REINF. 3. WALL DETAILS SHOU.N. FOOTING DETAILS SIM. 4. WALLS THICKER THAN 8' TO HAVE DOUBLE MAT. OF REINF. 4 8' AND SMALLER USE SINGLE MAT. (--1-5-) SECTION 3/4' T4G PW SHEATHING - RIM JOIST "4 DOWELS AT ALL NORIZ. REINF. LAP 20' MIN. BOTTOM OF NEW FOOTING EXIST. SHEATHING - 1)(1 EXIST. JOISTS EXIST. BASEMENT WALL Sd6'06. l\‘,A 11 ,, LJ �� REEFEEFAEI Sd a 6' 0.C. NEW SLAB "4 DOWELS AT ALL HORIZ. REINF. LAP 20' MIN. SECTION DRILL IN 5/8' DIA. X 6' HOLES AND EPDXY GROUT W/ SIMPSON SET-EPDXY TIE : SET1.1KT - TYP. ALL HORIZ. REINF. ROOF SHEATHING RAFTERS OR 2x SOLID BLOCKING OR TRUSS RIDGE BEAM AS REQUIRED TYFIC4L ISIF DETAIL ROOF SHEATHING RAFTERS OR TRUSS 2x CONTINUOUS 8d66'O.C. WEEPY DETAIL CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING S SECTION EDGE OF 5HE4RW4L SEE FLOOR PLANS HOEDOWN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX. QUANTITY SPECIFIED PER STRAP —11.. ROOF SHEATHING± EXTEND TO COVER FRAMING BELOW OVERFRAMING. PIERS OR TRUSS ONNECT CONTINUOUS 2X THRU ROOF SHEATHING TO TRUSS/ RAFTER BELOW WITH (2) I6d NAILS (2) STUDS MIN. Q SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d 6 12' 0.C. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME A5 EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING e 12' 0.C. PANEL EDGE NAIL SPACING HOEDOWN 5HEAR WALL SHEATHING (2) STUDS TREATED SILL PLATE 5/8'% 'J' BOLT W/ 1/4' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - DETAIL - STRAP 1-IOLDOLUN I'=1'-0' 3/4T4G PW SHEATHING - NAIL W/ Sd 6' 0.C. EDGES AND Sd 9 10' 0.C. FIELD TJI JOISTS 9 16' O.C. '/4SD5X31/2 SCREWS 8' 0.C. Sd 6 6' 0.C. TREATED LEDGER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION 2X TREATED ECK 2X TREATED JOISTS *4 6 16' 0.C. VERT. *4 14' 0.C. HORIZ. SIMPSON HU26 (2) DECK SCREWS OR I6d GALV. NAILS TREATED SILL PLATE W/ 5/8' • A.B. 4 1/4' x 3'x3' GALV. WASHERS. (2) "4 TOP \�\�i�� \,r� ,i i, 4 . 4 6' I'-0' RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER (2) "4 CONT. W/ CORNER BARS 7GtION � til? 0 -7 (0 PLOT DATE: 01-24-2013 DEC< GAYCO ELASTOMERIC DECKING OVER 3/4' EXTER GRADE T4G PW SHTG. NAIL W/ 8d 6 6' O.C. EDGES 4 ad 6 10' O.C. INTERMEDIATE FRAMING MEMBERS - DRILL IN ALL HORIZ. REINF. INTO EXIST. SEE 5/S2 (SIM.) PRE -CAST 12'X12' PIER BLOCKS WITH 4X4 POST (2 -PLACES) ;n F2.0 3'-2' 1 r d. N 0_ 0 J) 1 13' 52 r� r (ti r L L SHORE EX. STRUCt. ABOVE INSTALL NEW HEADER PER STRUCt. THEN INSTALL NEW TEMP. INSUL. GLASS RELITE WITH WHITE VINYL FRAME PICTURE WINDOW. r 1r 91/2' TJ I/110 9 16' O.0 1 r a. N 0- 0 V 1 TYP I I I L J REMOVE ASPHALT AND INSTALL NEW 4' CONC. SLAB OVER 4' SAND OR 5/8' CRUSHED ROCK INSTALL 6 MILL VAPOR BARRIER BEUTEEN CONC AND FREE DRAINING MATERIAL 1 62 ' EXI.5,1ING.FQIS 4ND.' PPEAAP'F0OTINGS F ' CAIN ISE' 'REN0vEt2.4F ttR 1 00F :BEAM Sa i. • 1-©REP::1Nst4LL N1f :F0UN ATIQN AN j ,At.L: FR�la l•ING'AFT.ERI,)ARD r 1 r F2.0 4:I 13' 3 62 8'-8' 13' 10'-101 EXTENT OF FOUNDATION o+5 DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FOUN4TION / MAIN FLOOR PR4MIN PLAN INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. S -4E 4RUJ4L-L- SCHEDULE (II5C T4I5L E 230&3) (1)(2)(4) ALLOWABLE LOAD (KIPS) WALL TYPE (5) 5HTG. (3) EDGE NAILING LENGTH x GAGE) (6)A.B. SPACING SOLE PLATE NAILING (G4) ABUTTING VERT. PW EDGES ABUTTING H0RIZ. PW EDGES (9) SOLE PL MUD SILL EDGE FRAMING (VERT.) HOLDOWN TYPES REMARKS / DETAILS SWEAR (PLF) UPLIFT FORCE (7) A OSB Sd 6' O.G. (2-V X 0.131') %' A.B. 48' O.C. (3-V X 0.162') 2x6 2x6 2x6 2x6 2-2x6. STHDB 129 plf 0.8 K ® NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . 2'-1 •T . - :fides: S2 16'-0' 2'-1 NEW ENCLOSED GARAGE S2 e SMEAR WJALL. SCHEDULE NOTES (MAIN FLOOR): 1. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING 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 514EAK WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' 0.C. FIELD NAIL SPACING SHALL BE 12' 0.C. 3. SHEATHING SHALL BE 1/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL *1 IN SCHEDULE. 4. EXTERIOR 51-IEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16' 0.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) NEM FIR *2 SPACED AT 16' O.C. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SALIN POSTS AS NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 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. B. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE 16d SPACED 12' 0.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE) 9. MUD SILLS 51-IALL BE 2X6 HF *2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. 10. FOUNDATION ANCHOR SHALL BE /' DIA. X 10' A.B. FOR 2X6 MUDSILL OR %' DIA. X 12' A.B. FOR 3X6 MUD5ILL5. IF NOT SPECIFIED BY THE 51-1EAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' 0.C. ALL ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2) MINMUM A.B.'S FOR EACH MUDSILL SECTION. 11. PROVIDE 3'X3'XY4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'X14' GALV. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. FOUNDATION 4 MAIN FLOOR FRAMING NOTES: I. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES. 2. 114E 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. 3. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER 4. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR NE RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION. 5. ALL WOOD IN CONTACT WITH CONCRETE SHALL 8E PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE -TREATED PER AWPAM4. 6. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL 8E SIMPSON ',IMAX' (G185 HDG PER ASTM 4653). 1. PROVIDE 5/8' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE 1/4'X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 8. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 11/S2. 9. FOR TYPICAL PETAL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 10/52. 10. CONTRACTOR SHALL NAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION. CONCRETE 51-1ALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRC TABLE 4022. SEE GENERAL NOTES IN SHEET 51 FOR ADDITIONAL REQUIREMENTS. LEGEND F3.0 ////////////}, RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2013 City of Tukwila BUILDING DIVISION � U ZWco WWco " Zoom OWQ Oe O 6 '1"Za.ik qW �0. INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCHDULE. INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS WITH HOLDOWNS OR FOUNDATION STRAPS PER PLAN. SEE SWEAR WALL SCHEDULE AND ELEVATION. INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. INDICATES 4X4 POST BELOW CONT. FLOOR BEAMS OR 4X6 POSTS AT FLOOR BEAM SPLICE. (TYP.) INDICATES ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCHEDULE. b3o7b FOOTING SCHEDULE (1500 PSF BRG.) r'c = 2500 psi TYPE DIMENSION (INCHES) REINF. ALLOWABLE LOAD (KIPS) 'L° °W' Ti -IK LONGIT. TRANSV. I I L_ F2.0; 24° 24° 10' (3)4,4 (3)4,4 5.5 K SFR 43 00 I D T4 w m 0 1- Project # : 05812 Sheet S3 CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER pUJG. FOR TRUSS LAYOUT AND TYPES. USE THIS DRAWING FOR LOCATION OF SPECIAL 15EAM SIZES, GIRDER TRUSS AND BUILT-UP POST LOCATIONS. EX. DEC< EX. DEC< (6) NEW TRUSSES 6 24' O.0 L EXISTING TRUSSES 6 24' O.C. / Li / / / / / / / / / / / / / ESa24°OC 1 6X8 EXISTING BEAM TO REMAIN / / / /1 / NEW ENCLOSED GARAGE / 12 / 2X6 OVER -FRAME 82 MATCH EXIST. MATCH EXIST. 0 2X4 FLAT OUTRIGGERS 9 24' O.C. COORDINATION GF CONSTRJJCfl014, INCLUDING VERIFICATION OF DIMENSIONS 4 FIELD CONDITIONS, 18 THE RESPONSIBILITY OF 11$ CONtRACTOR: ANY DISCREPANCIES BNALL BROIJC#IT TO TIME ATTENTION OF 114E DESIGN TEAM PRIOR TO CONSTRUCTION. N EXISTING RIDGE cp L DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ROOF FRAMIN PLAN / / EXISTING 13EAI1TOIREMAIN / / / EXISTING BEAM TO REMAIN MATCH EXIST. TR05 12 NEW MFRD.I TRUSS MATCH EXIST. NEUJ MFRD.I TRUSS TR05 13lisX1011/2GL NEUJ GABLE I END TRUSS TR04 ROOF FRAMING NOTES: I. ALL EXTERIOR HEADERS SHALL BE 6X8 DPW2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DF'2 UNLESS NOTED OTHERUJISE ON PLAN. 2. SEE GENERAL NOTES FOR TRUSS DESIGN SPECIFICATIONS. 3. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. EXISTING BEAMS TO REMAIN LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 5 2013 City of Tukwila BUILDING NG DIVISION RECEIVED CITY OF TUKWILA MAR 0 6 2013 PERMIT CENTER ® BM. PER PLAN cc4-"I\ INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT LOUDER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. INDICATES SPECIAL BEAM MARK NUMBER 6X10 PER PLAN AND STRUCTURAL CALCULATIONS. SEE UJALL ELEVATION ON SI FOR FRAMING REQUIREMENTS. NDICATES WALL BELOW INDICATES 3 ' 055 SHEATHING - NAIL WITH 8d 6° O.G. EDGES AND 8d 9 12' O.C. AT INTERMEDIATE FRAMING MEMBERS (TYP.) b1?O7 � W� UW 2W� oz" Zwwo ow0 �Q WOiS 8(f4 Ni8; aaW. z d ll. Project # : moiN 05812 Sheet S4 PLOT DATE: 01-24-2013