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Home My WebLink AboutPermit D08-081 - MUBARAK RESIDENCE - ADDITIONMUBARAK ADDITION 13619 52 AV S D08 -081 Parcel No.: 0003000087 Address: 13619 52 AV S TUKW Suite No: Tenant: Name: MUBARAK ADDITION Address: 13619 52 AV S , TUKWILA WA Owner: Name: MUBAREK JAMAL A Address: 13613 52ND AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: JAMAL MUBARAK Address: 13613 1/2 52 AVE S , TUKWILA WA 98168 Phone: 206 - 250 -8378 Contractor: Name: OWNER AFFIDAVIT - JAMAL MUBARAK Address: 13619 52 AVE S , TUKVVILA WA 98168 Phone: 206 - 250 -8378 Contractor License No: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 V -B Cityllif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us $100,184.41 DEVELOPMENT PERMIT Permit Number: D08 - 081 Issue Date: 04/28/2008 Permit Expires On: 10/25/2008 Fees Collected: $2,371.88 International Building Code Edition: 2006 Occupancy per IBC: 22 DESCRIPTION OF WORK: ADDITON TO RESIDENCE, ADD 243 SQ FT TO 1ST FLOOR AND 631 SQ FT TO 2ND FLOOR. ADD 465 SQ FT GARAGE PUBLIC WORKS ACTIVITY INCLUDES EROSION CONTROL & SPLASH BLOCKS FOR DRAINAGE CONTROL. * *continued on next page ** Expiration Date: D08 -081 Printed: 04 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Water Main Extension: Water Meter: N The gr construe Signature Print Name: doc: IBC -10/06 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Permit Number: D08 - 081 Issue Date: 04/28/2008 Permit Expires On: 10/25/2008 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: LkJ it to∎ a/•/V 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 a complied with, whether specified herein or not. does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ance of work. I am authorized to sign and obtain this development permit. Date:t)q ' O (.1 1t► 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. D08 -081 Printed: 04 -28 -2008 Parcel No.: 0003000087 Address: Suite No: Tenant: 1361952AVSTUKW MUBARAK ADDITION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -081 ISSUED 02/12/2008 04/28/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D08 -081 Printed: 04 -28 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 21: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15 %. 26: In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (IBC 717.1) (IBC 717.2.2(a,b) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 31: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 32: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. doc: Cond -10/06 D08 -081 Printed: 04 -28 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: Any material spilled onto any street shall be cleaned up immediately. 34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 35: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 36: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 37: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 38: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. doc: Cond -10/06 * *continued on next page ** D08 -081 Printed: 04 -28 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the pe L• rmance of work. Signatur Print Name. C' MdL. 0 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us doc: Cond -10/06 D08 -081 �i �. D Date : ordinances governing or local laws regulating Printed: 04 -28 -2008 Name: E -Mail Address: Contact Person: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cttukwila.wa.us Site Address: Tenant Name: Property Owners Name: U AM kL 1 U A k Mailing Address: CjA?ltre AS -A \ MO& Mailing Address: (moo I J� g rkci > E S J ai, ° 1 1 <1 1 4 ► fo Contact Person: E -Mail Address: Contractor Registration Number: C Ceetiet LA -t.1 Company Name: Mailing Address: soci aeol4 SE`Ni V.lAY Ny e Building Pere Mechanical Peri Plum bing /Gas Permit No Public Works Permit N Project No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: (900 00 - 0051 Suite Number: City Fax Number: New Tenant: 104_01 LA City City Day Telephone: Fax Number: Floor: E .... Yes ..No ( AA 92168 State Zip CONTACT "PERSON - w contact awhen.your permit is ready to be:, Day Telephone: 0 Co g3 ,8 TolamuAr w A X16 State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping Company Name: A t Mailing Address: State Zip Expiration Date: ARCHITECT ramped " by Architec City State Zip Day Telephone: 4D5 Fax Number: d N X12.1 iN it INfC 166r .LA � A) E N', IZ f ieic LJ (/�! �' EI�0 �? City State Zip Contact Person: J �="1tiPI Day Telephone: ,Z-9 S53 �9®� // � 9� i fil i4 V Q✓ 9 01 • f Fax Number E -Mall Address: f ��Yl� 1'� �� ?j I 4" Q:\Applications\Forms- Applications On LineU 006 - Permit Application. doe Revised: 9 -2006 Page 1 of 6 bh BUILDING PERMIT INFORM TION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 401000 Existing Building Valuation: $ 4 Scope of Work (please provide detailed information): M> Ad) - q . g43. ' 4 65 S � Wee. rime Gal SP. Will there be new rack storage? ❑.... Yes Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1St lour 0 2pd S Floor lours' emen uc Acces S Attae D l ched d tge' d C at Detached Carport Co red k' Uric e d Deck 7D NIA Nar nterior Remodel Addition to Existing Structure 4445G Type ttruction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 1K Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 BUILDI Signa PERMIT APPLICATION NO — Applicable to all permits in this app 'cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: WNER OR A HORIZED AGENT: Aryl AL IUD l . rre c Mailing Address: 1 /Z v" " A'Jt S Day Telephone: V--VA koiN city Date: R DOb'e g3 W 4 X 1 State Zip Date Application Expires: F-0_ -0 Date Application Accepted: Q:\Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initials: ( Page 6 of 6 i Fixture Type: Qty Fixture Type: Qty Fi re Type: Qt y fi xture Type: Qty Bathtub or combination bath/shower Drinking fountain or er cooler (per head) Was ountain Gas piping outlets Bidet Food -waste grind , commercial Recepto 'ndirect waste Clothes washer, domestic I Floor drain Sinks Dental unit, cuspidor Shower, si e head trap Urinals Dishwasher, domestic, with independent drain Lavatory i I Water Closet Building sewer or trailer park sewer Rain ater system — per dra' (inside building) Water heater and /o vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors air or alteration of water ping and /or water treating equipment I Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINd RMIT INFORMATION - 206 - 431 Contact Person: E -Mail Address: PLUMBING AND G S PIPING CONTRACTOR INFORMATION Company Name: A'A61 'AL.. Md t it-P4. c Mailing Address: S I Sa" Contractor Registration Number. Valuation of Plumbing work (contracto bid price): $ 15M 'o Valuation of Gas Piping work (contractor's 'd price): $ 1.4004 Scope of Work (please provide detailed inform • 'on): 1 1 14 W Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets eing ins led and the quantity below: Q:\Applications\Forms- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bh S I YZAML." tN .'dg. City State Day Telephone: 350 Fax Number: Expiration Date: Page 5 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 - 02231 Initials: WER User ID: 1655 Payee: ACCOUNT ITEM LIST: Description doc: Receiot -06 0003000087 13619 52 AV S TUKW MUBARAK ADDITION JAMAL MUBARAK City of Tukwila TRANSACTION LIST: Type Method Descriptio Payment Check 2004 PLAN CHECK - RES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ciduliwila.wa.us Account Code 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/23/2008 02:31 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -081 ISSUED 02/12/2008 04/28/2008 39i71. 06/23 9710 TOTAL 60.00 Printed: 06 -23 -2008 Parcel No.: 0003000087 Address: 13619 52 AV S TUKW Suite No: Applicant: MUBARAK ADDITION Receipt No.: Initials: User ID: Payee: rior: Raraint -OR R08 -01469 JEM 1165 JAMAL A. MURAREK TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description PLAN CHECK - RES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Descriptio 1522 Account Code 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 05/02/2008 01:05 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -081 ISSUED 02/12/2008 04/28/2008 1926 05/02 9710 TOTAL 60.00 PrintArl• 05- 02 -200R Parcel No.: 0003000087 Permit Number: D08 -081 Address: 13619 52 AV S TUKW Status: PENDING Suite No: Applied Date: 02/12/2008 Applicant: MUBARAK ADDITION Issue Date: Receipt No.: R08 -01361 Initials: WER User ID: 1655 Payee: JAMAL MUBARAK City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1520 1,541.70 ACCOUNT ITEM LIST: Description BUILDING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Total: $1,541.70 Payment Amount: $1,541.70 Payment Date: 04/28/2008 10:54 AM Balance: $0.00 1,277.20 250.00 5.00 5.00 4.50 1712 04/28 9711 TOTAL 1840.20 doc: Receiot -06 Printed: 04 -28 -2008 Parcel No.: Address: 13613 1/2 52 AV S TUKW Suite No: Applicant: MUBARAK ADDITION Payee: JAMAL MUBARAK ACCOUNT ITEM LIST: Description PLAN CHECK - RES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Receipt No.: R08 - 00407 Payment Amount: $830.18 Initials: WER Payment Date: 02/12/2008 02:21 PM User ID: 1655 Balance: $1,281.70 TRANSACTION LIST: Type Method Description Amount Payment Check 1509 830.18 Account Code Current Pmts 000/345.830 830.18 Total: $830.18 Permit Number: D08 - 081 Status: PENDING Applied Date: 02/12/2008 Issue Date: 8467 02/12 9710 TOTAL 898.81. 0\ doc: Receiot -06 Printed: 02 -12 -2008 Pr ' � � � � p ��. r J Ao r t: M Type Inspection: � 0 p Typ t A- 1 3 1 Address: ( (n 11 1 ' 2 . . / - i i Date Called: Special Instructions: i ( 1 A 11 Date Wanted: a Requester: PhorI 1;1 _ i6 - 8 3 ' 7 y INSPECTION RECORD Retain a copy with permit D -08 PERMIT NO. Approved per applicable codes. Ei Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i9L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: P Inspect r: Date: Er 46 Receipt No.: !Date: COMMENTS: Type nwsp�ecttiio • v --- 1!V 1 GV k ( ?-bu - N6 ri i F∎ Qtsh - s Sp I ructions: ,,) eo\rtsA) 0 4A4oc 1%6A.) ' 57 - 1-- - t\re Requester: .-- \(ri;> -- r --- ike:,_ lit,...tk), `DR kvx00,140 Proj ( bq , / Type nwsp�ecttiio • v Address: - 5740 . - Date Call __., Sp I ructions: Date Wanted: a. m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTI o NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3167 El Approved per applicable codes. spec p Corrections required prior to approval. 0 REINSPECTIONVEE REQyfRED. Prior to inspection, fe'must be at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro' ct ! /bc4 tG � /�/' I r' Type of I p ctio gif <• `" Add?es : , ( / 2 v S Date Called: e Special Instructions: / /r/ Phone Date Waned: V — zz -c)U .m. Requester: No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO eZ cif (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: w 4 Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: . zit' ,) , Ore f Type of Inspection: teN , ....(.J '3 \1 Ad ress: /36/c 5 S Date Called: Special Instructions: / Date �tedf 2 l / �m [{yp�! Requester: Phone No: bag - 081 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 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insctor: Date: 9, Z — J El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: • 'Date: COMMENTS: o Inspection: / � E - --{vs (A-i -, ... (. /.) L. j r(() /1 y • ,, - Special Instructions: Date Wanted l�� / /// // p.m. 5 -1t A('e- 31,E k f JU / ,. bi ) (I C f A v ii,‘ Projm ,4 ilm � 1J � / / fa o Inspection: / � E - Address : Date Called: Special Instructions: Date Wanted l�� / /// // p.m. Requester: Phone No: cc_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. „Corrections required prior to approval. Inspe ' , �} � f Date: j -_ 2 _ vr _ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Projegc � � ress: r1 n t � p/ _ Type of lnspectiq � C, t AZ.- A Address: 57 itt I tpil C Date Called: 7 Special Instructions: r Date Wanted: _ ( . . Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION it 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Inspect (Date: &- i O " $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: COMMENTS: Type of Inspection: (Ta J& Address: r� 13(e! 1 Xi-- 5'�. - ""1 t ODs. (c 1 ' .r P 6/.., f - k-t, Requester: 3 _ C- J � 4-'1 �- r (!' . , ,T e_ 1 .s Le- / 4 .7 . j 41 ()V- - eiaJ r./ Project: � ,/� i�J I t j 4 s r Type of Inspection: (Ta J& Address: r� 13(e! 1 Xi-- 5'�. - ""1 Date Called: Special Instr ctions: Date Wanted: c 1 S•- o p.m. Requester: Phone No: 7,0C z o —83 r V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3167 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. Corrections required prior to approval. Inspectgf: Date: Receipt No.: 'Date: Project: 6 Type of Inspection: j 4✓i9 / /.�ifr � 64e4 Address: Date Called: Special Instructions: y- (1,. Date Wanted: Gv --/ `�- r p.m. Requester: Phone No: .a-0 5 0 - °3 7 6. Ae-av INSPECTION RECORD Retain a copy with permit INSP CTI u N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION x- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c 0 i Inspect Date: r . ) El $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: arw ,...,� .�. .� Project: , ,f?i/ 4 / f /J secY Type o p � i 11 c.Sf1 ��/ Addrs� s Date Called: Special Instructions: / Date Wanted: a. Requester: Phone CO' " � 7f i 4:1‘.0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: of Inspection: t c,t A 4trTl °oor PA-4.1,111 Address: _ � iiix t 3 61 ` k./ 1 5 2. AUk, sa Date Called: Special Instructions: / Date Wanted: _ d v� — m P• Requester: Phone No 70 &) - 7. 5 v ( " .31 t r) AA A. /..) s P /N11 k .-) Ir _ )()AI 3 k ( J1; A , I Af Project: . Mgt rBAJA ADD of Inspection: t c,t A 4trTl °oor PA-4.1,111 Address: _ � iiix t 3 61 ` k./ 1 5 2. AUk, sa Date Called: Special Instructions: / Date Wanted: _ d v� — m P• Requester: Phone No 70 &) - 7. 5 v 8 3 7 6- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q 08- OA') PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: siA ti Date- ❑ $58.00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: Date: ti .y e - _., • _.- ��.�.- —...._ . agSb..2.1.L ..,.. -- Projsiti Type of Inspection: Address _ 1 36 l ;? A•U Date Called: Special Instructions: Date Wanted: a.m: Z `7 - Requester: Phone No: 7/(0 C 7e INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 el-61 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I r Inspect Date: - 2 ? , 08 1 . ❑ $58.00 RRitisPECTION FEE REQ�JIRE to inspection, fee must be paid at 6 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: r 1� COMMENTS: Type of Ins Ion: (DA. ` i cy A O n i(A1 t Addyes 19 S2 4 6 Date Called: AA , 511-- 1 cASrit ? r-ii 1 A9-4( ( r B .) f T r ( a 1-r S L.o r OM() A. kk7A 0 5 p( - " e �l 0 4 r a - A .(-- s /a r .2 X ( c toAr IV:no es I" 1 p D N ` 11 l la 'U i ) 6 . Project: / f , . 0 u i �.C. A� d/ � Type of Ins Ion: (DA. ` i cy A O n i(A1 t Addyes 19 S2 4 6 Date Called: Special Instructions: 7 Date Wanted: C (�1 --Q& .V p.m. Requester: Phone o: 50 '83 7P INSPECTION RECORD Retain a copy with permit INSP N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Inspecrr: Date: 5 - . (1 - Receipt No.: Date: �x. .; k t 4. ' .ewir _r t i k ...a :ft= _ o : c a .iy.o uf4 ,a_yhi ._.s Pro 1/ i? Ft l4, Type of • %p l N 6 Addr s: /s66 5240 S Date Called: Special Instructions: Date Wanted: ,5—/2 Q& . Requester: Phone No .•za 6-25 b- '7/' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 COMMENTS: Date S�Z�Ud?' ❑ $5 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be pad at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Approved per applicable codes. Corrections required prior to approval. ..sr- . - - _ .su . •• .. . .M. COMMENTS: r Jr ?� i - „� J ,",_I f r Alf . , * re_.: A (of ca• -- tf ,(ii — c n - If' b 4 01" e/1 / ;_n A /ter ;,‘ ye c..i . Jc q Date Called: I Date Wanted: !..� -4 -3 0 -6si p.m. Requester: Phone No: 7 v(o -? Sd- 5 - 3'7e Project: 4: I! Type of Inspection,: „...„1--1.- 7 Address: q Date Called: Special Instructions: Date Wanted: !..� -4 -3 0 -6si p.m. Requester: Phone No: 7 v(o -? Sd- 5 - 3'7e I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - PERMIT NO. orrections required prior to approval. Inspectr: ,,kA AA, I Dat q _J � ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: Sprinklers: Type of Inspection: �; /2P5b'tt►il;� Ifir- 7:44, I Address: /3 C / q Suite #: SZ "P. 5 Contact Person: 0'4 h a4._ I Special Instructions: Permits: Occupancy Type: Phone No.: Z C - Z$b -8375 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: r 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: TI, S ..1 r)t.' f$5 !rt I he. le" .. Inspector: , jWsis Date: c /5 /6 Hrs.: INSPECTION NUMBER A pproved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT A $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. p Receipt No.: Date: 12/2/05 PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 85 rfj JOHN D. GRIFFIN ENGINEERS, INC. CIVIL/STRUCTURAL CONSULTING ENGINEER 11680 SLATER AVENUE NE KIRKLAND, WASHINGTON 98034 (206) 823 -9903 FAX (206) 821 -9408 ITEM INDEX PROJECT M U I;i6 R.� F-�5 136.13'11- 5 k/ r 4 . ¶iM4 / 11-4 w 4- BY ,"V� DATE G. _ p STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA I JUN 0 9 2008 CENTEF. ELF COPY P yy �... r. L v3.. SHEET • NUMBER' 164e- T:911 - Rey *)ae_ 'rte FAI,19t4)11.160 F02 n IJ y .'og a tJ - *7 C.e.0 i- ovre,0 2. 1 1 } /QI$ P M,S -r4 rI �D 2 . D -7kPP ,1" UPPt Q aka . .fkliTIE,we c(yei rpxr_r_05frivo kjeck) ri.00f.... • t e,..cm r?.._ _4, -146 1 47- I 1 - V 1 P `o 'Y2 z ° I %z I s`L Du 2- n L. -t- I E ILI D1�> iat) SHEET OF - Uniform Loading Live Load Dead Load Total Load W 40 Psf 15 Psf 55 Psf Page 2 17 Floor Joist[ 2006 International Building Code (05 NDS) Ver: 7.01.14 By: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008 Project: MUBAREK RES - Location: JOISTS AT DECK Summary: 1.5 INx . +8) @16O.C./ #2- Hem-Fir -Dry Use Section Adequate By: 131.0% Controlling Factor: Section Modulus / Depth Required 7.4 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown_ Controlling Shear /Moment/Deflection Diagrams 400 - 367lbs @4ft 200 - Shear (Ibs) 0 -200 -400 600 - 300 - Moment (ft-lb) 0 -300 - -600 -0.05 - -0.025 - Deflection (in) 0 0.025 - 0.05 Left Cantilever = 4 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Deflection: Critical deflection created by live loads only on span(s) 1 LOADING DIAGRAM = 0.049 in @Oft Left Cantilever = 4 ft i Reactions Live Load Dead Load Total Load Uplift Load A 480 Lb 180 Lb 660 Lb 0 Lb B 213 Lb 60 Lb 273 Lb -13 Lb Left Cantilever Uniform Loading Live Load Dead Load Total Load W 40 Psf 15 Psf 55 Psf Center Span - 293 Ibs @ 4 ft -587 ft-lbs @ 4 ft -0.014 in@ 7.4 ft 330 ft-lbs © 9 ft .i Center Span = 8 ft w A B Center Span = 8 ft Floor Joistf 2006 International Building Code (05 NDS)1 Ver: 7.01.14 By: JOHN GRIFFIN , D GRIFFIN ENGINEERS,INC on: 06 -02 -2008: 11:27:07 AM Project: MUBAREK RES - Location: JOIST AT DECK Summary: 1.5 IN x 11.25 IN x 12.0 FT (4 + 8) 16O.C./ #2 - Hem-Fir -Dry Use Section Adequate By: 131.0% Controlling Factor: Section Modulus / Depth Required 7.4 In Left Cantilever Deflections: Dead Load: DLD -Left= Live Load: LLD -Left= Total Load: TLD -Left= Center Span Deflections: Dead Load: DLD - Center= Live Load: LLD - Center= Total Load: TLD - Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 480 Dead Load: DL- Rxn -A= 180 Total Load: TL- Rxn -A= 660 Bearing Length Required (Beam only, support capacity not checked): BL -A= 1 Center Span Right End Reactions (Support B): Live Load: 213 Dead Load: 60 Total Load: 273 Design For Uplift Loads (Includes Uplift Factor of Safety) -13 Bearing Length Required (Beam only, support capacity not checked): 0.45 Joist Data: Dead Load Uplift F.S.: 1.5 Left Cantilever Length: Center Span Length: Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Cantilever Loading: Uniform Floor Loading: Live Load: Dead Load: Total Load: Total Load Adjusted for Joist Spacing: Center Span Loading: Uniform Floor Loading: Live Load: Dead Load: Total Load: Total Load Adjusted for Joist Spacing: Properties For: #2- Hem-Fir Bending Stress: Shear Stress: Modulus of Elasticity: Adjusted Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Compression Face in Tension): Adjustment Factors: Cd =1.00 E: E -Min': Adjustment Factors: Cm =1.00 Fc' -perp: Adjustment Factors: Cm =1.00 Ci =0.95 Design Requirements: Controlling Moment: Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on Controlling Shear: At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): LL- Rxn -B= DL- Rxn -B= TL- Rxn -B= Rxn -B -min= BL -B= FS= L1= L2= Cd= L/ U span(s) 1, 2 LL -1= DL -1= TL -1= wT -1= LL -2= DL -2= TL -2= wT -2= Fb= Fv= E= E -Min= Fc -perp= Fb'= Fv'= Fc' -perp= M= span(s) 1, 2 V= Sreq= S= Areq= A= Ireq= 1= 0.01 0.05 0.05 0.00 0.02 0.03 1.00 480 360 13.70 31.64 3.02 16.88 43.78 177.98 IN IN = 2U1951 IN = 2L/1770 IN IN = L/4294 IN = U3731 LB LB LB IN LB LB LB LB IN 4.0 FT 8.0 FT 40.0 PSF 15.0 PSF 55.0 PSF 73 PLF 40.0 PSF 15.0 PSF 55.0 PSF 73 PLF 850 PS 150 PS 1300000 PS 470000 PS 405 PS 514 PS 150 PS E'= 1235000 PS E -Min'= 446500 PS 405 PS -587 FT -LB 302 LB N3 N3 N2 N2 N4 N4 JOHN D. GRIFFIN ENGINEERS, INC. JOB / Structural Consulting Engineer SHEET NO /. OF 11680 Slater Avenue NE CALCULATED BY 0� DATE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 CHECKED BY DATE SCALE e /0A /N / =243o,e �L) 7 /t/rE ek (3/ Q GCE (e iJt -/) L — 1 s iSo 7 f 2S ? / g 9 //5 $e z` ,/ 12 = 330 '02 •4 9,s P51- 2_ >e 21 L 0BL TIMBERSTRANO RIM llll 0 t 4 r r r 215- FLUSH BEAM 6'-8 3/4' r r SIM BEAN r r / PE F 4/5 2 — 1 3 41 4 // l ' LA * P FLOOR JOISTS 1 1 -7/S- TJI'e, 16 r -i r, r ,r ,r r T 36 P O RORATING O OF 40 6 —8 3 ear jo r 575 G4�cl % C �c / - UPPER FLOOR FRAMING • SOLID BLOCKING REQ o/ BEAMS, HDRS, BEARING UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOIST • TJI MFR SHALL SPECIFIY GRADE, REQ'D BLKG, AND R T, )( 11. Gv 14" CLi i / (j3 ii5 4 372.K 7, s PSC- WALLS, S. HANGER' Multi- Loaded Beamf 2006 International Building Code (05 NDS)1 Ver: 7.01.14 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008: 11:43:17 AM Project: MUBAREK RES - Location: MAIN FLR BM 1FB-1 Summary: 3.5 IN x 9.25 IN x 5.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 276.4% Controlling Factor: Section Modulus / Depth Required 4.77 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT-2= Properties For: #2- Douglas- Fir -Larch Bending Stress: Fb= 900 Shear Stress: Fv= 180 Modulus of Elasticity: E= 1600000 Adjusted Modulus of Elasticity: E -Min= 580000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Fb' (Tension): Fb'= 1078 Adjustment Factors: Cd =1.00 CI =1.00 CF =1.20 Fv': Fv'= 180 Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 1191 2.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 13.26 Area (Shear): S= 49.91 Areq= 5.20 Moment of Inertia (Deflection): A= 32.38 Ireq= 15.72 1= 230.84 0.01 IN 0.01 IN = L/5286 0.02 IN = L/3759 616 LB 250 LB 866 LB 0.40 IN 616 LB 250 LB 866 LB 0.40 IN 5.5 FT 1.33 FT 5.5 FT 1.00 360 240 224 PLF 84 PLF 7 PLF 315 PLF PS PS PS PS PS PS PS 624 LB FT -LB N3 N3 N2 N2 N4 N4 l8 Multi- Loaded Beam[ 2006 International Building Code (05 NDS) ] Ver: 7.01.14 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008 Project: MUBAREK RES - Location: MAIN FLR BM 1 FB -1 Summary: 3.5 IN x 9.25 IN x 5.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 276.4% Controlling Factor: Section Modulus / Depth Required 4.77 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 900 -< 866 lbs @ 0 ft 450 - Shear (Ibs) 0 -450 - -900 - 2000 - 1000 - Moment (ft-lb) 0 -1000 - -2000 - -0.02 -0.01 Deflection (in) 0 0.01 - 0.02 - A Reactions Live Load Dead Load Total Load Uplift Load A 616 Lb 250 Lb 866 Lb 0 Lb B 616 Lb 250 Lb 866 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 224 Plf 84 PIf 7 PIf 315 Plf -- 0.012 in @ 2.8 ft Center Span = 5.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by live loads only on span(s) 2 LOADING DIAGRAM Center Span = 5.5 ft 1191 ft- Ibs @ 3 ft -866 lbs @ 6 ft 1 9 By: JOH Multi-Loaded 2006 International Building N GRIFFIN S , JOHN D GRIFFIN ENGIINEERS,INC on: 06-02-2008 11:43:49 AM Project: MUBAREK RES - Location: MAIN FLR BM 1FB-2 Summary: 3.5 IN x 9.25 IN x 4.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 296.2% Controlling Factor: Section Modulus / Depth Required 4.65 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: Dead Load: LL- Rxn -A= Total Load: DL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): TL- R BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: Total Load: DL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): TL RBL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load: wL 320 Beam Self Weight: BSW= 120 Total Load: SW= 7 Properties For: #2- Douglas- Fir -Larch wT -2= 447 Bending Stress: Fb= 900 Shear Stress: Fv= 180 Modulus of Elasticity: E= 1600000 Adjusted Modulus of Elasticity: E -Min= 580000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Fb' (Tension): Fb'= 1078 Adjustment Factors: Cd =1.00 CI =1.00 CF =1.20 Fv': Adjustment Factors: Cd =1.00 Fv= 180 Design Requirements: Controlling Moment: M= 2.25 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 12.60 Area (Shear): S= 49.91 Areq= 5.53 Moment of Inertia (Deflection): A= 32.38 lreq= 12.30 1= 230.84 0.00 IN 0.01 IN = U6756 0.01 IN = L/4837 720 LB 286 LB 1006 LB 0.46 IN 720 LB 286 LB 1006 LB 0.46 IN 4.5 FT 1.33 FT 4.5 FT 1.00 360 240 PLF PLF PLF PLF PS PS PS PS PS PS PS 1132 FT -LB 664 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2006 International Building Code (05 NDS) ] Ver: 7.01.14 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008 Project: MUBAREK RES - Location: MAIN FLR BM 1FB -2 Summary: 3.5 IN x 9.25 IN x 4.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 296.2% Controlling Factor: Section Modulus / Depth Required 4.65 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Momen_t/Deflectio n Diagrams 2000 1006 lbs @ 0 ft 1000 Shear (Ibs) 0 -1000 - -2000 2000 1000 Moment (ft-lb) 0 -1000 - -2000 -0.008 -0.004 - Deflection (in) 0 0.004 - 0.008 - Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by live loads only on span(s) 2 LOADING DIAGRAM Center Span Reactions Live Load Dead Load Total Load Uplift Load A 720 Lb 286 Lb 1006 Lb 0 Lb B 720 Lb 286 Lb 1006 Lb 0 Lb Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 120 Plf 7 Plf 447 Plf 1132 ft- Ibs @ 2 ft .0 Center Span = 4.5 ft Center Span = 4.5 ft -1006 lbs @ 4 ft 2� Multi- Loaded Beam( 2006 International Building Code (05 NDS)1 Ver: 7.01.14 By: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008: 12:27:22 AM Project: MUBAREK RES - Location: HEADERS HD -1 Summary: 3.5 IN x 9.5 IN x 9.5 FT / 2.0E Parallam - iLevel Trus Joist Section Adequate By: 28.8% Controlling Factor: Section Modulus / Depth Required 8.37 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT-2= Properties For: 2.0E Parallam- iLevel Trus Joist Bending Stress: Fb= 2900 Shear Stress: Fv= 290 Modulus of Elasticity: E= 2000000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Fb' (Tension): Fb'= 2883 Adjustment Factors: Cd =1.00 CI =0.97 CF =1.03 Fv': Fv'= 290 Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 40.87 Area (Shear): S= 52.65 Areq= 17.96 Moment of Inertia (Deflection): A= 67.88 Ireq= 167.88 I= 250.07 0.12 IN 0.19 IN = U587 0.32 IN = L1357 2518 LB 1617 LB 4134 LB 1.57 IN 2518 LB 1617 LB 4134 LB 1.57 IN 9.5 FT 9.5 FT 9.5 FT 1.00 360 240 530 PLF 330 PLF 10 PLF 870 PLF PSI PSI PSI PSI PSI PSI 9819 FT -LB 3473 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2006 International Building Code (05 NDS)) Ver: 7.01.14 By: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008 Project: MUBAREK RES - Location: HEADERS HD -1 Summary: 3.5 IN x 9.5 IN x 9.5 FT / 2.0E Parallam - iLevel Trus Joist Section Adequate By: 28.8% Controlling Factor: Section Modulus / Depth Required 8.37 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: C ontrolling Shear /Moment/Deflection Diagrams _ 5000 -^ -• 4134 lbs @ 0 ft 2500 - Shear (Ibs) 0 -2500 -5000 10000 - 5000 - Moment (ft-lb) 0 -5000 - -10000 - -0.4 -0.2 Deflection (in) 0 0.2 - 0.4 - 0.319 in @ 4.7 ft Center Span = 9.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM -4134 Ibs @ 9 ft `{ 5ft Reactions Live Load Dead Load Total Load Uplift Load A 2518 Lb 1617 Lb 4134 Lb OLb B 2518 Lb 1617 Lb 4134 Lb OLb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 530 PIf 330 PIf 10 Plf 870 PIf Center Span = 9.5 ft 25 B 2-V Multi- Loaded Beamf 2006 International Building Code (05 NDS)1 Ver: 7.01.14 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008: 12:18:15 AM Project: MUBAREK RES - Location: SECOND FLR BM- 2B-4 Summary: ( 2 ) 1.75 IN x 11.875 IN x 18.0 FT / 1.9E Microllam - iLevel Trus Joist Section Adequate By: 31.0% Controlling Factor: Moment of Inertia / Depth Required 10.85 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: wL-2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT-2= Properties For: 1.9E Microllam- iLevel Trus Joist Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 CF =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 9.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 48.90 S= 82.26 Area (Shear): Areq= 11.13 A= 41.56 Moment of Inertia (Deflection): Ireq= 372.88 1= 488.41 0.21 IN 0.46 IN = U472 0.66 IN = U325 1620 LB 729 LB 2349 LB 0.89 IN 1620 LB 729 LB 2349 LB 0.89 IN 18.0 FT 1.33 FT 18.0 FT 1.00 360 240 180 PLF 68 PLF 13 PLF 261 PLF 2600 PSI 285 PSI 1900000 PSI 750 PSI 2594 PSI 285 PSI 10570 FT -LB 2114 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2006 International Building Code (05 NDS) ] Ver: 7.01.14 By: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC on: 06 -02 -2008 Project: MUBAREK RES - Location: SECOND FLR BM- 2B -4 Summary: (2) 1.75 IN x 11.875 IN x 18.0 FT / 1.9E Microllam - iLevel Trus Joist Section Adequate By: 31.0% Controlling Factor: Moment of Inertia / Depth Required 10.85 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load co m bination shown: Controlling Shear/Moment/Deflection Diagrams 3000 - -- 2349 Ibs @ 0 ft 1500 - Shear (Ibs) 0 -1500 - -3000 - 20000 10000 Moment (ft-lb) 0 -10000 - -20000 - -0.5 - -0.25 - Deflection (in) 0 0.25 - 0.5 - Controlling Load Cases: Shear: Critical shear created by combining all dead Toads and live Toads on span(s) 2 Moment: Critical moment created by combining all dead Toads and live Toads on span(s) 2 Deflection: Critical deflection created by live Toads only on span(s) 2 LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 1620 Lb 729 Lb 2349 Lb 0 Lb B 1620 Lb 729 Lb 2349 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 180 Plf 68 Plf 13 Plf 261 Plf Center Span = 18 ft Center Span = 18 ft 10570 ft -Ibs @ 9 ft -2349 Ibs @ 18 ft ti I' 0.458 in @ 9 ft A 4 B 2s JOHN D GRIFFIN ENGINEERS, INC. PROJECT e7 ' L 11,c, 57. /we 6. 1.1ki DATE -4 D1 BY p...J • CIVIUSTRUCTURAL CONSULTING ENGINEER • 11680 SLATER AVENUE NE KIEUO,AND. WASHINGTON 98034 (206) 823_9903 FAX (206) 821 -9408 `.144 RT. ,fps 4 mss: 44_ - STRUCTURAL CALCULATIONS INDEX ITEM SHEET NUMBER .2W 0Is1 4 -?4,i � COD �C WED R � � . 41 `',z I DU c. r2 17W 5 COMPLIANCE , APPROVED MAY - 2 2008 Al 4' Tukwila 0 IO FILE COPY m it N0a RECEIVED APR 3 0 2008 PERMIT CENTER G, i i rC17GY LLl - L,I4 REVISION NO1L Doi oe•( OF JOHN D. GRIFFIN ENGINEERS, INC. Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 JOB SHEET NO OF CALCULATED BY DATE ! I ` - v7 CHECKED BY SCALE DATE D 15 3.4.z.) 26- 3 Ieb uJ 2 f i ,L r .4 = 111ti l jie lc. + 7 = 4 w�.I. 4- x to 4)g. ■l ?fig eras ,Ga, w 'ct L �✓t_ (.J 1. - 4 2.6 io p i (3� +izx�zr— Viv/� '5 4/1 ll 0 4Y, Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007: 12:52:39 AM Project: MUBAREK RES - Location: SECOND FLR BM- 2B -1 Summary: 3.5 IN x 11.25 IN x 10.0 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 20.5% Controlling Factor: Section Modulus / Depth Required 10.25 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support By Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length- Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Properties For: #2- Douglas- Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 CF =1.10 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 61.28 S= 73.83 Area (Shear): Areq= 13.79 A= 39.38 Moment of Inertia (Deflection): Ireq= 113.48 I= 415.28 0.07 IN 0.06 IN = U1865 0.14 IN = U878 950 LB 1068 LB 2018 LB 0.92 IN 950 LB 1068 LB 2018 LB 0.92 IN 10.0 FT 1.33 FT 10.0 FT 1.00 360 240 190 PLF 205 PLF 9 PLF 404 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 988 PSI 180 PSI 5044 FT -LB 1654 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2003 International Building Code (01 NDS) ] Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05-09 -2007 Project: MUBAREK RES - Location: SECOND FLR BM- 2B -1 Summary: 3.5 IN x 11.25 IN x 10.0 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 20.5% Controlling Factor: Section Modulus / Depth Required 10.25 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 3000 1500 - Shear (Ibs) 0 -1500 - -3000 - 6000 - 3000 - Moment (ft-lb) 0 -3000 - -6000 - -0.2 - -0.1 - Deflection (in) 0 0.1 0.2 - Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 950 Lb 1068 Lb 2018 Lb 0 Lb B 950 Lb 1068 Lb 2018 Lb 0 Lb Center Span 2018 Ibs @Oft Uniform Loading Live Load Dead Load Self Weight Total Load W 190 Plf 205 Plf 9 PIf 404 PIf Center Span = 10 ft Center Span = 10 ft 5044 ft-lbs @ 5 ft — 0.137in @5ft -2018 lbs @ 10 ft - 3 Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007: 12:54:01 AM Project: MUBAREK RES - Location: SECOND FLR BM- 2B -2 Summary: 3.5 IN x 9.25 IN x 7.0 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 14.7% Controlling Factor: Section Modulus / Depth Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Center Span Right End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Center Span Length: Center Span Unbraced Length -Top of Beam: Center Span Unbraced Length -Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: #2- Douglas- Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =0.99 CF =1.20 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 3.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= Required 8.64 In DLD- Center= LLD - Center= TLD- Center= LL- Rxn -A= DL- Rxn -A= TL- Rxn -A= BL -A= LL- Rxn -B= DL- Rxn -B= TL- Rxn -B= BL -B= L2= Lu2 -Top= Lu2- Bottom= Cd= U U wL -2= wD -2= BSW= wT -2= Fb= Fv= E= Fc jerp= Fb'= M= V= 0.05 0.05 0.09 1103 1110 2212 1.01 1103 1110 2212 1.01 7.0 7.0 7.0 1.00 360 240 315 PLF 310 PLF 7 PLF 632 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1068 PSI Fv'= 180 PSI 3871 FT -LB 1725 LB 43.51 49.91 14.38 32.38 60.96 230.84 4 IN IN = U1823 IN = U909 LB LB LB IN LB LB LB IN FT FT FT N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2003 International Building Code (01 NDS) I Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007 Project: MUBAREK RES - Location: SECOND FLR BM- 2B -2 Summary: 3.5 IN x 9.25 IN x 7.0 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 14.7% Controlling Factor: Section Modulus / Depth Required 8.64 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 3000 — 2212 Ibs @ O ft 1500 - Shear (Ibs) 0 - 1500 -3000 - -2212 Ibs @ 7 ft 4000 2000 Moment (ft-lb) 0 - 2000 -4000 -0.1 -0.05 - Deflection (in) 0 Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 1102 Lb 1110 Lb 2212 Lb 0 Lb B 1102 Lb 1110 Lb 2212 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 315 PIf 310 PIf 7 PIf 632 PIf Center Span = 7 ft Center Span = 7 ft Multi- Loaded Beamf 2003 International Building Code (01 NDS) l Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007: 1:09:08 PM Project: MUBAREK RES - Location: SECOND FLR BM- 2B -3 Summary: ( 2 ) 1.5 IN x 11.875 IN x 5.5 FT / 1.7E Timberstrand LSL - Trus Joist Section Adequate By: 625.1% Controlling Factor: Section Modulus / Depth Required 4.56 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: DLD Center= Live Load: LLD- Center= Total Loadd: : tal Load: TLD- Center= Center Span Left End Reactions (Support A): LL Rxn A= D ea Load: DL- Rxn -A= Total Load: Load: TL- Rxn -A= To Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL Rxn 6= Dead DL- Rxn -B= Dead Load: TL- Rxn -B= Total Load: Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: L2= Center Span Length: Lug TL2= Center Span Unbraced Length -Top of Beam: Lug- Bottom= Center Span Unbraced Length -Bottom of Beam: Cd= Live Load Duration Factor: L/ Live Load Deflect. Criteria: U Total Load Deflect. Criteria: Center Span Loading: Uniform Load: 2= Live Load: w wL L -2= Dead Load: = Beam Self Weight: BSW SW= Total Load: Properties For: 1.7E Timberstrand LSL- Trus Joist = Bending Stress: Fb= Shear Stress: E= Modulus of Elasticity: Fc�er E= Stress Perpendicular to Grain: Adjusted Properties Fb'= Fb' (Tension): Adjustment Factors: Cd =1.00 CI =0.96 CF =1.00 F Fv': v'= Adjustment Factors: Cd =1.00 Design Requirements: M= Controlling Moment: 2.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 V= Controlling Shear: At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Sreq= 9.72 Section Modulus (Moment): S= 70.51 Area (Shear): Areq= 3.66 A= 35.63 Moment of Inertia (Deflection): Ireq= 23.65 I= 418.64 0.01 IN 0.01 IN = U8149 0.02 IN = U4248 770 LB 707 LB 1477 LB 0.56 IN 770 LB 707 LB 1477 LB 0.56 IN 5.5 FT 5.5 FT 5.5 FT 1.00 360 240 280 PLF 246 PLF 11 PLF 537 PLF 2600 PSI 400 PSI 1700000 PSI 880 PSI 2506 PSI 400 PSI 2031 FT -LB 975 LB N3 N3 N2 N2 N4 N4 f Multi- Loaded Beam[ 2003 International Building Code (01 NDS) ] Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007 Project: MUBAREK RES - Location: SECOND FLR BM- 2B -3 Summary: ( 2 ) 1.5 IN x 11.875 IN x 5.5 FT / 1.7E Timberstrand LSL - Trus Joist Section Adequate By: 625.1% Controlling Factor: Section Modulus / Depth Required 4.56 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 2000 1477 Ibs @ 0 ft 1000 - Shear (Ibs) 0 -1000 - -2000 3000 1500 - Moment (ft-lb) 0 -1500 -3000 -0.02 -0.01 Deflection (in) 0 0.01 - 0.02 - Reactions Live Load Dead Load Total Load Uplift Load A 770 Lb 707 Lb 1477 Lb 0 Lb B 770 Lb 707 Lb 1477 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 280 Plf 246 PIf 11 PIf 537 Plf h 2031 ft-lbs @ 3 ft 0.016 in @2.8ft Center Span = 5.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on. span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Center Span = 5.5 ft -1477 Ibs @ 6 ft Multi- Loaded BeamF 2003 International Building Code (01 NDS) 1 Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007: 12:57 :33 AM Protect: MUBAREK RES - Location: HEADERS HD -1 Summary: 3.5 IN x 11.25 IN x 9.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 83.6% Controlling Factor: Section Modulus / Depth Required 8.3 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Properties For: #2- Douglas- Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =0.98 CF =1.10 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 40.22 S= 73.83 Area (Shear): Areq= 9.37 A= 39.38 Moment of Inertia (Deflection): Ireq= 69.57 1= 415.28 0.05 IN 0.02 IN = U4593 0.08 IN = U1433 428 LB 943 LB 1371 LB 0.63 IN 428 LB 943 LB 1371 LB 0.63 IN 9.5 FT 9.5 FT 9.5 FT 1.00 360 240 90 PLF 190 PLF 9 PLF 289 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 971 PSI 180 PSI 3255 FT -LB 1124 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam[ 2003 International Building Code (01 NDS) I Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007 Project: MUBAREK RES - Location: HEADERS HD -1 Summary: 3.5 IN x 11.25 IN x 9.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 83.6% Controlling Factor: Section Modulus / Depth Required 8.3 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 2000 - — 1371 Ibs @ O ft 1000 - Shear (Ibs) 0 -1000 - -2000 - -1371 Ibs @ 9 ft 4000 - 2000 - Moment (ft-lb) 0 -2000 - -4000 - -0.08 - -0.04 - Deflection (in) 0 0.04 - 0.08 - Reactions Live Load Dead Load Total Load Uplift Load A 428 Lb 943 Lb 1371 Lb 0 Lb B 428 Lb 943 Lb 1371 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 90 PIf 190 PIf 9 PIf 289 PIf 3255 ft-lbs @ 5 ft Center Span = 9.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Center Span = 9.5 ft if Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05-09 -2007: 12:58:23 AM Project: MUBAREK RES - Location: HEADERS HD -2 Summary: 3.5 IN x 7.25 IN x 5.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 161.2% Controlling Factor: Section Modulus / Depth Required 4.49 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lug -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT -2= Properties For: #2- Douglas- Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcperp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =0.99 CF =1.30 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 11.74 S= 30.66 Area (Shear): Areq= 5.51 A= 25.38 Moment of Inertia (Deflection): Ireq= 14.06 1= 111.15 0.01 IN 0.02 IN = U3082 0.03 IN = U1897 509 LB 318 LB 826 LB 0.38 IN 509 LB 318 LB 826 LB 0.38 IN 5.5 FT 5.5 FT 5.5 FT 1.00 360 240 185 PLF 110 PLF 6 PLF 301 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1162 PSI 180 PSI 1136 FT -LB 661 LB N3 N3 N2 N2 N4 N4 (d Multi- Loaded Beam[ 2003 International Building Code (01 NDS) J Ver: 7.01.10 By: JOHN GRIFFIN , JOHN D GRIFFIN ENGINEERS,INC on: 05 -09 -2007 Project: MUBAREK RES - Location: HEADERS HD -2 Summary: 3.5 IN x 7.25 IN x 5.5 FT / #2 - Douglas- Fir -Larch - Dry Use Section Adequate By: 161.2% Controlling Factor: Section Modulus / Depth Required 4.49 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear /Moment/Deflection Diagrams 900' 826lbs @0 ft 450 - Shear (Ibs) 0 -450 - -900 - 2000 - 1000 - Moment (ft-lb) 0 - -1000 - -2000 - -0.04 - -0.02 - Deflection (in) 0 0.02 - 0.04 h 1136ft- Ibs @3ft �0.035in @2.8ft Center Span = 5.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM Center Span = 5.5 ft Reactions Live Load Dead Load Total Load Uplift Load A 509 Lb 318 Lb 826 Lb O Lb B 509 Lb 318 Lb 826 Lb OLb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 185 Plf 110 PIf 6 Plf 301 PIf -826 lbs @ 6 ft [ ) W if4,447:SECOND FLOOR JOISTS TJ Beam®6.25 Serial Number: yerhar Business 11 7/8" TJI® 360 @ 16" o/c User 2 5/9/2007 Version: s6 PM 6.25.71 1 Page 1 Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN io SUPPORTS: CONTROLS FOR THE APPLICATION AND LOADS LISTED 18' 6" LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead a Product Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 2.25" 493 / 185 / 0 / 678 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ- Strand Rim Board® 2 Stud wall 3.50" 2.25" 493 / 185 / 0 / 678 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ- Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 663 -657 1705 Passed (39%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 663 663 1202 Passed (55 %) Bearing 2 under Floor loading Moment (Ft -Lbs) 2998 2998 6180 Passed (49 %) MID Span 1 under Floor loading Live Load Defl (in) 0.298 0.452 Passed (U728) MID Span 1 under Floor loading Total Load Defl (in) 0.410 0.904 Passed (L/529) MID Span 1 under Floor loading TJPro 40 40 Passed Span 1 - Deflection Criteria: STANDARD(LL :U480,TL:U240). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.69 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: MUBAREK RES Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist °,Pro° and TJ -Pro'" are trademarks of Trus Joist. OPERATOR INFORMATION: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC 11680 SLATER AVE NE KIRKLAND, WA 98034 Phone : 425 823 9903 Fax : 425 821 9408 jdmgriffin@verizon.net t W f (�� SECOND FLOOR JOISTS TJ�eamm�16.25 Serial Nu A ber: Business 11 7/8" TJ IO 360 @ 16" o/c Page.2 5/9/2007 son6PM Page 2 Engine ngine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group " 18' 1.00" " Max. Vertical Reaction Total (lbs) 678 678 Max. Vertical Reaction Live (lbs) 493 493 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 57 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 179 -179 Max Shear at Support (lbs) 181 -181 Member Reaction (lbs) 181 181 Support Reaction (lbs) 185 185 Moment (Ft -Lbs) 818 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 657 -657 Max Shear at Support (lbs) 663 -663 Member Reaction (lbs) 663 663 Support Reaction (lbs) 678 678 Moment (Ft -Lbs) 2998 Live Deflection (in) 0.298 Total Deflection (in) 0.410 PROJECT INFORMATION: MUBAREK RES Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e-I Joist °,Pro° and TJ -Pro' are trademarks of Trus Joist. OPERATOR INFORMATION: JOHN GRIFFIN JOHN D GRIFFIN ENGINEERS,INC 11680 SLATER AVE NE KIRKLAND, WA 98034 Phone : 425 823 9903 Fax : 425 821 9408 jdmgriffin@verizon.net 1 DETERMINING NUMBER OF STORIES ABOVE THE FOUNDATION ozw ti) r0CC > S 26r =11 �' / %_ — --1 11:' iTg / % / / / % /.— — ..3 H i-o X > .4 6441166. Alk MRH 7 IRH 11.1 � A_ 11 =j J1 /� A__ _ ■SCww NfoC» - H AIL MRH _ 11111 V A_ _ ii -x �� // /j /4_ - ® Foundatton per section 1.1.4 MRH - Measured from average grade Figure 1. Determining the number of stories above, the foundation. ; l . j JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 JOB Md54,g - SHEET NO / OF CALCULATED BY 3iP6 DATE 5 7-07 CHECKED BY DATE SCALE '/ V 3S = g9 Mph f CM RN) Cso` MRH fG /2 a�. _ .10 1-ioR«, c D1s4- 4 MR -4 vo,f- A2- r� I4 T• = 16.15 Vapp 4 r, n pAtvvrt MEAN ROOF HEIGHT (feet) EXPOSURE . C D 15 1.21 1.47 "� 20 I 1.29 135 25 . I I . 1.35 1.61 30 1.00 ' 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 - 1.53 1.78 50 1.16 - 1.56 1.81 55 1.19 • 1.59 1.84 60 1.22 1.62 1.87 JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 JOB SHEET NO MUOiCere P 5 L2 OF CALCULATED BY v P DATE CHECKED BY DATE SCALE 5 -J -o V) ND - Dco(ca 2 - -5 1ikA MTFfoP Moj. ( Dg - AL ec . I_olkb Go 1/17 705. f °/2-- l (. o , 3 .2 - � 5`)5 . G,-riJ , l 5& i t/3 FAL- cJ /►t1 D LG LOA-0 5 - rs f 5. a I.0 x„, =1 D + L CO W D +L +ar,W +S / C - 4) ) (0 ) TABLE 1609.6.2.1(4) ADJUSTMENT F ACTOR FOR BUILDING HEIC 107. c, 2 . r (4) f o T , eiF r „,„„ ) ,2_ is 3 " Wifti > �ScJ b� 41 10 ° pa-ssur.es AAK. D PRODUCT 207 STRUCTURAL DESIGN 292 End Zone Transverse For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad. Notes: Longitudinal FIGURE 1609.6.2.1 MAIN WINDFORCE LOADING DIAGRAM End Inn 1. Pressures are applied to the horizontal and vertical projections for Exposure B, at h = 30 feet, for /,,,= 1.0. Adjust to. other exposures and heights with adjustment factor X- 2. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. 3. For the design of the longitudinal MWFRS, use 0 = 0°, and locate the Zone E/F, G/H boundary at the mid - length of the building. 4. Load Cases 1 and 2 must be checked for 25° < 0 5 45 °. Load Case 2 at 25° is provided only for interpolation between 25° to 30 °. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. 6. For roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming P = 0 in Zones B and D. 8. The zone pressures represent the following: Horizontal pressure zones -- Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of: A – End zone of wall C – Interior zone of wall B –End zone of roof D – Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: E – End zone of windward roof G – Interior zone of windward roof F – End zone of leeward roof H – Interior zone of leeward roof 9. Where Zone E or G falls on a roof overhang on the windward side of the building, use EOH and Goy for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4 percent of least horizontal dimension or 3 feet. h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles °. 0: Angle of plane of roof from horizontal, in degrees. 2003 INTERNATIONAL BUILDING CODES BASIC WIND SPEED (mph) ROOF ANOLE (dogmas), ROOF RISE IN 12° LOAD CASE ZONES Horizontal Prsssurea Vertical Pressures Overhang* A B C 0 E F 0 H Eon Capri 85 " %i��"' 0 to 5° Flat 1 11.5 -5.9 7.6 • -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 '45.1 10° 2 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 3 1 14.4 -4.8 9.6 -2.7 - -13.8 -9.0 -9.6 -6.9 -19.3 -15.1 "20° 4 1 1 1 �- 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -73 -19.3 -15.1 25° 6 1 2 14.4' t3, 6 2.3 l� p t 10.4 2.4 4 j -6.4 -2.4 -8.7 -4.7 -4.6 -0.7 -7.0 -3.0 -11.9 - -10.1 - 30° to 45° 7 to 12 1 2 12.9 ' 12.9 8.8 8.8 10.2 10.2 7.0 7.0 1.0 5.0 -7.8 -3.9 0.3 4.3 -6.7 -2.8 -4.5 -4.5 -5.2 -5 WAL.. Roc, F zo P1 5 PP. 2'He Pr. t4, ga /' *a ( p, 4 1 e _160) cI►. bR� if), f / p CIHr e) 4,7,Pro A\-- c, 3,7 (xF 1 [5- p .7P 5� JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 TABLE 1609.6.2.1(1) SIMPLIFIED DESIGN WIND PRESSURE (MAIN WINDFORCE - RESISTING SYSTEM), p (Exposure Bat ha 30 fast with I , a 1.0 1124,,J egg -- 4sPErt, 14i tip Fve.' 5 LeFr - re. ti Igzfrti 10 JOB / ' PA-es SHEET NO. L 4 OF CALCULATED BY DATE CHECKED BY SCALE DATE O -2G. 2a. =6 <00i z7° -4 Arr-Y 4 p ps g. II - LL L a�H J I r7'(� or p� G rri4 2! FF .EoC °Vez 2a. Z(j � 31XS +lo,l (761\co5 -4- 27 4-(o • 41.10 ii r 3(.3,9,005 A- AZ IP,I K 9.1v 244 $e 1.1 I< 471 Ps I1 1r3 = 1 754 9 L K C� =Ell- n`)c.'s,.54- Io,1,clI>r -r- 8t<31 1y3 = �_�i 0 * 52, ,=. Fo.t 7:pia , e 4-.1-1-5 e: 4 4, ryr4e] 1, IK� ELF - �. -.mow.. ' _ ,� (TvplNA, L. (peak .) "& = C I gq I .,1 15,4 +- 6: se 1,1 )/ 1,1ri I, 7) JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 13* 5* ( 4tp LlI A i4EL4 14) CrktoLe lG 1 R= Ca. 5 W P LA4. D tk‘64. kTFF 1,12 i375P f og (49-0E-- — � � 1. IZ�[4�, 9 � s] = ex-k- (A)A4 - - 54 * - l4.y4 1 09 } ioe'. r . fi F PG leo,..0;0:7,7rF JOB SHEET NO. CALCULATED BY CHECKED BY SCALE hEI5Ki1C. (k0I( -) 41'i Uh a12(201 - 4 I5.1.1) 5I1 G1•4 ' — MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 MCE MAP VALUES Short Period Map Value - Ss = 140.6% g 1.0 sec Period Map Value - S1 = 48.5% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 140.6% g Soil Factor for Site Class D - Fa = 1.00 -)IDS P Residential Site Value = 2/3 x Fa x Ss = 93.7% g Residential Seismic Design Category = D2 VJ z 4(J4-0 141- Re* of 0 DATE 5-7 - o7 DATE 111. tip w . 0 3 W (4.),4. 1,#) , 7 V . 121 Vki V- . rzl 96 AI 5 .Ss3 (49 / 70t/ 33ao 4 per ve 2$3 W1IJ9 G� N T APx ¢v 6 PRORUCT JOHN D. GRIFFIN ENGINEERS, INC. Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (425) 823 -9903 FAX (425) 821 -9408 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE F✓- 7- 07 P1 -6' P1 -4" P1 -3' P1 -2' P2 -4' SHEARWALL SCHEDULE: 15/32' CDX PLYWOOD SHEATHING USE 10d COMMON NAILS OR 10d GALVANIZED BOX NAILS (OR APA APPROVED OSB SHEATHING) 1dAl.l HAIL PANEL NAIL SPACINQ BLX'G ME SIZE PANEL FIELD TOP /BTM EDGES . STUDS PLATES 10d 10d 10d 10d 10d 6' 4' 3" 2' 4 12" 12" 12" 12" 12" 6" 4 ' 3 ' 2 ' 4" 2x (4) 3x, (4) 3x (4) 3x (4) 3x (4) REQUIRED ANCHORS P.T. SILL BOTTOM PLATE NAIUNG i "0 0 48'0C 16d 0 6'OC e "0 0 32'OC (2) 16d 0 8 "OC "0 0 24'OC (2) 16d 0 6'OC "0 0 24'OC (2) 16d 0 5'OC 1 11 0 0 20 "OC (2) 16d 0 4'OC 1. P -1 INDICATES SHEATHING ON ONE SIDE OF SHEARWALL ONLY. 2. P -2 INDICATES SHEATHING ON TWO SIDES OF SHEAR WALL FRAMING MEMBERS SHALL BE 3X. OFFSET PANEL JOINTS TO FALL . ON DIFFERENT STUDS ON OPPOSITE SIDES OF THE WALL 3. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY ON HEM —AR STUDS. 4. FOR NAILING AT 4',3' OR PANELS EDGES OR 2x6 FLAT. 5. FOR NAIUNG AT 4 ",3" OR SILL AT FOUNDATION 2' ON CENTER, USE 3X FRAMING MEMBERS AT ALL STAGGER FASTENERS AT ALL PANEL JOINTS. 2" ON CENTER USE PRESSURE TREATED 3X 6. SOUD BLOCK ALL PANEL EDGES. 7. USE 10d COMMONS OR 10d GALVANIZED BOX NAIL FOR. SHEAR WALL FASTENERS. 8. NAILS MUST BE FLUSH DRIVEN WITH DIAPHRAGM SURFACE. 9. ANCHOR BOLTS TO HAVE MINIMUM 2 "X2'X ' PLATE WASHERS. 10. ANGER JOINTED STUDS ARE NOT TO BE USED AT HOLDOWN LOCATIONS. . ALLOWABLE 280 420 550 710 840 W44. f� Ifd f'Io1 -1 : )(0"r Lt-vw- 62.1 o roster JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (206) 823.9903 FAX (206) 821 -9408 CHECKED BY DATE SCALE urreL1 1 qo= (°4e4 Ba tLs +6, 6 to 2037 12 f220.r 12.8 2611 JOB rI p�sl cc:7N W LL SHEET NO Li CALCULATED BY %Tr)C vitros- f 25 b P) Pj � - � 1" 24 /s. 4e6 101 41 ttrzerep ? Li 1°f-T's.- FeivAe. DATE I - oR- - G S (1:= JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (206) 823 -9903 FAX (206) 821-9408 4 514 .n- WAL i s 0IR�c clot -1 : D 13 mo : s- is' LC-' roece- *) c + (22 , 7 4-45 {- 545 4gi7 itiz.o'1,�►�.5 1 1503 -4- 121 •°7 >< l0 '- JOB Al t) (? 5 SHEET NO. L & OF CALCULATED BY ' DATE ✓. 7-4,7 CHECKED BY DATE SCALE Form No. TT -100 Figure 3. Recommended construction details for APA portal -frame bracing design with hold -downs (For use details see Table 2) MAX. HEIGHT 10' EXTENT OF HEADER SINL3Lt PLIK IAL FRAM t (ONE BRACED WALL PANEL) MIN. 0)2A APA - The Engineered Wood Association EXTENT OF HEAOER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) 8' TO 10` FASTEN SHEATHING TO HEADER WITH OD COMMON OR GALVANIZED BOX NAILS IN 3' GRIDPATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS. BLOCKING. AND SILLS) TYP. FOR BRACING: MIN. WIDTH = 16' FOR ONE STORY MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO STORES. FOR ENGINEERED USE SEE TABLE 3. 3 MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING r FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 160 SINKER AWLS AT 3' O.C. TYP. 1006 LB STRAP OPPOSITE SHEATHING 1000 LB STRAP (REF. NO. LSTA24) MIN. (2) 2x4 MIND. 4200 LB STRAP TYPE TIE -DOWN DEVICE (EMBEOLED INTO CONCRETE AND NAILED INTO F RAMING). INSTALLED PER MANUFACTURER. (REF. NO. STHD14.) MIN. 2'XZ'X3/16' PLATE WASHER ONE 5/9' CIA. ANCHOR BOLT WITH 7° MIN. EMBEDMENT MONT AfpgifJATION FOR A PANEL SPLICE (IF NEEDED). PANEL EDGES SHALL BE BLOCKED. AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE RCM/ OF TYP. SHEATHING-TO- FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 160 SINKERS ` TYPICAL PORTAL FRAME CONSTRUCTION MIN. 1000 L8 TIE DOWN DEVICE (REF. NO. STHDB) v — A SHFATHINF: Fit I FR IF NEEDED 160 SINKERS '2 ROWS II 3' O.C. 4200 LB 11E DOWN DEVICE (REF. NO. STH014) FOUNDATION PER CODE WY -f I 1T 1000 LB HEADER STRAP (REF. NO LSTA24) MIN. 2x4 FRAMING TYP. SECTION A-A DIQ4LVATIOK Page 0of Bracing First story of one -story First story of two-story Code Section IBC 2308.9.3 1RC R602.10.6 APA Portal- frame Design IBC 2308.9.3.1 IRC R602.10.6 APA Portal - frame Design Minimum Width (inches) 32 16 32 24 Hold -Down Required(e)? Yes Yes Yes Yes Sides Sheathed 1 1 2 1 Minimum Width Maximum Height Ultimate Load (pounds 0 ASD Allowable per Frame Design Values Segment Deflection. Load Factor Shear (inches) (feet) (pounds f) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1°,000 0.34 3.6 Form No. TT -100 Page 7 of 8 Table 2. Portal -frame equivalence to bracing in model codes as determined by tested performance a. H - down re to end stud hold -down and not sill plate anchorage, see code or alternate for details. Table 3. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or sei s, b `• d Leo a. Design values are based on use of Douglas -fir or southern pine framing. For other species of framing use the specific gravity adjustment factor = [1- (0.5 -SG)1, where SG = specific gravity of the actual framing. This adjustment shall not be greater than 1. b. For construction as shown in Figure 3. c. Values are for a single portal frame. For multiple portal frames, allowable design values can be multiplied by number of frames (e.g., two F 2x, three ='3x, etc). d. Interpolation of design values for heights between 8 -feet and 10 -feet is permitted. G1' 4 .2 � 113 D At s 1 S -�- APA -The Engineered Wood Association Model No. Total L End L Ga Cut Length Fasteners (Total) Allowable Loads Nall Spacing (100)1 (1331160)1 CMST12 r; 45" 12 dear span +90" 100 -16d 7230 9640 1 105" dear span +210" 118 -10d 7230 9640 31/2" 208" dear span +416" 118 -10d 7230 9640 7" CMST14 521/2' 34" 14 clear span +68" 76 -16d 5095 6795 1 78" clear span +156" 90 -10d 5095 6795 3h/ 155" dear span + 310" 90 -10d 5095 6795 7" CS16 CS16 -R 150' 25' 14" 16 clear span + 28" 28 -8d 1235 1650 2- 11" clear span + 22" 22 -10d 1235 1650 CS18S 100' 11" 18 clear span +22" 22 -8d 950 1270 CS18 CS18-R 200' 25' 9 " 18 dear span + 18" 18-10d 950 1270 CS20 CS20 -R 250' 25' 9" 20 clear span + 16" 18 -13d 750 1005 7" dear span +14" 14 -10d 750 1005 CS22 CS22 -R 300' 25' 7" 22 clear span + 14" 14 -8d 620 825 5 dear span + 11" 12 -10d 620 825 JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (206) 823 -9903 FAX (206) 821-9408 SIMPSON Strong-Tie' CONNECtORS Typical CS Idt N Installation as a Floor -to -Floor Tie New CS -R Carton Provide In lengths of 25' minimum 1" Easy to carry, end distance use and store Equal number of specified nails in each end Gauge stamped on part for easy Identification CMST14 Hole Pattern (CMST12 similar) CS16 Hole Pattern (all others similar) 1-65 /b 7 A p • JOB SHEET NO L I 1 OF CALCULATED BY i PC, DATE ,c-7 -07 CHECKED BY DATE SCALE C)ICIV!PT STRAPS NEW! The CS is now available in retail packs of 25'1 Convenient for the do- it- yourselfer or contractor requiring smaller lengths of coiled straps. CS are continuous utility straps which can be cut to length on the job site. Packaged in a lightweight (about 40 pounds), portable 10" square carton. The 12 gauge CMST12 is designed for use in light panel framing. The 18 gauge strap is available in 100' or 200' rolls — specify CS18S or CS18 respectively. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only —Use only triangle holes for single 2x member. Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. CODES: BOCA, ICBO, SBCCI NER -413 and NER -499; Dade Co. FL 93- 1016.1. 1. Allowable loads 100% value is the maximum 2.133% and 160% value may be used for steel capacity and may not be increased for wind or earthquake loading. other load durations unless otherwise indicated. 3. CS16 -R thru CS22 -R are all 25' total lengths. 4te /WOO eiS = �� _ 9DL47 JOHN D. GRIFFIN ENGINEERS, INC. Civil /Structural Consulting Engineer 11680 Slater Avenue NE KIRKLAND, WASHINGTON 98034 (206) 823 -9903 FAX (206) 821 -9408 ('>' ✓G�rZ 7L ur ,VCm / 74Pag41 .) 5 . hLp f4{ 4 - - vtH , o /9 7" 0" 4i o. JOB E3 OF DATE 1 SHEET NO CALCULATED BY CHECKED BY DATE SCALE ST/to /4 STN-do / *2✓ ,i.LLo&) _ 30' 7 • 4-4d-400 IJ 1 ,0 -i f7 - = (2soopsI c0Uc) Al/`dam • riPr M P (),,L sha r) vl s x L = r = 1 5x L / »&C7 Tyr L 77.-/'6.71) 4 e , r 7"� L = gg as, - -e Allow 1J, 5 , = 3 6,5 �'./ 8 6 i / A -/low. t s, _ 1 7 1 32 44 / /0 .4-//o w v, s; - '3? ?I X It le tt 11 L( /r �f 388 5' e L rf M ori! dorh.0.. *546 u 40, jj ,Gor 578 Io(.4, = V3; = 5 79 I 1. . .l�l L•: °LSTHD /STHD HOLDOWN 30 1 ( This product is prelerable to similar connectors because of a) easier installation, b) higher loads, c) lower Installed cost, or a combination of these lectures. The STHD is an embedded strap tie holdown with high load capacity and a staggered nail pattern to help minimize splitting. FEATURES • The strap nailing pattern allows for nailing to the edges of double 2x's. • A slot below the embedment line allows for Increased front to back concrete bond and reduced spelling. . • Strap nail slots are countersunk to'provide a lower nail head profile. • film foist models accommodate up to 07" clear pan without any loss of strap nailing. • Coined edges enhance safe handling. ca MATERIAL: LSTHD8, LSTHD8RJ -14 ga, all others -12 ga. FINISH: Galvanized Q INSTALLATION: • • Use all specified fasteners. See General Notes. • See Post Tension information on page 31. • Install before concrete pour with a StrapMate, or other holding device. • Nail strap from the bottom up. Strap may be bent one lull cycle. • Bending the strap 90° to aid wall.placement may cause spelling behind the strap. If the spell is 1' or less, measured from the embedment line to the bottom of the spell, full loads apply. For spells between 1' and 4' (see illustration), the allowable load is 0.90 of the table loads. • For two pour installations spelling is measured from the first pour. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall. or fooling beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; or ' (b) slabs are poured over concrete block foundation walls. • To get the full table load, the minimum center -to- center spacing is twice the embedment depth when resisting tension loads at the same time. • There is an increase in the amount of deflection If the strap is Installed on the outside of the shear panel Instead of directly to the framing. Ask for Form T- PLYWOOD for complete details, • FOUNDATION CORNERS: Nail quantities may be reduced for less than l corner distance design loads —use the code allowable loads for fasteners in shear. CODES: See page 10 for Code Listing Key Chart. STALLING • REDUCTION Typical STHD14 Two Pour Installation Typical STHD Corner Installation on 3-2x studs (tor two pour, see footnote 5.) ONE i4 REBAR IN SHEAR CONE 17 MIN REBAH LENGTH STRAP S1 YLE — HOLDOWN EMBEDMENT LIN Typical STHD Edge Installation (lor two pour, see footnote 5.) CONCRETE — FOUNDATION BY OTHERS HORIZONTAL PROJECTION OFEMBEDDDED PORTION OF STRAP HOLDOWN 41i Single Pour Reber Installation 'Maintain minimum rebar cover, per ACI -318 concrete code requirements. LOCATE ONE r1 REBAR WITHIN HATCHED AREA (MAY BE FOUNDATION CONCRETE REBAR► FOUNDATION * BY OTHERS STHD U.S. Patent Nails are 6;813,182 countersunk for a low profile strap surface. 2x Embedment Length +12' Min. Reber Length I111I' iIEW 11ti SIMPSON Typical STHD14RJ Rim Joist Application STRAP STYLE HORIZONTAL HOLOOWN PROJECTION OFEMBEDODED PORTION I OF STRAP bon I Ll• r SLAB MAX. LOCATE ONE E4 REBAR WITHIN HATCHED AREA (MAY BE FOUNDATION REBAR) • Two Pour Reber Installation 'Maintain minimum rebar cover, per ACI -318 concrete code requirements. • St`piigTi LSTHD /STHD =VA N 4• SPALLING. LOAD REDUCTION! .11 strap is bent horizontal 90° during installation,, and than bent vertical for nailing to the stud, concrete spelling could result. Load reductions may apply, see Installation note. Strap Length Min IL) Model No. Stem Standard / Rim Joist Well Std Rim 1. Joist Model Model 6 6 6 LSTHD8 / LSTHD8RJ STH08 /STHD8RJ STHD10 /STH01ORJ 6111014 / STHD14RJ LSTHD8 / LSTHD8RJ STHD8 /STHD8RJ STHD10 / STHD1ORJ STHD14 / STHD14RJ 8 8 8 8 31% 21% 21% 23% 31% 35y 35% 36% 39% 35% 35y 384 39% 8 8 10 14 8 8 10 14 Nails 24 -16d sinker 24 -16d sinker 28 -18d sinker 21% 21% 23% 38 -16d sinker 24 -16d sinker 24 -18d sinker 28 -16d sinker 38 -16d sinker Aug Ulf Cal 2000 psi I. 5918 7187 10555 15080 5918 7577 11780 17463 Allowable Tension Loads (DF/SP/HF /SPF) (133 & 160) End Distance x 6 2000 psi Concrete 1825 1950 1695 1760 2035 3235 1695 2370 2745 3885 1 J; 1695 2060 2576 4220 1695 2370 2745 4430 I. 1695 2346 3185 4805 1695 3195 3725 5785 2500 psi Concrete 2810 3800 1825 2370 2990 4160 1K ° 1825 2210 2880 4296 1826 2370 2990 4430 I. 1825 2385 3185 4805 2335 3195 3726 5785 Jf 3000 pal Concrete . 1950 2 135 3185 4385 1950 2370 3230 4430 1,r 1950 2370 3186 4385 1950 2370 3230 4430 1950 2425 3185 4805 2975 3195 3725 5785 Code Ret, 32 1.'RJ' after the model indicates STHOs for rim joist applications, e.g. STHD8RJ. 2.STHD14RJ on 8° stemwall requires 30-16d sinkers, with the (le) load at 133% of 4960 lbs. 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 1W for 10d sinkers, l0d commonand 12d common. S.For two pour with 4" slab or less. The STH014 load at y2" edge 2000 psi Is 3235. The STHD10 at the same condition is 2035. POST - TENSION INFORMATION DETAIL 1 When installed on a raised curb, use Stemwall Installation and loads (page 32) (rebar required). Post Tension Cable Placement In a Garage Footing 1 t1 luutlmm Top View of Post Tension Cable Placement 'Nr51 ILNSWN TENDON,TYP. UPI IUNAL COLD JOINT ANCHOR, TYP. SPALL REDUCTION SYSTEM FOR STHD AND HPAHD FEATURES • Secures holdown to wood form- board. • Allows for proper side- cover. • Keeps strap vertical. • Prevents tilting or twisting of strap': during the concrete pour, • Uses one 18d duplex nail. BENEFITS • Greatly reduces spelling and costly retrofits. • Prevents strap movement parallel and perpendicular to plate. • Decreases possibility of misinstallation of strap to wood member. • Simple to use: — Common jobslte nail. — No additional expense. When using keyhole leelure, care should be taken when removing form boards. tl concrete Is not set, the duplex nail will move the strap placement. 6. Allowable loads have been Increased 33% and 60%10r earthquake or wind loading with no further Increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line Interpolation for corner distances between W and l 9.STHD14 and STHD14RJ installed on HFISPF: the t load is 5280 lbs. WeTy0. DETAIL 2 Post Tension Cable 'Placement Corner Installation (no rebar required) DETAIL 2 Keyhole Feature Patent Pending Model No. HPAHD22 LSTH08/ LSTHD8RJ STHD8/ STHD8RJ STHD10/ STHD1 ORJ Distance Irom Corner W Min 8° Mln W Min 8' Min W Min 8" Mln W Min 10" Min Fasteners 13 -16d 23 -16d 24 sinkers 24-16d sinkers 24-16d sinkers 24 -16d sinkers 28-16d sinkers 28 -16d sinkers Allowable Uplift Loads (133) 2705 4570 1696 1695 2055 2345 2055 3185 Code Ref. 170 32 1. Minimum concrete strength Is 2500 psi. 2. Post - tension steel Is minimum W diameter. 7-wire, low - relaxation strand In accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strength of 41.3 k. 3. Anchorage is monostrand -type anchor system with current ICBO approval using a ductile Iron casting of el least 2.25 x 4.5 of bearing and reusable pocket formers on all stressing ends. 4. It Is the designer's responsibility to provide reinforcement to tie cold - joints and to resist bending stresses In the foundation due to anchor uplift. L14- 31 02 -02 -2009 JAMAL MUBARAK 13613 1/2 52 AVE S TUKWILA WA 98168 RE: Permit No. D08 -081 13619 52 AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/21/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D08 -081 • SH DD STEPHEN H A R L A N DESIGN DOCUMENTATION • Residential Design • Custom / Pre Designed • CAD Documents 509 Bronson Way NE Renton, Washington 98056 City of Tukwila Building Department 6300 Southcenter Boulevard #100 Tukwila, Wa. 98188 June 6, 2008 Re: Mubarek corrections letter #1 / Permit # D08 -081 Dear Mr. Johannessen: My client has asked me to produce changes to his project and I have done so. Per a phone conversation that you and I some time back, I am enclosing 2 copies of the affected drawings. Accompanying these drawings are 2 copies of structural calculations from the engineer of record. The change requested by my client is simply the addition of a balcony serving the master bedroom. Modified drawings all have a handwritten date change to 6/5/08. Please be so kind as to attach /replace these drawings to your record sets. Sheets Change CS Balcony indicated on Site Plan /Imperious recalculated /revised front elevation shown Al Upper Floor plan has been changed by relocating M -Bed window somewhat towards center of wall, the inclusion of a 30 inch wide glass panel door, the slight repositioning of a couple electrical, the additon of a switch and light to service the new balcony, outlets, and the removal of the "optional wall and door" for the Alcove. A2 Balcony shown on Front Elevation with supporting notes /dimensioins /Window Schedule updated To reflect new glass swing door and some window model numbers adjusted A4 Main Wall Framing header over garage door /acrooss front revised to PSL per engineer Upper Floor Framing revised to show new flush LVL beam, 2X12 treated joists, and supporting notes and dimensions A5 Upper Wall Framing reflects wall opening changes from sheet Al and a header change at window per the engineer. Dimensions changed slightly and a couple notes added at door and window. Thank you and Sincerely, Stephen arlan (425) 226 -4206 voice / 1dx March 26, 2008 Jamal Mubarak 13619 — 52 Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Application Number D08 -081 Mubarak Residence —13619 — 52 " Avenue S Dear Mr. Mubarak, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Public Works Department: Joanna Spencer, at 206 - 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -081 • Cizy of f Tukwila P:\Pe"nit Center \Correction Letters\2008\D08 -081 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • 0 Date: February 15, 2008 Project Name: Mubarak Addition Permit #: D08 -081 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Equipment and appliances having an ignition source located in private garages shall be elevated such that the source of ignition shall be elevated 18 inches above the floor on which the equipment of appliance rests. The washer and dryer shall be required to be raised to meet this code requirement. In addition a minimum 30 inches working space shall be required at the front of the appliance. (2006 IMC 304.3, IRC M1305.2, IRC M1307.3) 2. Appliances located in a garage shall be protected from impact by automobiles. Provide a barrier or bollard to protect the appliances. (IRC M1307.3.1) 3. General notes reference 2x2 washers for anchor bolt at foundation plates. Revise notes to require 3" x 3" x 1 /4" galvanized hot dipped galvanized washers with anchor bolts for wall plate anchors at the mud sill. (2006 IRC R602.11.1) 4. Stair tread detail on page A5 shows a 9 inch dimension for stair tread. In addition insulation references out dated energy codes. Please revise detail to show compliance with the current 2006 building and Washington State energy codes. (2006 IRC R311.5.3 & 2006 WSEC) 5. Please identify on the plan how the additional space shall be heated. The additional heated space shall comply with the 2006 WSEC. Complete the remaining portion of the Residential Heating and Ventilation Compliance From. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: March 25, 2008 PROJECT: MUBARAK ADDITION 13619 52 Ave S PERMIT NO: D08 -081 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit a storm drainage plan showing proposed storm drainage system for your new addition. Refer to attached King County Small Sites Drainage Requirements. 2) Minimum 20 ft of your existing driveway behind existing sidewalk shall be paved. P: joanna/comments 1D08-08 1 • 0 PUBLIC WORKS DEPARTMENT COMMENTS ACTIVITY NUMBER: D08 -081 DATE: 6 -9 -08 PROJECT NAME: MUBARAK ADDITION SITE ADDRESS: 13619 52 AV S Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: f Btliimi DivOn " Public Works Complete Comments: PERMIT COORD COP? PLAN REVIEW /ROUTING SLIP APPROVALS 0 CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DUE DATE: 6-10-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route 1 Structural Review Required No further Review Required q n 4 ❑ REVIEWER'S INITIALS: DATE: king -o ff - Division Permit Coordinator ❑ DUE DATE: 7 -8 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 DATE: ACTIVITY NUMBER: D08 -081 DATE: 04 -30 -08 PROJECT NAME: MUBARAK ADDITION SITE ADDRESS: 13619 52 AV S Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # X Revision # 'I After Permit Issued DEPARTMENTS: 6 -(1) B II • g Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-01-08 Complete RI Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DUE DATE: 05 -29-08 Approved 7/ Approved with Conditions n Not Approved (attach comments) n APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Review Required DATE: Planning Division Structural ❑ Permit Coordinator n Not Applicable (� No further Review Required ❑ DATE: ACTIVITY NUMBER: D08 -081 DATE: 04 -04 -08 PROJECT NAME: MUBARAK ADDITION SITE ADDRESS: 13619 52 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: 'd B u Id(ng "Divlslon Fire Prevention P b i W k .vv s t i, -o(e2 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required I No further Review Required ❑ d n DUE DATE: 04 -08-08 DATE: DUE DATE: 05 -06 -08 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bull" dilhg D dikiktA A Public Works Complete Comments: TUES/THURS R UTING: Please Route REVIEWER'S INITIALS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 f 46 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -081 DATE: 02 -12 -08 PROJECT NAME: MUBARAK ADDITION SITE ADDRESS: 13613 1 /2 52 AVE S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 612 1 ) 2- 0 '00 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n u Planning Division n Permit Coordinator DUE DATE: 02 -14 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: DATE: Not Applicable DUE DATE: 03 -13 -08 Not Approved (attach comments) n Permit Center Use Only 2 CORRECTION LETTER MAILED: 7 " ,'c Departments issued corrections: Bldg Fire ■ Ping 0 PW u Staff Initials :(`+ /'ry'�/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 4 -30-61 14-4 S - --o s J t M Summary of Revision: 5+r,a.,,,,, e co 6 a_ Received by: > My L ✓d REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS Z (Q - `i - (fl Summary of Revision: a_ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS Z (Q - `i - (fl Summary of Revision: a_ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS Z (Q - `i - (fl J (¢ -X 3-0 ( a_ Summary of Revision: S4vvt wwN( Ca,L w q,,,, 4.ac,C 4,1,4,(, Over gam.y t- Received by: O V ,c M J 2 c-- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 140134 S. oev.r,.e SITE ADDRESS: \3 ( (� �- � S REVISION LOG PERMIT NO: P - O S ORIGINAL ISSUE DATE: L t -,4 -08 (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0G O qr Plan Check/Permit Number: -0 -0 S I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # (f Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: M �1 13A.2 -+ i' � Q Project Address: ' 52 S - I J Kw ILA ON 914:3:3 J Contact Person: AVA— M u B 1 . Phone Number: 07 CG DSO g 37 Summary of Revision: W� ever v 2 i— � �r-C S (;. I S� 7Je c Acc U f P�2 FL0 Q- e Ova C - i - Ae Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on lapplications\forms- applications on linelrevision submittal Created 8-13 -2004 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director O� EiC� Choi= rttA 1 JUN 0 9 2008 PE :Ml1 Date: © 30.0g Sheet Number(s): Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c Entered in Permits Plus on 4 ---t ‘applications\forms- applications on linelrevision submittal Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WW 43i 4 it, Project Address: J % ! I � j�`' t � Pk-Je S T) I (-4Ps 1r-) roc? Contact Person: GI't✓\q ( Phone Number: 0;'7? Summary of Revision: S 9 S 2- RECEIVED r LA 8 PERMIT CENT Date: 04 k D4, DS • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -001 i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # _ • Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: MUBARAK ADDITION Project Address: 13619 — 52 Avenue S Contact Person: Jamal Mubarak Phone Number: Summary Qf Revision: arcJ f24 G,Akerci r R JZ c cL • RECEIVED 0 PERMIT CENTEH Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 4 x-4-00 G \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplanOci.tukwila.wa.us AFFIDAVIT IN ]LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) , states as follows: Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 PERMIT NO: ThoE 0,39 ? o 63 [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. / , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I maybe waiving certain rights th . 0th .. a hav under state law in any decision to engage an unregistered contractor to p - to before me this ,S day of , K1 I , 2o . NO ARVPUBLIC in and for the State of Washington Residing at K Name as commissioned: , County My commission expires: �s ay -� d 18.27.090 Exemptions, The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor, 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer, 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. ■ • 6 e 5 ik4, STEPHE ' t Fit -�41�i E} S(G ;11r-onson ,hex NE e 7 f at " , 0 5 X - 25) DOCUMEl' TAT)ON 220 -4-205 a FILE: Mubarak BASE: CUSTOM JOB: 102405 DATE: This document, and the informat on, work, and design hereon has been produced by and is the sole property of SN /DD, and may not be resold, reused, or reproduced, mechanically or otherwise, in whole or in port. other than may be con tFact y fly stipulated. /DD I 9 e f'S CSH © 2007] Mubarek Addition 13613 -1/2 52nd Ave 5, Tukwila, Wa. 98168 Cover Sheet Sheet! , ee.—„,_ INK SIGNATURE REQUIRED FOR PERMIT: C s IMPERVIOUS SURFACE: PROPERTY AREA = 8,177.0 SF HOUSE /DECK /BALCONY = 1.833.5 SF GRAVEL DRIVE = 2,117.13 SF IM PERVIOUS SURFACE = 48.3 % ZONING: LDR LEGAL DESCRIPTION FOSTER STEPHEN —D C # 38 BEG AT NXN OF , 1LFP OF FOSTER ST & W LN OF SEC 14.p `,++ TH N 71 -53 -00 E 126 FT TH N 4 `. —00 E 58.64 FT TH N D 34 Q E 117.84 FT TH N 29 -30 -00 E 1'94,78 FT TH S 83 -47 -00 W 152.58 FT ,T), ; 'f C,1B TH S 93- 47--00 W 14.75 FT TH 41- 53--00 W 27.75 FT TH S 22- 30--00 E 191.50 FT TH N 34 -10 -00 E 45.25 FT TH N 29- -30-00 E 19.75 FT TH NWLY TO BEG DATUM BASE KING COUNTY RECORDS PROPERTY ADDRESS 13613 1/2 52ND AVE S TUKWILA , WA. PARCEL NUMBER: 0003000087 S 22 -23 -00 E 191.50' EXISTING `-'—>• ROCKERY ON ADJACENT PROPERTY 0" BSBL FIRE HYDRANT ---- . O 5 10 20 40 S 71- 53--00 W 27.75' 10 BSBL �— DUST DRIVE 15. 7 LOT 12 GRAVEL D' WIDE V V SITE PLAN 1"=20 EXIST HOUSE 49.0'x25.0' 20' —O" BSBL S 83- -47 -00 W 14.75' I STARTING POINT FOR PROPERTY LINES PER KING COUNTY LEGAL DESCRIPTION ROOF LINES J I 1 I N 34 -10 -00 E 45.25' 148.60' +/— 4'x16' BALCONY NEW GRAVEL DRIVE B S L N 29-30-00 E 19.75' SOILS /EXCAVATION /EROSION CONTROL: EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE REVIEWING /INSPECTING AUTHORITIES STANDARDS. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AN APPROVED EROSION CONTROL SYSTEM UNTIL SUCH TIME THAT FINAL LANDSCAPING SHALL MAINTAIN CONTROL OR REMOVAL IS APPROVED BY THE INSPECTOR(S). A HARD SURFACE CONSTRUCTION ACCESS PAD IS REQUIRED AT THE POINT OF SITE ACCESS FOR VEHICLES. THIS PAD MUST REMAIN IN PLACE UNTIL PAVING IS PUT DOWN. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BY FIELD SURVEY AND /OR THROUGH AVAILABLE RECORDS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID UTILITY LOCATIONS NOT SHOWN WHICH MAY BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SPECIAL PRECAUTIONS ARE UNDERTAKEN SO THAT NO CONCRETE OR CONCRETE BY— PRODUCTS ARE DISCHARGED INTO ANY STORM STORM DRAINAGE SYSTEM. A SEPARATE HOLDING AREA MUST BE PROVIDED ON THE SITE TO CONTAIN WATER FROM ALL EXPOSED AGGREGATE SURFACES. Iy uI*11 ti 1 l�l ?i - r - ` L i1�rhi' 'r� ` MT Y 1417 I j�� 1 J L h`ii'- FL' 'rUi` . F I T / \ _ lit `e •r1 ffl*rf h`l rte ' J1 'I 11 a l.Y . .J1 1.L i; ihL i `I`r�iLl � 1 H T Y - a� L- 1 , u , • AMMON -.11111111111M-11 ►i11•1•1111■■11•111 d •fI�II1fIIlIl11■�Ii 11■1M►_ — I.1■I.t_ U11U1�11 ■U111•i . L�f1f1•I��I��1n / FRONT ELEVATION 1/4-.1J-0" (SOUTH) MIN MIN NMI INN III• �. — MI II n � imi II IIIIIIIIIIIIII •iiiiiIiuiftlIn uiIII1� MI II 111111111M 101111111111111111 nhiui= ■1riiiiiiiuuiiiuuiiiuuu� REFERENCE 4_11102:1_ 04 G DETAIL IDENTIFIER WALL OR PARTIAL SECTION FULL BUILDING SECTION NOTE REFERENCE WALL TYPE REFERENCE INTERIOR ELEVATION GRADE / "TOP or ELEVATION DETAIL LABEL STRAP /HOLDDOWN /ANCHOR GENERAL GRAPHICS Rt.:VISION t2oe marl to t he et , ch3f, be of Work ,,I rith O ut prior apprrn,, R t of Tukwila Building Division. NOTE: Revisions will require e new pl ?n I Ihr 1 t!.)I and may include additional plan rev ?m. f ees I Permit No. c ; ry r / SEPARATE PERMIT REQUIRED FOR: (t Mechanical gr Electrical fir Plumbing [Gas Piping City of Tukw BUILDING DIV.,,1 3 _^ review approval 1s su to err a r ssIt. P1 rQv 5'w alp :,�.... to Approval of construction . itx► urnentS does fact authcriza the violation of any adopt ° cods or ordinance. Rar.'_ of approved pp i conditions is ac's o c cd: city e Tulaviia DESCRIPTION: NEW SF RESIDENCE FLOORS: 2— MAIN and UPPER CONSTRUCTION: TYPE VN w/ 1HR SEPARATION BETWEEN GARAGE and HOUSE OCCUPANCY: R3 and M1 ZONING: LDR BLDG JURISDICTION: TUKWILA, WA. PROJECT DATA aeon oar, REFERENCE LOWER LEVEL (Unheated) MAIN LEVEL UPPER LEVEL 4. N/A SF 243.00 SF 641.00 SF TOTAL SQUARE FOOTAGE 884.00 SF (STAWAYS ARE INCLUDED IN EACH LEVEL. AREAS "OPEN —TO— BELOW" ARE NOT COUNTED) GARAGE DECK 465.56 SF N/A—EXIST SF AREA SUMMARY REFERENCE PAGE: CONTENTS: CS ARCHITECTURAL DRAWINGS: Al A2 R1 R2 CONSTRUCTION /STRUCTURAL DRAWINGS: A3 A4 A5 ENGINEERING DRAWINGS: S 1 S 2 REFERENCE TABLE of CONTENTS PROJECT DATA VICINITY MAP AREA SUMMARY DRAWING /GRAPHICS KEYS SITE PLAN MAIN and UPPER FLOOR PLANS FIXTURES, FINISHES. AND ELECTRICAL DOORS, WINDOWS, AND CABINETS ACCESSORIES AND PRODUCTS EXTERIOR ELEVATIONS FOUNDATION CODES and SPECIFICATIONS FRAMING CODES and SPECIFICATIONS GENERAL NOTES PLUMBING /SEWER NOTES VENTILATION NOTES INSULATION NOTES INFILTRATION NOTES WSEC CHAP. 4 WSEC INFORMATION WINDOW SCHEDULE FOUNDATION PLAN MAIN FLOOR FRAMING FOUNDATION DETAILS ENGINEERING MAIN WALL FRAMING UPPER FLOOR FRAMING ENGINEERING UPPER WALL FRAMING ROOF FRAMING PLAN ATTIC VENTILATION CALCULATIONS BUILDING SECTION A —A STAIR SECTION ENGINEERING SHEAR NOTES AND WALL SCHEDULE ENGINEERING DETAILS TABLE of CONTENTS TAB_CONT GENERAL INFORMATION: THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS HAS BE PRODUCED BY AND IS THE SOLE PROPERTY OF SH /DD. SH /DD HAS PRODUCED THESE DOCUMENTS FOR THE SUBJECT PROPERTY ONLY; REVIEWING AUTHORITIES CITY OF TUKWILA, WA. PROPERTY OWNER /CLIENT: MR. Sc MRS. JAHMAL MUBAREK CODE INFORMATION /SPECIFICATIONS: TO THE BEST OF SH /DD's KNOWLEDGE THESE DOCUMENTS CONTAIN SUFFICIENT AND CORRECT INFORMATION TO CONTSTRUCT THE DESIGN CONTAINED HEREIN BY EXPERIENCED AND QUALIFIED INDIVIDUALS. KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES. IT IS THE RESPONSIBUTY OF THE CONTRACTOR(S) TO COMPLY WITH ALL APPLICABLE CODES, AND THE DESIGN CONDITIONS CONTAINED WITHIN THESE DOCUMENTS. PROCEEDING WITH WORK THAT IS IN CONFLICT OR VARIATION WITH DESIGN CONDfT1ONS WITHOUT APPROVAL FROM SH/DD SHALL BE AT SOLELY THE CONTRACTOR'S RISK IN ALL RESPECTS. CODE COMPLIANCE BY THIS DESIGN IS ACCOMPLISHED THROUGH BUILDING DESIGN, DIRECT REFERENCE TO UBC SECTIONS AND TABLES, AND GENERAL CALL—OUTS AND INSTRUCTIONS. REVIEWING AUTHORITIES MAY ENFORCE ADDITIONAL REQUIREMENTS DURING CONSTRUCTION. ALL APPLICABLE CODES. BOTH IRO AND LOCALLY ORIGINATED SHALL BE CONSIDERED PART OF THESE DOCUMENTS. COPIES OF BUILDING CODES MAY BE OBTAINED FROM THE REVIEWING AUTHORITIES. DRAWINGS: THE APPROVED PLANS MAY NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL, AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES WHENEVER CONSTRUCTION IS IN PROGRESS, GENERAL NOTES REFERENCE I 1"I I � I I I lay I I I I fay iwim`vi�Efi sfrfi +R7pi¢ittw19AA►dfseyt ua BOLLARD PER FDN PLAN 5 xo INSULATE EXT'R WALLS w/ R -21 EXIST BED-2 L /////------ ----EXIST WALLS TO I-BE REMOVED EXISTING DECK Sc PORCH TO BE REMOVED LINE OF D 5 FL ABV 9 OH GAR DR EXIST LIVING EXISTING DOOR RELOCATED 36 "x36" STEP 5040 xo NEW WINDOW IN EXIST DOOR R.O. WP EXIST DECK 2x6 CEDAR RELOCATE W/D FROM KITCHEN INSTALL ON 72x30 PLY DECK SO THAT IGNITION SOURCE IS la" ABOVE TOP OF SLAB O x 0 x MAIN FLOOR — 243.00 S.F. 1/4-.1'-0- • SEE SHEET 'A4' FOR DIMENSION /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED AREAS. ELECTRICAL NOTES — ALL PRODUCTS AND WORK TO COMPLY WITH THE 2003 INTERNATIONAL RESIDENTIAL ELECTRICAL CODE. — LIGHT FIXTURE TYPES AND LOCATIONS ARE SUGGESTED OWNER MAY SPECIFY DIFFERING FIXTURES AND SWITCH LOCATIONS. — PROVIDE THERMOSTAT 51" ABOVE FLOOR PER HVAC CONTRACTOR -- COORDINATE DOORBELL AND CHIME LOCATION w/ OWNER — COORDINATE SPECIALTY ITEMS SUCH AS SOUND SYSTEMS„ COMPUTER NETWORKING LINES, INTERCOMS, SECURITY, ETC.. WITH OWNER. — DO NOT DRILL THROUGH STRUCTURAL POSTS, HEADERS, OR BEAMS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. — ALL RECESSED FIXTURES TO BE SEALED AND HAVE INSULATION CONTACT RATING. -- 110v OUTLETS TO BE SPACED 12' --O" APART MAX AS MEASURED ALONG WALLS. -- GFI OUTLETS IN KITCHEN SHALL BE SPACED 48" APART MAX AS MEASURED ALONG WALLS. -- ALL EXTERIOR OUTLETS TO BE GFI w/ WP COVERS and GASKETS. M —SED 285 SF BED-2 134 SF BATH 65 SF ENTRY 220 SF ELECTRIC HEAT AREA SF x 21/3.413 = WATTS 1000 WATTS PROVIDED INSULATE EXT'R WALLS w/ R-21 1754 WATTS 825 WATT'S 400 WAITS 1354 WATTS 220v x 20o rnp x .80 = 3520 WA'rrS (MAX ALLOWABLE ON CIRCUIT) USE DEC "PICK —A —WATT" IN WALL HTRS 1750 WATTS) 1000 WATTS) 500 WATTS) 1500 WATTS) VENTILATION PROVIDE R -4 INSULATED DUCTS TO BEDROOMS FROM EXTERIOR SCREENED FRESH AIR INLET COORDINATE SUPPLY FAN w/ EXHAUST FAN SO AS TO OPERATE SIMULTANEOUSLY 0* 0 2X4 NAILERS TYPOF2 0 MAIN FLOOR WALLS BELOW PLANT SHELF 4x4 POSTS ' � --MTL RAILING TYP OF 3 36" HIGH M94 W 9 IR I . �� 35 ibi�ad .aEiA8318dAi26&Id.idB,ieli m IA? - 4 •r 1 J!! TAVAMW A V AVIIIIVAWIIAWAWIAVLWZIZWNAZVAVINAWSAVWIPS '11 VI4 # S 1 # i Ci" et b la R 30 / 3 HTR IN WALL ALCOVE CPT HTR WALL IN FAN VTO 50 CFM 36" VAN BATH-2 UN �L 411 J 111 ._ �4 ► f i A T �b ° i � c i gd r� 3 g b' t i' �i �g d �iYL �i; E4 2 TSG 4 xO 2 3 CS OPEN u COUNTE UPPER FLOOR — 631.00 S.F. 1/4-.1 0 ABOVE OUTLET 0 0 0 U) 0 M 0 e SEE SHEET 'A5' FOR DIMENSIONS /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED AREAS. OUTLETS: OUTLET — DUPLEX — 110V OUTLET — 3 TAB 220V • OUTLET — DUPLEX — WIRED ® OUTLET -- SPECIAL OUTLET --- DUPLEX — WATERPROOF WP OUTLET — DUPLEX — GFI +42 SWITCHES: SWITCH -- SINGLE POLE _,q.. SWITCH — 3 —WAY LIGHTS: • CJ TOY % tk l► A\ ■■ lir `UI. .A .AA ain. \r' ,r ' r MISCELLANEOUS: DOB 1/1 CH � IC TV 3, EM DOORBELL CHIME INTERCOM THERMOSTAT TELEVISION ELECTRIC METER EP • _o_ 4 SWITCH -- 4—WAY -Eg.. SWITCH -- DIMMER 0 CEILING LIGHT -- SURFACE MOUNT CEILING LIGHT -- RECESSED WALL LIGHT — SURFACE MOUNT FAN /LIGHT COMBINATION — RECESSED WALL LIGHT (GANG) — SURFACE MOUNT CEILING LIGHT (TRACK) — SURFACE MOUNT FLOURESCENT LIGHT — MOUNT WHERE SHOWN ON DRAWINGS ELECTRICAL PANEL SMOKE DETECTOR INTERCONNECT -1 10v FAN — vro TELEPHONE ELECTRICAL KEY REFERENCE FILE: Mubarek JOB: 102405 P JUN 23 ma '"4 kwila p n it 5 BASE: CUSTOM Mubarek Addition 13613-1/2 52nd Ave S, Tukwila, Wa. 98168 Main /Upper Floor Plan Cabinetry, Fixtures Finishes, Electrical, HVAC Doors, Windows, Features Al Sheet: DATE: f'h�7 -�� This document. and the information, work, and design hereon has been produced by and is the sole property of SH/DD, and may not be resold, reused. ar reproduced. mechanically or otherwise, in whole or in part, other than may be contractually stipulated. SH /qR 0 2007> w j� Y %% �Y t.� 4, !dye ✓'j '� , ,� EP N F I IjkF I. /1:7;, � j Y z � p "rN A 13'ocU1vt 'NTA`$ Q 9�$r,laearr'� 7,41Na $6A.@' (425 ',220. P FILE: Mubarak BASE: CUSTOM JOB: 102405 DATE:-46/-191.122-00 This document, and the informat on, work, and design hereon has been produced by and is the sole property of SH/DO, and may not be resold. reused, or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. 2007> <SH /OD © Mubarek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Exterior Elevations Sheet: I r In /,I►� /f /rA " Irlei . ' , W,' INK SIGNATURE REQUIRED FOR PERMIT: A2 3 -TAB COMP SHINGLES o/ 15# LOG FELT a/ 7/16"0513 CONTINUOUS M11. GUTTER 0/ 1x8 CEDAR FASCIA _EMIL r. �rrlrrrrr r. .,■rani lii TI II I■u.■il ■ _� ■I ■I ■1• ■•1■ ■1 ■I■■■■ ■1 ■I ■ II #II■ ■■NIIIII ■ ■I ■111■ li = I • 1 � It I■ I 11:1:�■ 01111•I11■11 M N I . 1 i ■ ■1 ■1 ■1 ■ ■ ■I.IA1� ■ I 1 1•••• ■ ■I • u• � ■I■ 1 ..■ 1� �1�iman 1 may ■ •�: uiil�iii1111�i11i11111�iiri�ilQ i� =■u1�IU■■1I�i millad■1■ 1.1�::':..�� 1��..11.1 ■.�..1�1 1 MUMELIIIIIIIIIIIIIM ■ 1■I■■ 1 ■1 ■ 1 RIGHT ELEVATION 2x10 TRIM BAND 2x4 WINDOW TRIM 24 "x18" VENT ----a THIS END ALSO n r LEFT ELEVATION - - 2x6 CORNER BDS / TSG i 0 0 \ TSG \ EXISTING DECK RE -BUILT REPAIRED AS REQUIRED NO LOCATION MANUF'R MODEL NO 1 MAIN FL 1 MAIN FL 1 UPPER FL 1 UPPER FL 1 UPPER FL 1 UPPER FL 1 UPPER FL 2 UPPER FL 1 UPPER FL MILGARD 5471 2'--6" 4' -0" MILGARD 5170 5'--0" 4' -0" MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD SIMPSON 5170 5170 5471 5170 5571 52720 7002 W M TYPE W--0" 6 . -0 . 2' -6" 4 ._ 0 . 2'--0" 2 ' -0 " 2 ._ 6 " 4 -0" 4 3 4 2 -0 " 3' -0" 3' -O" 6' -8" MAT'L GLZ U AWNING VINYL 1/2" -ARG .30 10.0 SF 3.33 SLIDER VINYL 1/2" -ARG .35 20.0 SF 7.80 SLIDER SLIDER AWNING SLIDER CASEMENT SH SWING VINYL VINYL VINYL VINYL VINYL VINYL WOOD 1/2" -ARG 1 /2" -ARG 1/2" -ARG 1/2" -ARG 1/2" -ARG 1 /2" -ARG 1/2" -ARG .35 .35 .33 .35 .33 .34 .36 24.0 SF 20.0 SF 8.75 SF 16.0 SF 6.0 SF 12.0 SF 16.7 SF TOTALS: 133.45 SF 49.78 UA (average) 0.373 NOTES: ALTERNATIVE WINDOWS ALLOWED PROVIDING UA (average) DOES NOT EXCEED 0.35. WINDOW SCHEDULE REFERENCE A UA 9.36 7.80 2.89 6.24 1.98 4.68 6.00 CEDAR SHINGLES 6" EXPOSURE 1 12 4x4 TREATED POST WRAPPED w/ 1x CEDAR ■ gI T: 24 "x18" VENT 12 12 ice ■.r ■� %Llrl 1i1Iti.� ■ 1111111111111b.- 1111111111111b.- . dII 1■IMMIll I �:11■1 R . ■ _ u l A ll('ITIi 11 Illli it l�11 II I yI� Jr' il. �il ;- 11 i T`I$ r y li' 1 1� ` I fi�'`i' i f i Iir" ILL 1 H I I I -I `I I�'I'I I! I fl I I I • I� '• J Ii L hj•Ih5-171- JT` Ii n 1 r T `I 7 - ii r i -r I'-Ii1 ILi ` IY•1 - i -L J l ' . I I rY -LeTY- i `it u , 1 u - rYTY 1 1 I I T 1 I I I I T ) i • I� (L•1T I fl IT 1 1 1 1 1 Il`Ii 1 1 1 1 I L 11 IT Ij - J.i. J.I. 11. It. 4-L Ji. LJ. 11 -LL J-L 11 FRONT ELEVATION 1/4-.1§-0" (SOUTH) • PROVIDE GALV SHEET METAL FLASHING AT ALL ROOF PENETRATIONS INCLUDING • CAULK AT ALL JOINTS & PENETRATIONS 1r 2x5 TRIM 1111111111111b. CEDAR & COUNTER FLASHING CHIMNEYS. IN EXTERIOR WALLS. 1x8 CEDAR RAKE SOS CEDAR SHINGLES 6" EXPOSURE 2x6 TOP & BOTTOM TRIM 2x4 SIDE TRIM FRONT ELEV ONLY 4x4 RAILING AT or TREATED POST MTL RAI S LI w / BALLUSTERS AT 4" CLR SPACING, MAX TOP AND BOTTOM RAILS TO RESIST 20 # /LF HOR LOAD BEVEL SIDING a/ 15# BLDG FELT a‘ 7/16" 058 SHTG 6 TO WEATHER 7n a 7n 9' —O 1/2' 5' —Q" 9' -0 1/2' co N 1 TOP OF BEAM --3N °' FLUSH w/ TOP OF 4x8 d� BEAMS IN 2- 1- 1/2 "x1 1 --7/8" L.SL —0" 5'- TOP OF MAIN FLOOR PLATES NOT UNDER FLOOR JOISTS TO MATCH EXIST PLATE HEIGHT (APPROX 7' -8 ") TOP OF PLATE UNDER TJI FLOOR JOISTS TO BE A MAXIMUM OF 8'- 1 --1/8" ABOVE ENTRY /EXIST SUB —FL 4x4 POST HUC41O HANGER L. 0 x GIRDER TRUSS ECC POST CAP 4x10 111111 IIIIlI1 3' -6 1/2' SW- 3' -6" 32' -6 1/2" 7 MAIN WALL FRAMING 1 /4"= 1 —0" 5 0 6 10 3 -3" 2 4 III111IL111111111111 3' -11 1/2' 4 -P1- -6 4 9 (0 11 11tIX1111�II11111III11IFIIIIII IILIII t7 CV "at CD 0) PORTAL FRAME ENTIRE WALL 18'-6" 9'--3" 11' -0" SW--P 1 -6 11' —O" 3-- 1/2 "x9 1/2" PSL (NO SPUCES) SHEAR WALL NOTES DENOTES SHEAR WALL TYPE — SW —P1-4 SEE SHEET Si FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP ale FROM MAIN FLOOR WALLS TO UPPER FL WALLS SEE TYP DTL 10/S1 FOR STUDS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/31 & 1 1 /S1 SHEAR WALLS PER ENGINEER, SHEET S1 a 4 2' -6" 4- a 0 a 1 a W • SEE SHEET 'R1' FOR ADDITIONAL NOTES.. • SEE SHEET 'Al' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. • TOP OF WALL PLATES AND RETAINING WALL MUDSILLS TO BE FLUSH. 1 SIM w/ 4x12 BEAM PER 4/S1 S2 SIM w/ 4x12 BEAM PER 4/S1 IIJ P D RI L TIMBERSTRAND DBL TIMBERSTRAND RIM a 2 ca FLUSH BEAM 4- r l i0 SIM C BLKG BETWEEN JOISTS r - I r - 1 6 —S 3/4" a 0 0 J 4-- TIMBERSTRAND RISER (2) 1 -3/4 "x11 -7/B" LVL (FLUSH) r 9 S2 BEAN r PE F L 4 -1 15' -10" 4. r 1 TIMBERSTRAND RIM r i r -1 6 --8 3/4' r - I r 1 r 1' -4" w TYP FLOOR JOISTS 11 - 7/8" TJI's, 16 "oc L/360 DEFLECTION TJI PRO RATING OF 40 INSTAILL CONT'S 1 PLY OR OSB SPACER BETWEEN TOP PLATE AND BOTTOM OF JOISTS AS NEEDED TO FLUSH OUT 2x12 w/ TJI 2x12 © 16 "oC TREATED, TYP AT BALCONY TOP FLUSH w/TJI's CUT TOP OF 2x12 JSTS AT 1/4 JFT AT BALCONY FOR DRAINAGE UPPER FLOOR FRAMING 1 /4 '1 =1 ' -0 " • SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOISTS. • TJI MFR SHALL SPECIFIY GRADE, REQ'D BLKG, AND HANGERS AND MAY ADJUST SPACING TO REDUCE GRADE. INSTALL AND FIELD CUT ONLY PER TJI MFR'S SPEC'S • 7, AO 41a117 6'8 S 3EA { HARLA D of Tel CEO! )TiiI ENTAI fOI+E iif 5 FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: rCfeti This document, and the informaton, work, and design hereon has been produced by and is the sole property of SH /DD, and may not be resold, reused, or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. CsH /oD ® 2007> Mubarek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Main Wall Framing Upper Floor Framing Posts, Beams, Headers Anchors, Engineering Sheet: AmmIN ,... PERMIT: A4 „,,, NW- INK SIGMATUR REQUIRED FOR 7n a 7n 9' —O 1/2' 5' —Q" 9' -0 1/2' co N 1 TOP OF BEAM --3N °' FLUSH w/ TOP OF 4x8 d� BEAMS IN 2- 1- 1/2 "x1 1 --7/8" L.SL —0" 5'- TOP OF MAIN FLOOR PLATES NOT UNDER FLOOR JOISTS TO MATCH EXIST PLATE HEIGHT (APPROX 7' -8 ") TOP OF PLATE UNDER TJI FLOOR JOISTS TO BE A MAXIMUM OF 8'- 1 --1/8" ABOVE ENTRY /EXIST SUB —FL 4x4 POST HUC41O HANGER L. 0 x GIRDER TRUSS ECC POST CAP 4x10 111111 IIIIlI1 3' -6 1/2' SW- 3' -6" 32' -6 1/2" 7 MAIN WALL FRAMING 1 /4"= 1 —0" 5 0 6 10 3 -3" 2 4 III111IL111111111111 3' -11 1/2' 4 -P1- -6 4 9 (0 11 11tIX1111�II11111III11IFIIIIII IILIII t7 CV "at CD 0) PORTAL FRAME ENTIRE WALL 18'-6" 9'--3" 11' -0" SW--P 1 -6 11' —O" 3-- 1/2 "x9 1/2" PSL (NO SPUCES) SHEAR WALL NOTES DENOTES SHEAR WALL TYPE — SW —P1-4 SEE SHEET Si FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP ale FROM MAIN FLOOR WALLS TO UPPER FL WALLS SEE TYP DTL 10/S1 FOR STUDS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/31 & 1 1 /S1 SHEAR WALLS PER ENGINEER, SHEET S1 a 4 2' -6" 4- a 0 a 1 a W • SEE SHEET 'R1' FOR ADDITIONAL NOTES.. • SEE SHEET 'Al' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. • TOP OF WALL PLATES AND RETAINING WALL MUDSILLS TO BE FLUSH. 1 SIM w/ 4x12 BEAM PER 4/S1 S2 SIM w/ 4x12 BEAM PER 4/S1 IIJ P D RI L TIMBERSTRAND DBL TIMBERSTRAND RIM a 2 ca FLUSH BEAM 4- r l i0 SIM C BLKG BETWEEN JOISTS r - I r - 1 6 —S 3/4" a 0 0 J 4-- TIMBERSTRAND RISER (2) 1 -3/4 "x11 -7/B" LVL (FLUSH) r 9 S2 BEAN r PE F L 4 -1 15' -10" 4. r 1 TIMBERSTRAND RIM r i r -1 6 --8 3/4' r - I r 1 r 1' -4" w TYP FLOOR JOISTS 11 - 7/8" TJI's, 16 "oc L/360 DEFLECTION TJI PRO RATING OF 40 INSTAILL CONT'S 1 PLY OR OSB SPACER BETWEEN TOP PLATE AND BOTTOM OF JOISTS AS NEEDED TO FLUSH OUT 2x12 w/ TJI 2x12 © 16 "oC TREATED, TYP AT BALCONY TOP FLUSH w/TJI's CUT TOP OF 2x12 JSTS AT 1/4 JFT AT BALCONY FOR DRAINAGE UPPER FLOOR FRAMING 1 /4 '1 =1 ' -0 " • SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOISTS. • TJI MFR SHALL SPECIFIY GRADE, REQ'D BLKG, AND HANGERS AND MAY ADJUST SPACING TO REDUCE GRADE. INSTALL AND FIELD CUT ONLY PER TJI MFR'S SPEC'S • 7, AO 41a117 6'8 GABLE —END TRUSS BLK FOR SIDING AND VENTS E EXIST ROOF IS COMP SHINGLES o/ 7/16” OSB o/ 1x8 HORIZ SHEATHING o/ 2x4 RFTERS, 48 "oc MONO 6/12 MONO MONO MONO X 6/12 5' -3 1/2" DER TRUSS COMMON 12' -6" w z 6/ 12 COMMON COMMON COMMON 1/4"=1'-0" 6/12 n W O GABLE —END TRUSS BLI< FOR SIDING AND VENTS 18' -8" ROOF FRAMING 2x6 RFTRS, 24 "oc AT FRAME OVER (SHADED) 8/ 12 GABLE—END TRUSS 8LK FOR SIDING AND VENTS W 0 z 6 z O I f— • SEE SHEET 'R1' FOR ADDITIONAL NOTES. • TRUSS MFR TO SPECIFY ALL TRUSS CONNECTORS. • OVERHANG DIMENSIONS INCLUDE FASCIA /RAKE BOARDS, CUT TRUSS /RFTR TAILS ACCORDINGLY. • TYP ROOF OVERHANG IS 12" • TYP ROOF OVERHANG 1S 12" • ROOF AREA BASED ON PERIMETER OF ENCLOSED SPACES 0 MAIN FLOOR WALLS BELOW b 0) MTL HANGER iii IIIIIIIIIIIIIii II I III III I I 111.111 ,7 • • HANDRAIL 1. 10" MIN. 7 -3 /n" MAX N r7 R -30 INSUL W/ VB I. V- 3/4" PLY SUB—FL o 2x6 JOISTS, 16 "oc 2x8 NAILER MTL HANGER TYP EXT'R WALL 1 2x4 FRAME WALL R-21 INSUL w/ 4 MIL VS OVER TYP FLOOR 7 1/2" BEAM /HDR PER PLAN INSTALL 2x FIRE BLKG ALONG SIDES OF STRINGERS AND BETWEEN STUDS TYP STAIR ASSEMBLY 2x TREADS w/ NOSING x RISERS 3)2x12 STRINGERS USE 4 STRINGERS IF STAIRS ARE WIDER THAN 42" 2x4 THRUST PLATE —NOTCH STRINGERS 60' 6 TREADS AT 10 0 STAIR SECTION (SI■) (SEE FLOOR PLANS) TYP FDN WALL r NUMBER OF RISERS MAY VARY BUT USE SAME FRAMING UNLESS OTHER— WISE NOTED ON PLANS. MAINTAIN A MINIMUM HEAD— ROOM OF 6'--8" BETWEEN STAIR NOSING AND CEILING FINISH DIRECTLY ABOVE. INSTALL 5 /B" TYPE "X" GWB ON WALLS AND LID OF ACCESSIBLE AREAS STAIRS. 2x4 MUDSILL (TREATED) OD ti I cv 1' I 0 A 0 CS16 C516 T 0 CL � � I ot C516 CS16 n 7 -0" —P1-6 I I 5 BF CS16 2' -6" 4 -10 1/2" 2 A 1' -1 1/2" 4x10 25' -6" CS16 0 —ALIGN w/ GAR WINDOW BELOW 5' -9 1/16" 25' -6" 4' -41/2 2 18' -6" 4X8 2 MAIN FLOOR WALLS BELOW 11111111111111111111111111111 18' -618 " 13' -7 1/2" 16' —O 6' -11" SW- --P1 -6 3 -1/2 . 9 —J2" PSL 'IIIIII11111IIIil CS16 ALIGN w/ OAR 0 6 DOOR BELOW SW—P1-6 UPPER WALL FRAMING • SEE SHEET 'R1' FOR ADDITIONAL NOTES. 1O' -2 15/16" 2' -4" CS16 A ` 0 • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16"oc, U.N.O. • TOP OF WALL PLATES TO BE FLUSH. TRUSSES, 24 "oc _ 47 -- R -21 INSUL R-30 INSUL UUUUUUUU R-38 INSUL w/ 4 MIL VB HDR PER PLAN w/ R -10 RIGID INSUL RFTRS, 24 "oc TIMBERSTRAND RIM BEAM PER PLAN BED -2 12 61TYP BLKG GIRDER TRUSS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/S1 & 11/S1 R-30 INSUL TIMBERSTRAND BLKG BUILDING SECTION A —A 1/4 "=1' ---0" • FRAMING SHOWN INDICATES PLACEMENT OF PRIMARY COMPONENTS. SEE PLANS AND DETAILS FOR EXACT PLACEMENT, SIZING, AND TYPES OF ROOF FRAMING. • SEE PLANS AND DETAILS FOR FRAMING ANCHORAGE. • ALL WOOD IN CONTACT w/ CONC. TO BE TREATED. ;CA a as a.Zk Rl 14 r�g 1ygaW .r I .% C) d�ilil W r CUT BACK EXIST TAILS FLUSH w/ FACE OF WALL FRAM'G NO SCALE Juo -. gy 01.NG a a)�1151( E - - NEW GIRDER TRUSS w/ 2x6 BOTTOM CHORD EXIST RFTRS CUT BACK SHTG 1171.128 —2 EA RAFTER EXISTING WALL FRAMING TO BE REMOVED WHERE REQUIRED ONLY AFTER EXIST RFTRS ARE FULLY ATTACHED TO NEW BEAM TRUSS CONNECT'N SHEAR WALL NOTES DENOTES SHEAR WALL TYPE SW—P1 —4 SEE SHEET S1 FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP FROM MAIN FLOOR •� WALLS TO UPPER FL WALLS SEE TYP DTL 10/S1 FOR STUDS GARAGE 05 , II () a 751 '' 5/B" TYPE 'X' GWB ON ALL WALLS& CLG 4" CONC ,r GARAGE SLAB 1/2" HD GWB w/ 4 MIL VB M —BED 7/16" 056 of TRUSSES, 24 oc R -21 3/4" PLY ON 11 --7/8" TJI's, 16 "oc 1/2" GWB ---- -� w /4NJLVB INSUL dUtr(JUULU 0 0 iA BAFFLE TO MAINTAIN 1" CLR BETWEEN INSUL & ROOF SHTG VENT BLKG ---MTL GUTTER ON 1x8 CEDAR FASCIA k m _ 1 - �+E — ° 8" FDN WALL 7/16" OSB o/ 2x6 STUDS, 16 "oc TIMBERSTRAND RIM 7/16" 059 o/ 2x4- STUDS, 16 "oc VENTILATION: ATTIC SPACES ARE TO HAVE EAVE VENTS EQUALLING 1 150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36" ABOVE THE EAVE PLATE. IN WHICH CASE THE VENTING AREA -- MAY BE REDUCED TO 1 /300TH OF THE AREA TO BE VENTED. FREE AIR CALCULATIONS: GABLE END VENTS: 0.45 x VENT ROUGH OPENING ROOF SURFACE VENTS: 0.34 SF PER 8 "o UNIT OPENING ROOF RIDGE VENTS: 18 SI / LF — 0.083 SF / LF EAVE BLOCKING VENTS: 3 -2 "o HOLES — .05 SF / VENT CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS I•STALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/300) EAVE VENTS— BLOCKING /CONT'S (19) GABLE — END/WALL VENTS ROOF SURFACE /RIDGE VENTS OTHER: ( (0) TOTAL VENT AREA PROVIDED 801.00 SF 2.67 SF 0.95 SF 4.05 SF 0.00 SF 0.00 SF 5.00 SF ATTIC VENTILATION REFERENCE S'[EIo s�san "7� tss N 3 t ze cym 4zGAt 17At FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: 8-6 This document, and the information, work, and design hereon has been produced by and is the sole property of SH /DD. and may not be resold. reused, or reproduced, mechanically or otherwise. in whole or in part, other than may be contr to y stipulated. 5 a) <SH /OD 0 2007> Mu barek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Upper Wall /Roof Framing Posts, Beams, Headers Anchors, Engineering Drainage, Ventilation Sheet: * .... „ ses...-..,_ WET INK SIGNATURE REQUIRED FOR PERMR: A5 GABLE —END TRUSS BLK FOR SIDING AND VENTS E EXIST ROOF IS COMP SHINGLES o/ 7/16” OSB o/ 1x8 HORIZ SHEATHING o/ 2x4 RFTERS, 48 "oc MONO 6/12 MONO MONO MONO X 6/12 5' -3 1/2" DER TRUSS COMMON 12' -6" w z 6/ 12 COMMON COMMON COMMON 1/4"=1'-0" 6/12 n W O GABLE —END TRUSS BLI< FOR SIDING AND VENTS 18' -8" ROOF FRAMING 2x6 RFTRS, 24 "oc AT FRAME OVER (SHADED) 8/ 12 GABLE—END TRUSS 8LK FOR SIDING AND VENTS W 0 z 6 z O I f— • SEE SHEET 'R1' FOR ADDITIONAL NOTES. • TRUSS MFR TO SPECIFY ALL TRUSS CONNECTORS. • OVERHANG DIMENSIONS INCLUDE FASCIA /RAKE BOARDS, CUT TRUSS /RFTR TAILS ACCORDINGLY. • TYP ROOF OVERHANG IS 12" • TYP ROOF OVERHANG 1S 12" • ROOF AREA BASED ON PERIMETER OF ENCLOSED SPACES 0 MAIN FLOOR WALLS BELOW b 0) MTL HANGER iii IIIIIIIIIIIIIii II I III III I I 111.111 ,7 • • HANDRAIL 1. 10" MIN. 7 -3 /n" MAX N r7 R -30 INSUL W/ VB I. V- 3/4" PLY SUB—FL o 2x6 JOISTS, 16 "oc 2x8 NAILER MTL HANGER TYP EXT'R WALL 1 2x4 FRAME WALL R-21 INSUL w/ 4 MIL VS OVER TYP FLOOR 7 1/2" BEAM /HDR PER PLAN INSTALL 2x FIRE BLKG ALONG SIDES OF STRINGERS AND BETWEEN STUDS TYP STAIR ASSEMBLY 2x TREADS w/ NOSING x RISERS 3)2x12 STRINGERS USE 4 STRINGERS IF STAIRS ARE WIDER THAN 42" 2x4 THRUST PLATE —NOTCH STRINGERS 60' 6 TREADS AT 10 0 STAIR SECTION (SI■) (SEE FLOOR PLANS) TYP FDN WALL r NUMBER OF RISERS MAY VARY BUT USE SAME FRAMING UNLESS OTHER— WISE NOTED ON PLANS. MAINTAIN A MINIMUM HEAD— ROOM OF 6'--8" BETWEEN STAIR NOSING AND CEILING FINISH DIRECTLY ABOVE. INSTALL 5 /B" TYPE "X" GWB ON WALLS AND LID OF ACCESSIBLE AREAS STAIRS. 2x4 MUDSILL (TREATED) OD ti I cv 1' I 0 A 0 CS16 C516 T 0 CL � � I ot C516 CS16 n 7 -0" —P1-6 I I 5 BF CS16 2' -6" 4 -10 1/2" 2 A 1' -1 1/2" 4x10 25' -6" CS16 0 —ALIGN w/ GAR WINDOW BELOW 5' -9 1/16" 25' -6" 4' -41/2 2 18' -6" 4X8 2 MAIN FLOOR WALLS BELOW 11111111111111111111111111111 18' -618 " 13' -7 1/2" 16' —O 6' -11" SW- --P1 -6 3 -1/2 . 9 —J2" PSL 'IIIIII11111IIIil CS16 ALIGN w/ OAR 0 6 DOOR BELOW SW—P1-6 UPPER WALL FRAMING • SEE SHEET 'R1' FOR ADDITIONAL NOTES. 1O' -2 15/16" 2' -4" CS16 A ` 0 • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16"oc, U.N.O. • TOP OF WALL PLATES TO BE FLUSH. TRUSSES, 24 "oc _ 47 -- R -21 INSUL R-30 INSUL UUUUUUUU R-38 INSUL w/ 4 MIL VB HDR PER PLAN w/ R -10 RIGID INSUL RFTRS, 24 "oc TIMBERSTRAND RIM BEAM PER PLAN BED -2 12 61TYP BLKG GIRDER TRUSS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/S1 & 11/S1 R-30 INSUL TIMBERSTRAND BLKG BUILDING SECTION A —A 1/4 "=1' ---0" • FRAMING SHOWN INDICATES PLACEMENT OF PRIMARY COMPONENTS. SEE PLANS AND DETAILS FOR EXACT PLACEMENT, SIZING, AND TYPES OF ROOF FRAMING. • SEE PLANS AND DETAILS FOR FRAMING ANCHORAGE. • ALL WOOD IN CONTACT w/ CONC. TO BE TREATED. ;CA a as a.Zk Rl 14 r�g 1ygaW .r I .% C) d�ilil W r CUT BACK EXIST TAILS FLUSH w/ FACE OF WALL FRAM'G NO SCALE Juo -. gy 01.NG a a)�1151( E - - NEW GIRDER TRUSS w/ 2x6 BOTTOM CHORD EXIST RFTRS CUT BACK SHTG 1171.128 —2 EA RAFTER EXISTING WALL FRAMING TO BE REMOVED WHERE REQUIRED ONLY AFTER EXIST RFTRS ARE FULLY ATTACHED TO NEW BEAM TRUSS CONNECT'N SHEAR WALL NOTES DENOTES SHEAR WALL TYPE SW—P1 —4 SEE SHEET S1 FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP FROM MAIN FLOOR •� WALLS TO UPPER FL WALLS SEE TYP DTL 10/S1 FOR STUDS GARAGE 05 , II () a 751 '' 5/B" TYPE 'X' GWB ON ALL WALLS& CLG 4" CONC ,r GARAGE SLAB 1/2" HD GWB w/ 4 MIL VB M —BED 7/16" 056 of TRUSSES, 24 oc R -21 3/4" PLY ON 11 --7/8" TJI's, 16 "oc 1/2" GWB ---- -� w /4NJLVB INSUL dUtr(JUULU 0 0 iA BAFFLE TO MAINTAIN 1" CLR BETWEEN INSUL & ROOF SHTG VENT BLKG ---MTL GUTTER ON 1x8 CEDAR FASCIA k m _ 1 - �+E — ° 8" FDN WALL 7/16" OSB o/ 2x6 STUDS, 16 "oc TIMBERSTRAND RIM 7/16" 059 o/ 2x4- STUDS, 16 "oc VENTILATION: ATTIC SPACES ARE TO HAVE EAVE VENTS EQUALLING 1 150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36" ABOVE THE EAVE PLATE. IN WHICH CASE THE VENTING AREA -- MAY BE REDUCED TO 1 /300TH OF THE AREA TO BE VENTED. FREE AIR CALCULATIONS: GABLE END VENTS: 0.45 x VENT ROUGH OPENING ROOF SURFACE VENTS: 0.34 SF PER 8 "o UNIT OPENING ROOF RIDGE VENTS: 18 SI / LF — 0.083 SF / LF EAVE BLOCKING VENTS: 3 -2 "o HOLES — .05 SF / VENT CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS I•STALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/300) EAVE VENTS— BLOCKING /CONT'S (19) GABLE — END/WALL VENTS ROOF SURFACE /RIDGE VENTS OTHER: ( (0) TOTAL VENT AREA PROVIDED 801.00 SF 2.67 SF 0.95 SF 4.05 SF 0.00 SF 0.00 SF 5.00 SF ATTIC VENTILATION REFERENCE 0 Q FIN GRADE - 11 L4AD% TIMBER DBL STUDS -I I I- A -A n • 1 II I I .1 -i II II Ii if 1 A -A P1-6 P1•-4" P1-3 P1 -2" P2 -4" P •.d.d 4 ROOF LIVE LOAD FLOOR LIVE LOAD WIND EXPOSURE SEISMIC USE GROUP -1 GLU •-LAM BEAMS PARALLAMS JOISTS LEDGERS, BEAMS, POSTS 2x4 STUDS 2x6 STUDS, PLATES PLYWOOD TJI FLOOR JOISTS TO BE RECOMMENDATIONS. • i •1 • �J ALLOWABLE SOIL BEARING BASEMENT WALLS CANTILEVER ii V I t 1 I 4 . 4 4 10d 6" 12" 10d 4" 12" 10d 3" 12" 10d 2" 12" 10d 4" 12" 1500psf (ASSUMED) EFP= PCF EFP= PCF HEADER, SEE PLAN FASTEN TOP PLATE TO HEADER WITH 2 -ROWS OF 16d SINKERS AT 3 "0C, TYPICAL C516 STRAP OPPOSITE SHTG AS SHOWN. (SEE SECTION A -A) TYP 4 FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24" OF MID-HEIGHT. MG IS REQD IF 2x BLKG IS USED THEN IT MUST BE STITCH NAILED WITH ONE ROW OF16d SINKERS AT 3'OC HOLDOWN STRAP PER PLAN APPLIED OVER SHTG INSTALLED PER MANUF RECOMMENDATION � I i II THICKENED SLAB EDGE _1 1— NQTE; ALL FRAMING MEMBERS TO BE D.FIR 2 OR BETTER. FOOTING SEE PLAN LATERAL PORTAL FRAME SHFARWALL SCHEDULE: 15/32" ODXJ'LYWOOD SHEATHING USE 10d COMMON NAILS OR 10d GALVANIZED BOX NAILS (OR APA APPROVED 058 SHEATHING) .WN jim, PANEL NAIL SPACINQ Aga G To SIZE PANEL FIELD TOP/BTM EDGES STUDS PLATES 6" 4" 3" 2" 4" FASTEN SHTG TO HDR W/ 10d COMMON NAILS IN 3' GRID PATTERN AS SHOWN AND 3'0C IN ALL FRAMING (STUDS AND SILLS), TYP. ANCHOR OLT W/ 7" MIN EMBEDMENT & 2x2xti PLATE WASHER 2x (4) 3x (4) 3x (4) 3x (4) 3x (4) NOTES; . P -1 INDICATES SHEATHING ON ONE SIDE OF SHEARWALL ONLY. 2. P -2 INDICATES SHEATHING ON TWO SIDES OF SHEAR WALL. FRAMING MEMBERS SHALL BE 3X. OFFSET PANEL JOINTS TO FALL ON DIFFERENT STUDS ON OPPOSITE SIDES OF THE WALL 3. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY ON HEM -FIR STUDS. 4. FOR NAILING AT 4',3' OR 2" ON CENTER, USE 3X FRAMING MEMBERS AT ALL PANELS EDGES OR 2x6 FLAT. STAGGER FASTENERS AT ALL PANEL JOINTS. AT P2 -WALLS (PLYWOOD BOTH SIDES OF WALL), STAGGER PANEL JOINTS SO THEY OCCUR ON DIFFERENT STUDS OR BLOCKING. 5. FOR NAIUNG AT 4`,3` OR 2" ON CENTER USE PRESSURE TREATED 3X SILL AT FOUNDATION. 6. SOLID BLOCK ALL PANEL EDGES. 7. USE 10d COMMONS OR 10d GALVANIZED BOX NAIL FOR SHEAR WALL FASTENERS. 8. NAILS MUST BE FLUSH DRIVEN WITH DIAPHRAGM SURFACE. 9. ANCHOR BOLTS TO HAVE MINIMUM 2 PLATE WASHERS. 10. FINGER JOINTED STUDS ARE NOT TO BE USED AT HOEDOWN LOCATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2003 I.B.C. =25 psf =40 psf V3 = 85MPH EXPOSURE 'B' CONCRETE; FOOTINGS, WALLS, SLABS f'c = 2500 PSI AT 28 DAYS - 5 SACK MIX. REINFORCING STEEL - GRADE 40 (fy = 40,000 PSI) (FS= 20,000 PSI) ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI DETAILERS MANUAL PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. LAP ALL BARS MINIMUM OF 36 BAR DIAMETERS. PROVIDE 2 - #4 ALL AROUND WALL OPENINGS UNLESS SHOWN OTHERWISE PROVIDE FOOTING DOWELS TO MATCH VERTICAL REINFORCING. 24 F.D. FIR - V4 AT SIMPLE SPAN; VB AT CANTILEVER OR CONTINUOUS SPANS. Fb = 2900 psi, E = 2,000,000 psi H. FlR 2 D. FIR 2 STUD G p H.F1R H. ( T 2 EXCEPT D F. AT PORTAL FRAME) CDX G T FLOORS) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ALL NAILING SHALL BE IN ACCORDANCE WITH "TABLE 2304.9.1 FASTENING SCHEDULE ". PROVIDE SIMPSON POST CAPS AND CB COLUMN BASES AT ALL BEAM TO POSTS AND COLUMN TO CONRETE CONNECTIONS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED. PROVIDE WASHERS AT BOLTED CONNECTIONS. ANCHORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD MEMBERS SHALL HAVE A HEAVIER ZINC COATING SUCH AS 'Z -MAX (G185)" BY SIMPSON OR OTHER APPROVED PROCESS. ANCHOR BOLTS AND 2 "x2'x " PLATE WASHERS SHALL BE HOT DIP GALVANIZED. 16d SINKERS 2 -ROWS 0 3 "OG WALL SHTG HOLDOWN PER PLAN, APPLIED OVER SHTG #4 HORIZ EDZIIBEILANCMIS P.T. SILL BOTTOM PLATE NAILING a "0 ® 48 "OC 16d 43 6 "0C e " 0 32 "OC (2) 16d 8`0C "0 0 24'OC (2) 16d 0 6 'o ® 24 (2) 16d ® S'OC j "0 0 20 "OC (2) 16d 0 4`OC ROOF TRUSSES SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ROOF DEAD LOAD 15psf ROOF TOTAL LOAD 40psf ROOF PLYWOOD FLOOR PLYWOOD WALL SHEATHNG SCALE: NTS hLI.OWASI.E pit (H.F1') 280 420 550 710 840 SHTG FILLER IF NEEDED CS16 HEADER STRAP (3) P.T. SILL PLATES 14 VERT e 6'0C (2 MIN) FLOOR OR ROOF HOLDOWN PER PLAN NAIL WITH led GALV NAILS AT 12 "0C IN THE FIELD, 6 "0C AT ALL PANEL EDGES. NAIL AT 4 "OC TO ALL EXTERIOR WALLS AND OTHER SHEAR WALLS. NAIL WITH 10d GALV. NAILS AT 4'0C AT PANEL EDGES, 10 "0C IN THE FIELD. NAIL AT 4 "OC TO ALL EXTERIOR WALLS AND OTHER SHEAR WALLS. GLUE FLOOR PLYWOOD TO FLOOR JOISTS WITH AN APPROVED ELASTOMERIC ADHESIVE SUITABLE FOR USE IN WET WEATHER. SEE SHEAR WALL SCHEDULE AND NOTES, SHEET Si. FOUNDATION FLOOR OR ROOF FRAMING PER PLANS & DETAILS NUMBER OF STUDS PER PLAN (2) MIN SHEATHING PER SHEARWALL SCHEDULE EDGE NAILING PER SHEARWALL SCHEDULE ANCHOR BOLTS PER SHEARWALL SCHED ROOF SHTG 2x BLOCKING WALL SHEATHING RAKE DETAIL FOOTINGS SHALL BE PLACED ON NATIVE BEARING SOIL CALL FOR INSPECTION BY GEOTECH OR BUILDING INSPECTOR PRIOR TO PLACING FOOTING CONCRETE. SHEARWAU. NAIUNG PER SCHEDULE (TOP & SOT TRUSS CHORD) BLOCKING 0 ALL SHEA PANEL EDGES 1 10d 0 4"0C 2x4 FLAT 0 24 "0C G , NQTE: P1 -3 ", P1 -2" AND ALL P2 WALLS REQUIRE MIN 3X MEMBERS OR 2x FLAT AT ALL PANEL EDGES AND 3x SILL PLATE. TYPICAL SHEARWALL ELEVATION BLKG PER DETAILS R NAILING PER SCHEDULE DBL TOP R, TYP STUDS 0 16'OC TYPICAL (SEE NOTE) FIELD NAILING PER SHEARWALL SCHEDULE (SE T/SLAB EL PER PLAN FOUNDATION WALL 0 EXTERIOR WALLS SCALE NTS CMST12, CMST14 C516 STRAP B OW) BLE SCALE: 1' =1' -0' PRE -FAS ROOF TRUSSES 24 "OC DETAIL 2x STUD /SHEAR WALL SEE SCHEDULE BM OR DBL JOISTS x LU STRAP CS16 CMST14 CMST12 END LENGTH 11' 34" 45" DETAIL STRAP TIE AT WALL TO BEAM " PLYWOOD SUB -FLOOR WRAP STRAP AROUND BEAM OR DBL JOISTS FASTENER 22 - 10d 74 - 16d 100 - 16d 2x CEDAR 10d ®4 "OC 2x 2Lx�D 10d 0 4 "OC X. H -1 HURRICANE CUP EA TRUSS DBL 2x TOP PLATE WALL SHEATHING DETAIL 16d 0 6 "OC 0516, CMST14, CMST12 (SEE TABLE BELOW) Wq 2x SHEAR BLOCK II ROOF SHTG 10d EDGE NAIUNC (SEE SHEARWALL SCHEDULE) 2x SHEARWALL (SEE PLAN /SCHEDULE) SCALE: 1"=1'-0" ONE CS16 STRAP PER STUD PRE -FAB ROOF TRUSS STRAP TIE AT WALL TO WALL r _ 2x STUDS TOP PLATE ( PLYWOOD DBL TOP R RIM JOIST DETAIL i I i, • ` e Pp7 cVaI Is subject to errors and omissions. Apr r ';:c documents does not authorize tr• .. P ry adopted - ode or ordinance. �r�. Ript C NOTE SEE PLAN FOR NO. OF STRAPS DBL JOISTS OR BEAM PER PLAN FLF Copy it Oa D!knS N .. I No o � anges s hall be mad D - Ravi � I 0 t pri O soo th , an a maYi r tC n wil � �gdin9 prior at scope include additio p re ran review cs16 STRAP W 11 10d N AIL S A EACH END EGENE APR t 8 2008 PERMIT CENTE REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 2 2008 Cr y,, Of Tukwila BUILD' : : SI N 2x STUD/SHEAR • WALL SEE SW SCHEDULE i" T&G PLYWOOD /+ FL R JOIST JO ST vi co W J Q Z cc D 1-- Z U Q CE CO f- N Q H W D z O p w cr 'o Zo o) project number: 27034 drawn by TIT checked by JOG date: 5/9/07 revisions: sheet: S of WALL SHEATHING SEE SHEARWALL SCHEDULE TIMBERSTRAND RIM JOIST 10d 4'0C SEE SHEARWALL SCHEDULE WALL SHEATHING 2x STUD 5HEARWALL SEE SHEARWALL SCHEDULE " T&G PLYWOOD UB -fOOR FLOOR JOIST 2x SHEAR BLOCK 2x STUD SHEARWALL DETAIL 3 0 0 z HOLDOWN 2x SHEAR BLOCK #4 @ 10"OG SHEARWALL 0 WINDOW OPENING WALL SHEATHING SEE SHEARWALL SCHEDULE 10d © 6 '0 SEE SHEARWALL SCHEDULE WALL SHEATHING DOUBLE STUD RIM JOIST FLOOR JOIST SEE NOTE 5 SW SCHED #4 Lo 15 1 0C VERT. NEXT TO HOLDOWN #4 x 2'--O' 2 - #4 CONT DBL TOP PLATE L EQL -• -- -QL HEADER PER PLAN SINGLE STUD UP TO fi' -O" OPNG DOUBLE STUD FOR OPNG GREATER THAN 6' -O 2x STUD SHEARWALL 2x StU " T &G PLYWOOD HTG TJI FLOOR JOIST TIMBERSTRAND OR TJI JOIST SHEARWALL SCALE: 1u=1'0' 2X BLOCKING PT PLATE SCALE: 1 " -1' -0" S CS16 STRAP x 30' W/ (30) 8d NAILS TYP 4- PLACES DETAIL WALL SHEATHING SHEAR WALL NAILING PER SCHED 3--1 Od BLKG TO PLATE 1Od ®5'0C TO BLKG SHEAR WALL NAIUNG PER SCHED I 0 #4 @ 10'0 t i WALL SHEATHING SEE SHEARWALL SCHEDULE 1 Dd 4 "OC SEE SHEARWALL SCHEDULE WALL SHEATHING SEE PLAN PLATE NAILING PER SW SCHED 4" T &G PLYWOOD FLOOR JOIST 2x BLKG 24'OC RIM JOIST 2x STUD SHEARWALL 3x OR 2x SILL PLATE W/ ANCHOR BOLT, SEE SHEAR WALL SCHEDULE, SEE NOTE 5 #4 0 15 VERT. CONC WALL, SEE PLAN 2 -4 CONT 2x STUD SHEARWALL TJI FLOOR JOIST TIMBERSTRAND BLOCKING SCALE: 1n=11 DETAIL DETAIL DETAIL WALL SHEATHING SHEAR WALL NNUNG PER SCHED 3 -1Od BLKG TO PLATE 16d TOENAIL @ 5 • 0C TO SILL PLATE SHEAR WAIL NNUNG PER SCHED #4 q 1 "1 STHD10 28 j 6 d SINKERS 38) 16d SINKERS STHD HOLDOWN WALL SHEATHING SEE SHEARWALL SCHEDULE T1MBERSTRAND RIM JOI 10d 0 4'OC SEE SHEARWALL SCHEDULE WALL SHEATHING Is ? !IET� —I I i a SEE PLAN U d n PLATE NAILING PER SW SCHED 4' T &G PLYWOOD FLOOR JOIST RIM JOIST 3x OR 2x SILL PLATE W/ ANCHOR BOLT. SEE SHEAR WALL SCHEDULE, SEE NOTE 5 #4 15 0C VERT. CONC WALL SEE PLAN 2 - #4 CONT DOUBLE STUD SEE NOTE 5 SW SCHEDULE ##4 SVTHT NEXT TO 2x STUD SHEARWALL TJI FLOOR JOIST SCALE: 1 =1' -0" SCALE: 1=1I-O SEE SHEARWALL SCHEDULE ' T&G PLYWOOD S UB-FLOOR 2x SHEAR BLOCK 2x STUD SHEARWALL SCALE 1 " =1' -D" APR 2 9 2000 HERMIT CENTEF — ajwb co�� DE OMPUANCE APPR®V�D MAY -2 2008 C +ty of Tukw9la 8 ILDIN' S_I:SN J c w V a, C �1 project number. 27034 drawn by hT checked by JOG date: 5/9/07 revisions: sheet S2 of IMPERVIOUS SURFACE: PROPERTY AREA = 5,177.0 SF HOUSE & DECK = 1,769.5 SF GRAVEL DRIVE = 2,117.13 SF IMPERVIOUS SURFACE = 47.5 X ZONING: I-DR LEGAL DESCRIPTION FOSTER STEPHEN --D C # 38 BEG AT NXN OF N LN OF FOSTER ST & W LN OF SEC 14 -23 -4 TH N 71 -53 -00 E 126 FT TH N 47 -35 -00 E 58.64 FT TH N 34-10-00 E 117.84 FT TH N 29-30-00 E 194.78 FT TH S 83 -47 -00 W 152.58 FT TO TPOB TH S 83-47-00 W 14.75 FT TH S 71-53-00 W 27.75 FT TH S 22 -30 -00 E 191.50 FT TH NI 34 -10 -00 E 45.25 FT TH N 29- 30--00 E 19.75 FT TH NWLY TO BEG DATUM BASE KING COUNTY RECORDS PROPERTY ADDRESS 13613 1/2 52ND AVE S TUKWILA , WA. PARCEL NUMBER: 0003000087 S 22 -23 -00 E 191.50' EXISTING ROCKERY ON ADJACENT PROPERTY 5 , M0 " BSBL FIRE HYDRANT ---- . 1 ''=20'--0” 0 5 10 20 40 S 71 -53-00 W 27.75' BL BS S 83-47-00 W ..........c... BSBL 14 ari Il : tfikC.�.- tn,, LOT 12 EXIST GRAVEL DRIVE 15.0' WIDE SITE PLAN 20'—O" BSBL 1 1 N 34 -10-00 E 45.25' STARTING POINT FOR PROPERTY LINES PER KING COUNTY LEGAL DESCRIPTION ROOF LINES 1 148.60' +/— N GRAVEL DRIVE 5' —O" BSBL N 29 -30 -00 E 19.75' SOILS /EXCAVATION /EROSION CONTROL: EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE REVIEWING /INSPECTING AUTHORmES STANDARDS. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AN APPROVED EROSION CONTROL SYSTEM UNTIL SUCH TIME THAT FINAL LANDSCAPING SHALL MAINTAIN CONTROL OR REMOVAL IS APPROVED BY THE INSPECTOR(S). A HARD SURFACE CONSTRUCTION ACCESS PAD IS REQUIRED AT THE POINT OF SITE ACCESS FOR VEHICLES. THIS PAD MUST REMAIN IN PLACE UNTIL PAVING IS PUT DOWN. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BY FIELD SURVEY AND /OR THROUGH AVAILABLE RECORDS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID UTILITY LOCATIONS NOT SHOWN WHICH MAY BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SPECIAL PRECAUTIONS ARE UNDERTAKEN SO THAT NO CONCRETE OR CONCRETE BY— PRODUCTS ARE DISCHARGED INTO ANY STORM STORM DRAINAGE SYSTEM. A SEPARATE HOLDING AREA MUST SE PROVIDED ON THE SrrE TO CONTAIN WATER FROM ALL EXPOSED AGGREGATE SURFACES. These plans have been reviewed b Works Department for Y the Public City standards. Acce tan � �ormance with curre omissions which do not is subject to C o frs and f adopted standards or orb Th e resp b for the adequacy of th d re designer. Additions rests totally with the deletion& or revisions to these ang after this date will void this acceptance for quire a resubmitta] of s ubsequent approval. _ wised drawings Final - - bifi nal aCCept�Ce is subject .� the Public Works utiliti Date: by (z 2r /Q f Olt n 0 FILE COPY Permit No. Plar review appnoval is subject not s. Approval of construction authorize the violation of any adopted code or ordinance. Rlpt of approv 2.. : and conditions is aoknt mod: By Dat FRONT ELEVATION SEPARATE PERMIT REQUIRED FOR: M echanical Electrical 4 Plumbing lI Gas Piping City of Tukwila _BUILDING DIVISION, City of Tukwila BUILDING DIVISION REFERENCE 0 NOTE REFERENCE !'] WALL TYPE REFERENCE INTERIOR ELEVATION T N GRADE/" TOP OF" ELEVATION 0.0 DETAIL IDENTIFIER WALL OR PARTIAL SECTION FULL BUILDING SECTION DETAIL LABEL STRAP /HOLDDOWN /ANCHOR GENERAL GRAPHICS REVISIONS ._.I No changes ahal! be made to the scn p of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan sttbmittgi and may include additional plan rev‘ fees REVIEWED CODE COMPLIANCE 1, APPROVED APP `` ,Mr l 9.: OfTii:�i!'�a B UILDING DESCRIPTION: NEW SF RESIDENCE FLOORS: 2— MAIN and UPPER CONSTRUCTION: TYPE VN w/ 1 HR SEPARATION BETWEEN GARAGE and HOUSE OCCUPANCY: R3 and M1 ZONING: LDR BLDG JURISDICTION: TUKWILA, WA. PROJECT DATA REFERENCE PRCJDAT1 LOWER LEVEL (Unheated) N/A SF MAIN LEVEL 243.00 SF UPPER LEVEL 641.00 SF TOTAL SQUARE FOOTAGE 884.00 SF (STAIRWAYS ARE INCLUDED IN EACH LEVEL AREAS "OPEN —TO— BELOW" ARE NOT COUNTED) GARAGE DECK N/A—EXIST SF AREA SUMMARY REFERENCE 465.56 SF PACE: CS ARCHITECTURAL DRAWINGS: Al MAIN and UPPER FLOOR PLANS FIXTURES, FINISHES. AND ELECTRICAL DOORS, WINDOWS, AND CABINETS ACCESSORIES AND PRODUCTS A2 R1 R2 A3 A4 A5 ENGINEERING DRAWINGS: S S CONTENTS: TABLE of CONTENTS PROJECT DATA VICINITY MAP AREA SUMMARY DRAWING /GRAPHICS KEYS SITE PLAN EXTERIOR ELEVATIONS FOUNDATION CODES and SPECIFICATIONS FRAMING CODES and SPECIFICATIONS GENERAL NOTES PLUMBING SEWER NOTES VENTILATION NOTES INSULATION NOTES INFILTRATION NOTES WSEC CHAP. 4 WSEC INFORMATION WINDOW SCHEDULE CONSTRUCTION /STRUCTURAL DRAWINGS: FOUNDATION PLAN MAIN FLOOR FRAMING FOUNDATION DETAILS ENGINEERING MAIN WALL FRAMING UPPER FLOOR FRAMING ENGINEERING UPPER WALL FRAMING ROOF FRAMING PLAN ATTIC VENTILATION CALCULATIONS BUILDING SECTION A —A STAIR SECTION ENGINEERING SHEAR NOTES AND WALL SCHEDULE ENGINEERING DETAILS RECc, ED FEB 12 2008 PERMIT CENTER TABLE of CONTENTS REFERENCE TAB_.CONT GENERAL INFORMATION: THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS HAS BE PRODUCED BY AND IS THE SOLE PROPERTY OF SH /DD. SH /DD HAS PRODUCED THESE DOCUMENTS FOR THE SUBJECT PROPERTY ONLY; REVIEWING AUTHORITIES CITY OF TUKWILA, WA. PROPERTY OWNER /CLIENT: MR. & MRS. JAHMAL MUBAREK CODE INFORMATION /SPECIFICATIONS: TO THE BEST OF SHf DD's KNOWLEDGE THESE DOCUMENTS CONTAIN SUFFICIENT AND CORRECT INFORMATION TO CONTSTRUCT THE DESIGN CONTAINED HEREIN BY EXPERIENCED AND QUALIFIED INDIVIDUALS. KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES. IT IS THE RESPONSIBLITY OF THE CONTRACTOR(S) TO COMPLY WITH ALL APPLICABLE CODES, AND THE DESIGN CONDITIONS CONTAINED WITHIN THESE DOCUMENTS. PROCEEDING WITH WORK THAT IS IN CONFLICT OR VARIATION WITH DESIGN CONDITIONS WITHOUT APPROVAL FROM SH /DD SHALL BE AT SOLELY THE CONTRACTOR'S RISK IN ALL RESPECTS. CODE COMPLIANCE BY THIS DESIGN IS ACCOMPLISHED THROUGH BUILDING DESIGN, DIRECT REFERENCE TO UBC 'SECTIONS AND TABLES. AND GENERAL CALL —OUTS AND INSTRUCTIONS. REVIEWING AUTHORITIES MAY ENFORCE ADDITIONAL REQUIREMENTS DURING CONSTRUCTION. ALL APPLICABLE CODES, BOTH IRC AND LOCALLY ORIGINATED SHALL BE CONSIDERED PART OF THESE DOCUMENTS. COPIES OF BUILDING CODES MAY BE OBTAINED FROM THE REVIEWING AUTHORITIES. DRAWINGS: THE APPROVED PLANS MAY NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES WHENEVER CONSTRUCTION IS IN PROGRESS. GENERAL NOTES REFERENCE f, rl m _ - 31 P3 , r G OE , N 7 U11E 1 tAT1O y Rt FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: D6/19/07 This document. and the informat on, work, and design hereon has H been produced by and is the sole property of SDD, and may / not be resold, reused, or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. ® 2007> <SH /DD Mubarek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Cover Sheet DO 8 ... 0 I Sheet: PERMIT: C s WET I. SIGNATURE REQUIRED FOR IMPERVIOUS SURFACE: PROPERTY AREA = 5,177.0 SF HOUSE & DECK = 1,769.5 SF GRAVEL DRIVE = 2,117.13 SF IMPERVIOUS SURFACE = 47.5 X ZONING: I-DR LEGAL DESCRIPTION FOSTER STEPHEN --D C # 38 BEG AT NXN OF N LN OF FOSTER ST & W LN OF SEC 14 -23 -4 TH N 71 -53 -00 E 126 FT TH N 47 -35 -00 E 58.64 FT TH N 34-10-00 E 117.84 FT TH N 29-30-00 E 194.78 FT TH S 83 -47 -00 W 152.58 FT TO TPOB TH S 83-47-00 W 14.75 FT TH S 71-53-00 W 27.75 FT TH S 22 -30 -00 E 191.50 FT TH NI 34 -10 -00 E 45.25 FT TH N 29- 30--00 E 19.75 FT TH NWLY TO BEG DATUM BASE KING COUNTY RECORDS PROPERTY ADDRESS 13613 1/2 52ND AVE S TUKWILA , WA. PARCEL NUMBER: 0003000087 S 22 -23 -00 E 191.50' EXISTING ROCKERY ON ADJACENT PROPERTY 5 , M0 " BSBL FIRE HYDRANT ---- . 1 ''=20'--0” 0 5 10 20 40 S 71 -53-00 W 27.75' BL BS S 83-47-00 W ..........c... BSBL 14 ari Il : tfikC.�.- tn,, LOT 12 EXIST GRAVEL DRIVE 15.0' WIDE SITE PLAN 20'—O" BSBL 1 1 N 34 -10-00 E 45.25' STARTING POINT FOR PROPERTY LINES PER KING COUNTY LEGAL DESCRIPTION ROOF LINES 1 148.60' +/— N GRAVEL DRIVE 5' —O" BSBL N 29 -30 -00 E 19.75' SOILS /EXCAVATION /EROSION CONTROL: EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE REVIEWING /INSPECTING AUTHORmES STANDARDS. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AN APPROVED EROSION CONTROL SYSTEM UNTIL SUCH TIME THAT FINAL LANDSCAPING SHALL MAINTAIN CONTROL OR REMOVAL IS APPROVED BY THE INSPECTOR(S). A HARD SURFACE CONSTRUCTION ACCESS PAD IS REQUIRED AT THE POINT OF SITE ACCESS FOR VEHICLES. THIS PAD MUST REMAIN IN PLACE UNTIL PAVING IS PUT DOWN. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BY FIELD SURVEY AND /OR THROUGH AVAILABLE RECORDS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID UTILITY LOCATIONS NOT SHOWN WHICH MAY BE AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SPECIAL PRECAUTIONS ARE UNDERTAKEN SO THAT NO CONCRETE OR CONCRETE BY— PRODUCTS ARE DISCHARGED INTO ANY STORM STORM DRAINAGE SYSTEM. A SEPARATE HOLDING AREA MUST SE PROVIDED ON THE SrrE TO CONTAIN WATER FROM ALL EXPOSED AGGREGATE SURFACES. These plans have been reviewed b Works Department for Y the Public City standards. Acce tan � �ormance with curre omissions which do not is subject to C o frs and f adopted standards or orb Th e resp b for the adequacy of th d re designer. Additions rests totally with the deletion& or revisions to these ang after this date will void this acceptance for quire a resubmitta] of s ubsequent approval. _ wised drawings Final - - bifi nal aCCept�Ce is subject .� the Public Works utiliti Date: by (z 2r /Q f Olt n 0 FILE COPY Permit No. Plar review appnoval is subject not s. Approval of construction authorize the violation of any adopted code or ordinance. Rlpt of approv 2.. : and conditions is aoknt mod: By Dat FRONT ELEVATION SEPARATE PERMIT REQUIRED FOR: M echanical Electrical 4 Plumbing lI Gas Piping City of Tukwila _BUILDING DIVISION, City of Tukwila BUILDING DIVISION REFERENCE 0 NOTE REFERENCE !'] WALL TYPE REFERENCE INTERIOR ELEVATION T N GRADE/" TOP OF" ELEVATION 0.0 DETAIL IDENTIFIER WALL OR PARTIAL SECTION FULL BUILDING SECTION DETAIL LABEL STRAP /HOLDDOWN /ANCHOR GENERAL GRAPHICS REVISIONS ._.I No changes ahal! be made to the scn p of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan sttbmittgi and may include additional plan rev‘ fees REVIEWED CODE COMPLIANCE 1, APPROVED APP `` ,Mr l 9.: OfTii:�i!'�a B UILDING DESCRIPTION: NEW SF RESIDENCE FLOORS: 2— MAIN and UPPER CONSTRUCTION: TYPE VN w/ 1 HR SEPARATION BETWEEN GARAGE and HOUSE OCCUPANCY: R3 and M1 ZONING: LDR BLDG JURISDICTION: TUKWILA, WA. PROJECT DATA REFERENCE PRCJDAT1 LOWER LEVEL (Unheated) N/A SF MAIN LEVEL 243.00 SF UPPER LEVEL 641.00 SF TOTAL SQUARE FOOTAGE 884.00 SF (STAIRWAYS ARE INCLUDED IN EACH LEVEL AREAS "OPEN —TO— BELOW" ARE NOT COUNTED) GARAGE DECK N/A—EXIST SF AREA SUMMARY REFERENCE 465.56 SF PACE: CS ARCHITECTURAL DRAWINGS: Al MAIN and UPPER FLOOR PLANS FIXTURES, FINISHES. AND ELECTRICAL DOORS, WINDOWS, AND CABINETS ACCESSORIES AND PRODUCTS A2 R1 R2 A3 A4 A5 ENGINEERING DRAWINGS: S S CONTENTS: TABLE of CONTENTS PROJECT DATA VICINITY MAP AREA SUMMARY DRAWING /GRAPHICS KEYS SITE PLAN EXTERIOR ELEVATIONS FOUNDATION CODES and SPECIFICATIONS FRAMING CODES and SPECIFICATIONS GENERAL NOTES PLUMBING SEWER NOTES VENTILATION NOTES INSULATION NOTES INFILTRATION NOTES WSEC CHAP. 4 WSEC INFORMATION WINDOW SCHEDULE CONSTRUCTION /STRUCTURAL DRAWINGS: FOUNDATION PLAN MAIN FLOOR FRAMING FOUNDATION DETAILS ENGINEERING MAIN WALL FRAMING UPPER FLOOR FRAMING ENGINEERING UPPER WALL FRAMING ROOF FRAMING PLAN ATTIC VENTILATION CALCULATIONS BUILDING SECTION A —A STAIR SECTION ENGINEERING SHEAR NOTES AND WALL SCHEDULE ENGINEERING DETAILS RECc, ED FEB 12 2008 PERMIT CENTER TABLE of CONTENTS REFERENCE TAB_.CONT GENERAL INFORMATION: THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS HAS BE PRODUCED BY AND IS THE SOLE PROPERTY OF SH /DD. SH /DD HAS PRODUCED THESE DOCUMENTS FOR THE SUBJECT PROPERTY ONLY; REVIEWING AUTHORITIES CITY OF TUKWILA, WA. PROPERTY OWNER /CLIENT: MR. & MRS. JAHMAL MUBAREK CODE INFORMATION /SPECIFICATIONS: TO THE BEST OF SHf DD's KNOWLEDGE THESE DOCUMENTS CONTAIN SUFFICIENT AND CORRECT INFORMATION TO CONTSTRUCT THE DESIGN CONTAINED HEREIN BY EXPERIENCED AND QUALIFIED INDIVIDUALS. KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES. IT IS THE RESPONSIBLITY OF THE CONTRACTOR(S) TO COMPLY WITH ALL APPLICABLE CODES, AND THE DESIGN CONDITIONS CONTAINED WITHIN THESE DOCUMENTS. PROCEEDING WITH WORK THAT IS IN CONFLICT OR VARIATION WITH DESIGN CONDITIONS WITHOUT APPROVAL FROM SH /DD SHALL BE AT SOLELY THE CONTRACTOR'S RISK IN ALL RESPECTS. CODE COMPLIANCE BY THIS DESIGN IS ACCOMPLISHED THROUGH BUILDING DESIGN, DIRECT REFERENCE TO UBC 'SECTIONS AND TABLES. AND GENERAL CALL —OUTS AND INSTRUCTIONS. REVIEWING AUTHORITIES MAY ENFORCE ADDITIONAL REQUIREMENTS DURING CONSTRUCTION. ALL APPLICABLE CODES, BOTH IRC AND LOCALLY ORIGINATED SHALL BE CONSIDERED PART OF THESE DOCUMENTS. COPIES OF BUILDING CODES MAY BE OBTAINED FROM THE REVIEWING AUTHORITIES. DRAWINGS: THE APPROVED PLANS MAY NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES WHENEVER CONSTRUCTION IS IN PROGRESS. GENERAL NOTES REFERENCE INSULATE EXT "R WALLS w/ R-21 EXIST BED -2 o O W z EXIST WALLS TO "—EXIST REMOVED \ ENTRY EXISTING DECK & PORCH TO BE REMOVED LINE OF ¢ FL ABV 5 EXIST LIVING JAI GARAGE 4 CONC SLAB 465.56 S.F. INSTALL 5/8" TYPE "X" GWB ON ALL WALLS AND CLG. SEE ALSO SHEET "R2'. GAR DR EXISTING DOOR RELOCATED 36 "X36" STEP 5 xo NEW WINDOW IN EXIST DOOR R.O. EXIST DECK 2x6 CEDAR RELOCATE W/D FROM KITCHEN INSTALL ON 72x30 PLY DECK 50 THAT IGNITION SOURCE IS 15" ABOVE TOP OF SLAB O x 0 h7 0 ro 0 x 0 0 M MAIN FLOOR - 243.00 S.F. • SEE SHEET 'A4' FOR DIMENSIONS /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED AREAS. ELECTRICAL NOTES — ALL PRODUCTS AND WORK TO COMPLY WITH THE 2003 INTERNATIONAL RESIDENTIAL ELECTRICAL CODE. — LIGHT FIXTURE TYPES AND LOCATIONS ARE SUGGESTED OWNER MAY SPECIFY DIFFERING FIXTURES AND SWITCH LOCATIONS. — PROVIDE THERMOSTAT 51" ABOVE FLOOR PER HVAC CONTRACTOR — COORDINATE DOORBELL AND CHIME LOCATION w/ OWNER — COORDINATE SPECIALTY ITEMS SUCH AS SOUND SYSTEMS„ COMPUTER NETWORKING LINES, INTERCOMS, SECURITY, ETC.. WITH OWNER. — DO NOT DRILL THROUGH STRUCTURAL POSTS, HEADERS, OR BEAMS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. — ALL RECESSED FIXTURES TO BE SEALED AND HAVE INSULATION CONTACT RATING. — 110v OUTLETS TO BE SPACED 12' -0" APART MAX AS MEASURED ALONG WALLS. — GE! OUTLETS IN KITCHEN SHALL. BE SPACED 48" APART MAX AS MEASURED ALONG WALLS. --- ALL EXTERIOR OUTLETS TO BE GFI w/ WP COVERS and GASKETS. ELECTRIC HEAT AREA SF x 21/3.413 = WATTS 1000 WATTS PROVIDED M—BED BED -2 BATH ENTRY 255 SF 134 SF 65 SF 220 SF VENTILATION INSULATE EXT"R WALLS w/ R -21 1754 WATTS 525 WATTS 400 WATTS 1354 WATTS 220v x 20arnp x .80 = 3520 WATTS (MAX ALLOWABLE ON CIRCUIT) USE DEC "PICK —A —WATT" IN WALL HTRS 1750 WATTS) 1000 WATTS) 500 WATTS) 1500 WATTS) PROVIDE R -4 INSULATED DUCTS TO BEDROOMS FROM EXTERIOR SCREENED FRESH AIR INLET COORDINATE SUPPLY FAN w EXHAUST FAN SO AS TO OPERATE SIMULTANEOUSLY Y co x 0 x HTR IN WALL SD 110v %V it 'tl!'Aii gA !A ni�iniwimii ir► di9ia1ax !itmwliivommemw!'!!TSmmva41 ,II 1�1 to �A Y is a i3 �. �A 4 �A S�► E 9 f A �A A 4 �! Si i 1 1 f iw i 9 i d �i r!: 1 P m� i �i I/ M i �! l r 3 A A b #!l mTlOUal his'l ihll 1 WWWWAriWWWllW I\ wri� I\ I,,. 51 111 AAi ALCOVE CPT WALL fN FAN vro 50 CFM 36 VAN BATH-2 UN HTR IN WALL 2 4 WHOLE HS FAN 80 CFM w/ 24 HR TIMER UNDER CUT ALL DOORS \ F TO BE 1/2" ABOVE INISH SURFACES M--BED CPT 0 (173 X X 0 0 0 MAIN FLOOR WALLS 13ELOW PLANT SHELF 4xB 2' 3 CS 6 4x6 OPEN u/ COUNTER Q ABOVE OUTLET x in 0 r7 0 N In 0 0 `3 UPPER FLOOR - 631.00 S.F. 1/40=v-0" • SEE SHEET 'A5' FOR DIMENSIONS /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED AREAS. 5iIE s3ED FOR CODE COMPLIANCE APPROVED A P R ' ? CORRE LTR# bo8O8I Of T` wia o ErFIVED rdd J 42O riERMIT GERM OUTLETS: OUTLET OUTLET OUTLET OUTLET OUTLET �WP OUTLET +42 SWITCHES: -- SWITCH — SINGLE POLE SWITCH 4 4 - to - 3 SWITCH — 3 —WAY -b8_ SWITCH — DIMMER Q LIGHTS: db. Mr A l TO, MY Ak Ak it MP MP Mr Al. Al. A. -r 1r 1r MISCELLANEOUS: DOB DOORBELL Di CH CHIME IC INTERCOM ® THERMOSTAT 4 TV TELEVISION � EM ELECTRIC METER REFERENCE — DUPLEX — 110■ — 3 TAB — 220V — DUPLEX — WIRED — SPECIAL — DUPLEX — — DUPLEX — GFI WATERPROOF CEILING LIGHT — SURFACE MOUNT CEILING LIGHT — RECESSED WALL LIGHT — SURFACE MOUNT FAN /LIGHT COMBINATION — RECESSED WALL LIGHT (GANG) — SURFACE MOUNT CEILING LIGHT (TRACK) — SURFACE MOUNT FLOURESCENT LIGHT -- MOUNT WHERE SHOWN ON DRAWINGS 111 SMOKE DETECTOR INTERCONNECT —110v ELECTRICAL PANEL FAN — VTO TELEPHONE ELECTRICAL KEY FILE: Mubarek JOB: 102405 BASE: CUSTOM DATE: 06/19/07 This document, and the informat'on, work, and design hereon has been produced by and is the sole property of SH/DD, and may not be resold, reused, or reproduced. mechanically or otherwise, in whole or in part, other than may be contractually stipulated. CSH /DD © 2007 . Mubarek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Main /Upper Floor Plan Cabinetry, Fixtures Finishes, Electrical, HVAC Doors, Windows, Features Sheet: d INK SIG AT RE REQUIRED FOR PERMIT: Al CONTINUOUS MTL GUTTER 0/ 1x$ CEDAR FASCIA 2x10 TRIM BAND 2x4 WINDOW TRIM ^ 2x6 CORNER BDS 12 RIGHT ELEVATION 12 6 d EXIST HOUSE 3 —TAB COMP SHINGLES o/ 15# BLDG FELT o/ 7/16 "OSB NEW CONST'N 24 "x18" VENT ---- -� THIS END ALSO LEFT ELEVATION NEW CONST'N EXISTING DECK RE —BUILT REPAIRED AS REQUIRED NO LOCATION MANUF'R MODEL NO 1 MAIN FL 1 MAIN FL 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD 2 UPPER FLOOR MILGARD REFERENCE MILGARD 5421 MILGARD 5120 5120 5120 5421 5120 5521 5220 W H TYPE MAT'L GLZ U A UA 2' -6" 4' -0" AWNING VINYL 1/2" —ARG .33 10.0 SF 3.33 5' -0 4' -0" SLIDER VINYL 1/2" —ARG .39 20.0 SF 7.80 6' -0" 5' — O" 2' -6" 4' —O" 2' -0" 4' -0" 4 ,_ 0 " 3' -6" 4' -0" 3' -0" 3' —O" SLIDER VINYL SLIDER VINYL AWNING VINYL SLIDER VINYL CASEMENT VINYL SH VINYL WINDOW SCHEDULE 1/2" —ARG 1/2" —ARG 1/2" —ARG 1/2" --ARG 1 /2 "--ARG 1/2" —ARG .39 24.0 SF 9.36 .39 20.0 SF 7.80 .33 8.75 SF 2.89 .39 16.0 SF 6.24 .33 6.0 SF 1.98 .39 12.0 SF 4.68 TOTALS: 116.75 SF 43.78 UA (average) 0.374 NOTES: ALTERNATIVE WINDOWS ALLOWED PROVIDING UA (average) DOES NOT EXCEED 0.40. EXIST HOUSE CEDAR SHINGLES 6" EXPOSURE 12 12 24 "x18" VENT 12 1�I 111111 4x4 TREATED POST WRAPPED w/ 1x CEDAR 2x6 TRIM CEDAR f� l- ;- u u L't _ ui ri `I�Y �' f"I`I (T' I l y1 1111 1 I 1 I �� I j� r l U I1 L , I -H 1 r l y 1 1 1 11"11 I y / 1Jj' I \ 11 �� 1 L 1I 1 / \ 1 f J 1 IL�1 l I T , 1 - 4 1 1 1k I l - 1 r`r` 11' y 1 � 1 1 r 1- 1 1 1 1 1 1 1i1 1y1� rlit , Itt � r1i1- i11LA 1 1 11j1` 1TY 1� 1 �1�1L,1 L 1 1�jr�11L i- � 1�1 1 -1111 ,, 11 11 I'1T 11 1I tl�r11yy7 Ill 111T y,� r I Y 1 1 I T J 11 L 1 u 1 7 I T I11 I I � 1 u , 7 41r` 1u rl ,1ri 1y1�y r 1 , 1 �11y��I J1 1ll1� 1 1 1 1 i r rl 1hiLri- 1i 1T' 1T 11 1 fl -1 1T 11� 1j IT 11�r1 1T 11 11 1 rYT - I1 L - 1 1�L 1 11 - _14 1. u. J-L ,,� u ,-_1. u u f FRONT ELEVATION ,fin ° =,' -o' (SOUTH) 24 "x18" VENT 12 12 8 6 • PROVIDE GALV SHEET METAL FLASHING & COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. • CAULK AT ALL JOINTS & PENETRATIONS IN EXTERIOR WALLS. Pn 'JIEWED .l CODE. COMPLIANCE ty oD F `: yl o ( tv Of 1u9tiharra 1x8 CEDAR RAKE BDS ECEI YED APR 0 4 2000 PERMIT CENTER CEDAR SHINGLES 6" EXPOSURE 2x6 TOP & BOTTOM TRIM 2x4 SIDE TRIM FRONT ELEV ONLY BEVEL SIDING 0/ 15# BLDG FELT o‘ 7/16" OSB SHTG 6 TO WEATHER FILE: Mubarek JOB: 102405 BASE: CUSTOM DATE: 06/19/07 This document, been produced not be resold, in whole or in and the informat'on, work, and design hereon has by and is the sole property of SH/DD, and may reused, or reproduced. mechanically or otherwise. part, other than may be contractually stipulated. <SH /DD 0 2007> Mubarek Addition 13613-1/2 52nd Ave 5, Tukwila, Wa. 98168 Exterior Elevations Sheet: IN INK SIGNATURE REQUIRED FOR PERMIT: A2 LINE OF EXISTING FDN WALL 0) ro V 0 0 0, V A 0 SHEAR WALL NOTES DENOTES HOLDDOWN TYPE AT ENDS OF SHEAR WALLS SEE SHEET Si FOR SHEAR WALL SCHEDULE & FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS SEE TYP DTLS 3/52 AND 5/52 STHDI4RJ� 0 STHD14 CONT'S FTG 8 "x8" CONC PLINTH w/ ABE66 POST BASE ON 24 "x24 "x8" CONC FTG w2—#4 EW SEE "TYP PIER PAD FOOTING" DETAILS THIS PAGE STHD14 STHDI4RJ 5 rn 0 F 7' -0" N in 6' -3" A A 4 3/4" 1 Q 0 2 a 24 CRAWL 6 MIL VB 30 M CUT EXISTING FDN FOR 22 "x30" CRAWL ACCESS 6' -3" CTHr114R.I /® PT 7 -6" 15.0" STEP WALL 0.0" BLOCK OUT FOR 36" DOOR i ' - EDGE OF SLAB � �CONT'S FTG r I u/ DOOR 4 STHD14 EQ. SPACED 6' -9" 24 4 O I STHDI4RJ SET TOP OF WALL AS REQUIRED THAT NEW AND EXIST SUS-- FLOORS ARE FLUSH EF REFERENCE U) GARAGE 4" CONC SLAB LINE OF EXISTING FDN WALL 9' -3" T.O. SLAB —2.0" CONT'S FTG u/ DOOR 0.0" T.O. SLAB 1.0" 4 "0 IRON " PIPE, 36" HIGH FILL w CONC AND BURY 24" IN CONC PRIOR TO POURING SLAB UNDERGROUND UTILITIES THIS AREA —DIG SAFE EDGE OF SLAB 3'-'0 18' -6" U, $„ 16" TYP 2 . -6 " : d' d m . STHD14 STHD14 a FOUNDATION 1/4 " =1' -o" • DO NOT BACKFILL UNTIL CONCRETE HAS MET DESIGN STRENGTH. • FOOTINGS SHALL BEAR DIRECTLY ON FIRM UNYIELDING NATURAL SOIL OR APPROVED, INSPECTED, ENGINEERED FILL. • PROVIDE 6 MIL BLACK VAPOR BARRIER OVER ENTIRE CRAWL, JOINTS LAPPED 12" AND SECURED AGAINST DISPLACEMENT. • SEE ALSO ENGINEERING FOR RETAINING WALL DESIGN, SPECIAL ANCHOR BOLT PLACEMENT /SIZES, HOLDDOWNS, OTHER ANCHORS. • SEE SHEET 'R1' FOR ADDITIONAL NOTES AND DETAILS. 8x14 RIM JST VENT TYP JSTS 2x10, 16 "oc 8x14 RIM JST VENT r i r r I r - I r i r i 2x10 LEDGER r - f TT r C O 8x14 FDN WALL VENT MAINTAIN 14" CLR MIN FOR VENT AIR FLOW WALL VENT GIRDER PER FON PLAN POST PER FDN PLAN SIMPSON ABE46 POST BASE (ABE44 AT 4x4 POST) NUT AND 2" BP WASHER PAD AND BAR P FDN PIN 1'] ANCHORAGE SHOWN IS FOR NON — ENGINEERED CONDITIONS SEE "FOUNDATION PLAN" FOR SPECIAL CONDITIONS. 0 0 0 0 D 4 0 BEAM SPLICE AT POST CENTERLINE 2 SIMPSON AC8 POST CUPS (AC4 AT 4x4 POST) 12 -16d IN BEAM S -16d IN POST 1" BASE SUPPLIED w/ ABE46 —PAD FTG PER FON PLAN 5/8 "0x7" ANCHOR BOLT CRAWL FIN GRADE TYP PIER /PAD FOOTING POST AND ANCHOR PER DTL AT LEFT (4) #4 BAR CRAWL FIN GRADE • 8 "x8" CONC re U j II II I — ?1 I'E 1 -1/2" CLR II II TYP = = = 1— #3 TIES, 4 "oc or B "m-- -J I I I I PLINTH II II II ii !I II === .. L-LI ._a..1 I -- II H II II , ir) TYP A.B. PAD AND BAR PER FDN PLAN J BELOW GRADE OPTION EXIST DECK 8x14 FDN — SHADED AREAS ARE WALLS ABOVE 1 MAIN FLOOR FRAMING 1/4 1' -0" • SEE SHEET 'R1' FOR ADDITIONAL NOTES AND DETAILS. • SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "FOUNDATION PLAN" FOR FRAMING BELOW JOISTS. NOTES: 1. PROVIDE #4 x 24" STUB BAR FOR EACH HORIZONTAL BAR REQUIRED IN NEW FOUNDATION WALL, MINIMUM 2 BARS, 1 AT TOP, 1 AT BOTTOM AS SHOWN BELOW. PROVIDE #4 x 24" STUB BAR FOR EACH HORIZONTAL BAR REQUIRED IN NEW FOOTING. 2 MIN. 2. DRILL 5 /8 "d HOLES 6" IN TO EXISTING FDN WALL AT APPROX. 30' FOR EACH NEW STUB BAR. 3. EPDXY STUB BAR IN TO HOLES AND BEND HORIZONTAL. TIE TO HORIZONTAL BARS IN NEW WALL U O TYP TOP BAR 1/2 " =1 -0 NEW FON WALL #4 BAR STUB STL BOTTOM BAR - TYP FOOTING BARS 0 B " E 0 E-- -EXIST FDN WALL 30' #4 BAR STUB STL 0 FDN CONNECTION EXIST BAR CONDITIONS MAY VARY ° \i �E ED FOR BODE COMPLIPNC.E • • , .�a " �.. RECEIVED APR 04 2008 PERMIT CENTER 3/4" T &G SUB FL FLUSH w/ EXIST, o/ 2x8 JOISTS, 16 "oc NEW ADDITION EXIST HOUSE 2x10 RIM JST LU210 HANGER 6 MIL VB CRAWL FIN GRADE EXIST GWB EXIST 2x6 FLOOR EXIST FDN WALL 0 NEW FL /EXIST FL 1"=1 —0" TYP CORNER BARS MATCH EXTERIOR HORIZ. REINF. SEE OPTION BELOW ADDITIONAL VERT. BAR FDN WALL PER PLAN 24" TYP LEG LENGTH FOR BAR OPTION AT OUTSIDE CORNER — BEND HORIZONTAL BAR TO HAVE 24" LEG TYP FDN WALL CORNER REINF'G VENTILATION: CRAWL SPACES ARE TO HAVE VENTILATION EQUALLING 1/150TH OF THE AREA TO BE VENTED. CRAWL SPACES COVERED BY AN APPROVED VAPOR RETARDER IN AN AREA NOT SUBJECT TO EXCESSIVE MOISTURE DUE TO CLIMATE OR GROUNDWATER MAY HAVE REQUIRED VENT AREA REDUCED BY 90% UPON APPROVAL OF THE BUILDING OFFICIAL (U.B.C. 2306.7). FREE AIR CALCULATIONS: RIM JOIST VENTS: 0.75 x VENT ROUGH OPENING IN SF FDN WALL VENTS: 0.75 x VENT ROUGH OPENING IN SF SOFFIT VENTS — SCREENED: 0.75 x VENT ROUGH OPENING IN SF CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS INSTALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/150) RIM JOIST VENTS— SCREENED FON WALL VENTS — PRE —MFR'D SOFFIT VENTS -- SCREENED OTHER' TOTAL VENT AREA PROVIDED CRAWL VENTILATION REFERENCE 241.00 SF 1.61 SF 3.11 SF 0.00 SF 0.00 SF 0.00 SF 3.11 SF S EPt EN ,i L-►l+RLAN Hi S S G r C7Cx€"#JMI @ l R1i# #7 FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: 06/19/07 This document. and the informaton, work, and design hereon has been produced by and is the sole property of SH/DD, and may not be resold, reused, or reproduced. mechanically or otherwise, in whole or in part, other than may be contractually stipulated. <SH /DD 0 2007> Mubarek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Main Floor Framing Posts, Beams, Headers Anchors, Engineering Sheet: 7 i WET INK SIGNATURE - SQUIRED FOR PERMIT: A3 LINE OF EXISTING FDN WALL 0) ro V 0 0 0, V A 0 SHEAR WALL NOTES DENOTES HOLDDOWN TYPE AT ENDS OF SHEAR WALLS SEE SHEET Si FOR SHEAR WALL SCHEDULE & FOR SIZE AND SPACING OF ANCHOR BOLTS AT SHEAR WALLS SEE TYP DTLS 3/52 AND 5/52 STHDI4RJ� 0 STHD14 CONT'S FTG 8 "x8" CONC PLINTH w/ ABE66 POST BASE ON 24 "x24 "x8" CONC FTG w2—#4 EW SEE "TYP PIER PAD FOOTING" DETAILS THIS PAGE STHD14 STHDI4RJ 5 rn 0 F 7' -0" N in 6' -3" A A 4 3/4" 1 Q 0 2 a 24 CRAWL 6 MIL VB 30 M CUT EXISTING FDN FOR 22 "x30" CRAWL ACCESS 6' -3" CTHr114R.I /® PT 7 -6" 15.0" STEP WALL 0.0" BLOCK OUT FOR 36" DOOR i ' - EDGE OF SLAB � �CONT'S FTG r I u/ DOOR 4 STHD14 EQ. SPACED 6' -9" 24 4 O I STHDI4RJ SET TOP OF WALL AS REQUIRED THAT NEW AND EXIST SUS-- FLOORS ARE FLUSH EF REFERENCE U) GARAGE 4" CONC SLAB LINE OF EXISTING FDN WALL 9' -3" T.O. SLAB —2.0" CONT'S FTG u/ DOOR 0.0" T.O. SLAB 1.0" 4 "0 IRON " PIPE, 36" HIGH FILL w CONC AND BURY 24" IN CONC PRIOR TO POURING SLAB UNDERGROUND UTILITIES THIS AREA —DIG SAFE EDGE OF SLAB 3'-'0 18' -6" U, $„ 16" TYP 2 . -6 " : d' d m . STHD14 STHD14 a FOUNDATION 1/4 " =1' -o" • DO NOT BACKFILL UNTIL CONCRETE HAS MET DESIGN STRENGTH. • FOOTINGS SHALL BEAR DIRECTLY ON FIRM UNYIELDING NATURAL SOIL OR APPROVED, INSPECTED, ENGINEERED FILL. • PROVIDE 6 MIL BLACK VAPOR BARRIER OVER ENTIRE CRAWL, JOINTS LAPPED 12" AND SECURED AGAINST DISPLACEMENT. • SEE ALSO ENGINEERING FOR RETAINING WALL DESIGN, SPECIAL ANCHOR BOLT PLACEMENT /SIZES, HOLDDOWNS, OTHER ANCHORS. • SEE SHEET 'R1' FOR ADDITIONAL NOTES AND DETAILS. 8x14 RIM JST VENT TYP JSTS 2x10, 16 "oc 8x14 RIM JST VENT r i r r I r - I r i r i 2x10 LEDGER r - f TT r C O 8x14 FDN WALL VENT MAINTAIN 14" CLR MIN FOR VENT AIR FLOW WALL VENT GIRDER PER FON PLAN POST PER FDN PLAN SIMPSON ABE46 POST BASE (ABE44 AT 4x4 POST) NUT AND 2" BP WASHER PAD AND BAR P FDN PIN 1'] ANCHORAGE SHOWN IS FOR NON — ENGINEERED CONDITIONS SEE "FOUNDATION PLAN" FOR SPECIAL CONDITIONS. 0 0 0 0 D 4 0 BEAM SPLICE AT POST CENTERLINE 2 SIMPSON AC8 POST CUPS (AC4 AT 4x4 POST) 12 -16d IN BEAM S -16d IN POST 1" BASE SUPPLIED w/ ABE46 —PAD FTG PER FON PLAN 5/8 "0x7" ANCHOR BOLT CRAWL FIN GRADE TYP PIER /PAD FOOTING POST AND ANCHOR PER DTL AT LEFT (4) #4 BAR CRAWL FIN GRADE • 8 "x8" CONC re U j II II I — ?1 I'E 1 -1/2" CLR II II TYP = = = 1— #3 TIES, 4 "oc or B "m-- -J I I I I PLINTH II II II ii !I II === .. L-LI ._a..1 I -- II H II II , ir) TYP A.B. PAD AND BAR PER FDN PLAN J BELOW GRADE OPTION EXIST DECK 8x14 FDN — SHADED AREAS ARE WALLS ABOVE 1 MAIN FLOOR FRAMING 1/4 1' -0" • SEE SHEET 'R1' FOR ADDITIONAL NOTES AND DETAILS. • SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "FOUNDATION PLAN" FOR FRAMING BELOW JOISTS. NOTES: 1. PROVIDE #4 x 24" STUB BAR FOR EACH HORIZONTAL BAR REQUIRED IN NEW FOUNDATION WALL, MINIMUM 2 BARS, 1 AT TOP, 1 AT BOTTOM AS SHOWN BELOW. PROVIDE #4 x 24" STUB BAR FOR EACH HORIZONTAL BAR REQUIRED IN NEW FOOTING. 2 MIN. 2. DRILL 5 /8 "d HOLES 6" IN TO EXISTING FDN WALL AT APPROX. 30' FOR EACH NEW STUB BAR. 3. EPDXY STUB BAR IN TO HOLES AND BEND HORIZONTAL. TIE TO HORIZONTAL BARS IN NEW WALL U O TYP TOP BAR 1/2 " =1 -0 NEW FON WALL #4 BAR STUB STL BOTTOM BAR - TYP FOOTING BARS 0 B " E 0 E-- -EXIST FDN WALL 30' #4 BAR STUB STL 0 FDN CONNECTION EXIST BAR CONDITIONS MAY VARY ° \i �E ED FOR BODE COMPLIPNC.E • • , .�a " �.. RECEIVED APR 04 2008 PERMIT CENTER 3/4" T &G SUB FL FLUSH w/ EXIST, o/ 2x8 JOISTS, 16 "oc NEW ADDITION EXIST HOUSE 2x10 RIM JST LU210 HANGER 6 MIL VB CRAWL FIN GRADE EXIST GWB EXIST 2x6 FLOOR EXIST FDN WALL 0 NEW FL /EXIST FL 1"=1 —0" TYP CORNER BARS MATCH EXTERIOR HORIZ. REINF. SEE OPTION BELOW ADDITIONAL VERT. BAR FDN WALL PER PLAN 24" TYP LEG LENGTH FOR BAR OPTION AT OUTSIDE CORNER — BEND HORIZONTAL BAR TO HAVE 24" LEG TYP FDN WALL CORNER REINF'G VENTILATION: CRAWL SPACES ARE TO HAVE VENTILATION EQUALLING 1/150TH OF THE AREA TO BE VENTED. CRAWL SPACES COVERED BY AN APPROVED VAPOR RETARDER IN AN AREA NOT SUBJECT TO EXCESSIVE MOISTURE DUE TO CLIMATE OR GROUNDWATER MAY HAVE REQUIRED VENT AREA REDUCED BY 90% UPON APPROVAL OF THE BUILDING OFFICIAL (U.B.C. 2306.7). FREE AIR CALCULATIONS: RIM JOIST VENTS: 0.75 x VENT ROUGH OPENING IN SF FDN WALL VENTS: 0.75 x VENT ROUGH OPENING IN SF SOFFIT VENTS — SCREENED: 0.75 x VENT ROUGH OPENING IN SF CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS INSTALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/150) RIM JOIST VENTS— SCREENED FON WALL VENTS — PRE —MFR'D SOFFIT VENTS -- SCREENED OTHER' TOTAL VENT AREA PROVIDED CRAWL VENTILATION REFERENCE 241.00 SF 1.61 SF 3.11 SF 0.00 SF 0.00 SF 0.00 SF 3.11 SF I In co r v Y 9' -0 1/2" 5' —O" 4 TOP OF 4x8 BEAMS IN ENTRY 9' -0 1/2 4X8 TOP OF BEAM -7N I FI 1 ICN w / x PORTAL FRAME 01.2 11•01 3 7' -0" 7' —O" 5' -2" 2- -1 -1/2 "x11 -7/8" LSL 5 , -0 " 5' -0" 7' - '• GIRDER TRUSS TOP OF MAIN FLOOR PLATES NOT UNDER FLOOR JOISTS TO MATCH EXIST PLATE HEIGHT (APPROX 7' --8 ") TOP OF PLATE UNDER TJI FLOOR JOISTS TO BE A MAXIMUM OF 5 1 -1/8" ABOVE ENTRY /EXIST SUB—FL 4x4 POST —N1/4 HUC410 HANGER 7' -4" r - ECC POST CAP 4x10 3'--6" SW—P1 —6 32' -6 1/2" MAIN WALL FRAMING 5 0 6 '10 3' -11 1 /2" I 1 2 4 3' -3" 9 a a- I N, 2 m rn PORTAL FRAME ENTIRE WALL 18 -6" a ._ 3 " 11 -0" 11' -0" 4x12 (NO SPLICES) SHEAR WALL NOTES DENOTES SHEAR WALL TYPE —J.- SW —P1 -4 SEE SHEET S1 FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP ° FROM MAIN FLOOR . WALLS TO UPPER FL WALLS SEE TYP DTL 10 /S 1 FOR STUDS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/S1 & 1 1 /S1 SHEAR WALLS PER o r ENGINEER. SHEET S1 SW—P1 —6 2 ._ 6 " O 0 M ® SEE SHEET 'R1' FOR ADDITIONAL NOTES.. ® SEE SHEET 'MP' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. * ALL STRAPS SHALL ATTACH TO DEL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. * ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. * TOP OF WALL PLATES AND RETAINING WALL MUDSILLS TO BE FLUSH. 11 I 0 N N 0 I 0 rce SIM w/ 4x12 BEAM PER 4/S1 SIM w/ 4x12 BEAM PER 4/S1 w 03 2 ( 11° DBL RIM TIMBERSTRANDD DBL TIMBERSTRAND RIM FLUSH BEAM 10 52 C SIM BLKG BETWEEN JOISTS 1/4 " =1 --0" — TIMBERSTRAND RISER SIM w/ 4x12 BEAM PER 4/S1 TIMBERSTRAND RIM TIMBERSTRAND RIM UPPER FLOOR FRAMING 2 TYP FLOOR JOISTS 11 -7/8" TJI's, 1 B "oc L/360 DEFLECTION TJI PRO RATING OF 40 ® SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. * SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOISTS. • TJI MFR SHALL SPECIFIY GRADE, REQ'D BLKG, AND HANGERS AND MAY ADJUST SPACING TO REDUCE GRADE. INSTALL AND FIELD CUT ONLY PER TJI MFR'S SPEC'S A PP E \j \°E FOR. 1. CODE COMPLIANL -. ' E 7 IT ' FEB 12 2006 P ,hWU e CENTER r �r9 / r r u ,�. /i N 5y 01 � ,1 ix S4runip�t Nx na,r FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: 06/19/07 This document, and the informat - an, work. and design hereon has been produced by and is the sole property of SH /DD, and may not be resold, reused, or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. SH/DD a 2007a Mu barek Addition 13613 -1/2 52nd Ave S, Tukwila, Wa. 98168 Main Wall Framing Upper Floor Framing Posts, Beams, Headers Anchors, Engineering Sheet: ter 411MIIM• if NI.. INK SIGNATURE REQUIRED FOR PERMIT: A4 I In co r v Y 9' -0 1/2" 5' —O" 4 TOP OF 4x8 BEAMS IN ENTRY 9' -0 1/2 4X8 TOP OF BEAM -7N I FI 1 ICN w / x PORTAL FRAME 01.2 11•01 3 7' -0" 7' —O" 5' -2" 2- -1 -1/2 "x11 -7/8" LSL 5 , -0 " 5' -0" 7' - '• GIRDER TRUSS TOP OF MAIN FLOOR PLATES NOT UNDER FLOOR JOISTS TO MATCH EXIST PLATE HEIGHT (APPROX 7' --8 ") TOP OF PLATE UNDER TJI FLOOR JOISTS TO BE A MAXIMUM OF 5 1 -1/8" ABOVE ENTRY /EXIST SUB—FL 4x4 POST —N1/4 HUC410 HANGER 7' -4" r - ECC POST CAP 4x10 3'--6" SW—P1 —6 32' -6 1/2" MAIN WALL FRAMING 5 0 6 '10 3' -11 1 /2" I 1 2 4 3' -3" 9 a a- I N, 2 m rn PORTAL FRAME ENTIRE WALL 18 -6" a ._ 3 " 11 -0" 11' -0" 4x12 (NO SPLICES) SHEAR WALL NOTES DENOTES SHEAR WALL TYPE —J.- SW —P1 -4 SEE SHEET S1 FOR SHEAR WALL SCHEDULES & NAILING DENOTES STRAP ° FROM MAIN FLOOR . WALLS TO UPPER FL WALLS SEE TYP DTL 10 /S 1 FOR STUDS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/S1 & 1 1 /S1 SHEAR WALLS PER o r ENGINEER. SHEET S1 SW—P1 —6 2 ._ 6 " O 0 M ® SEE SHEET 'R1' FOR ADDITIONAL NOTES.. ® SEE SHEET 'MP' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. * ALL STRAPS SHALL ATTACH TO DEL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. * ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. * TOP OF WALL PLATES AND RETAINING WALL MUDSILLS TO BE FLUSH. 11 I 0 N N 0 I 0 rce SIM w/ 4x12 BEAM PER 4/S1 SIM w/ 4x12 BEAM PER 4/S1 w 03 2 ( 11° DBL RIM TIMBERSTRANDD DBL TIMBERSTRAND RIM FLUSH BEAM 10 52 C SIM BLKG BETWEEN JOISTS 1/4 " =1 --0" — TIMBERSTRAND RISER SIM w/ 4x12 BEAM PER 4/S1 TIMBERSTRAND RIM TIMBERSTRAND RIM UPPER FLOOR FRAMING 2 TYP FLOOR JOISTS 11 -7/8" TJI's, 1 B "oc L/360 DEFLECTION TJI PRO RATING OF 40 ® SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. * SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOISTS. • TJI MFR SHALL SPECIFIY GRADE, REQ'D BLKG, AND HANGERS AND MAY ADJUST SPACING TO REDUCE GRADE. INSTALL AND FIELD CUT ONLY PER TJI MFR'S SPEC'S A PP E \j \°E FOR. 1. CODE COMPLIANL -. ' E 7 IT ' FEB 12 2006 P ,hWU e CENTER S1 GABLE -END TRUSS BLK FOR SIDING AND VENTS S1 Z 0 0 U NEW tV �o * EXIST ROOF IS COMP SHINGLES o/ 7/16" OSB o/ 1x8 HORIZ SHEATHING o/ 2x4 RFTERS, 48 "oc MONO MONO MONO 7' -0" MONO 6/12 MONO MONO MONO E 6/12 W W D RIDGE D: W 2: Z ❑ O 0 m M M 0 • O 0 0 U 0 5' -3 1/2' w z 12' -6" COMMON 6/12 COMMON COMMON COMMON 6/12 n w w a e• w 3 ¢w N ~ m L-L W End cc U C7 J J❑t7 60:1 At'nz D 0¢10 ° ¢mw I \ — GABLE -ENO TRUSS BLK FOR SIDING AND VENTS 18' -6" ROOF FRAMING 2x6 RFTRS, 24 "oc AT FRAME OVER (SHADED) 6/12 GABLE -END TRUSS BLK FOR SIDING AND VENTS A Ui cn a 0 2 X z O I- • SEE SHEET 'R1' FOR ADDITIONAL NOTES. • TRUSS MFR TO SPECIFY ALL TRUSS CONNECTORS. • OVERHANG DIMENSIONS INCLUDE FASCIA /RAKE BOARDS, CUT TRUSS /RFTR TAILS ACCORDINGLY. • TYP ROOF OVERHANG IS 12" • TYP ROOF OVERHANG IS 12" • ROOF AREA BASED ON PERIMETER OF ENCLOSED SPACES 0 MTL HANGER 7 1/2" MI I* BEAM /HDR PER PLAN INSTALL 2x FIRE BLKG ALONG SIDES OF STRINGERS AND BETWEEN STUDS TYP STAIR ASSEMBLY 2x TREADS w/ NOSING 1 x RISERS (3)2x12 STRINGERS USE 4 STRINGERS IF STAIRS ARE WIDER THAN 4-2" 2x4 THRUST PLATE-NOTCH STRINGERS 60" (8 TREADS AT 10 ") 1-• 1 2 "0 HANDRAIL 10" MIN. N. U UUU _ i� •-30 W/ VB ULL UU 7 -3 /L" MAX I., N INSUL (SEE FLOOR PLANS) 2x8 NAILER MTL HANGER TYP EXT'R WALL 2x4 FRAME WALL R-21 INSUL w/ 4 MIL VB OVER (--TYP FLOOR MM. INS Mit 3/4" PLY SUB-FL o/ 2x6 JOISTS, 16 "oc O �1JllUUJ LULUJ�IJCUUCU1llllUUUJUJtI `9LKG 9LKG STAIR SECTION (sIM) TYP FDN WALL NUMBER OF RISERS MAY VARY BUT USE SAME FRAMING UNLESS OTHER- WISE NOTED ON PLANS, MAINTAIN A MINIMUM HEAD- ROOM OF 6' -8" BETWEEN STAIR NOSING AND CEILING FINISH DIRECTLY ABOVE. INSTALL 5/8" TYPE "X" GWB ON WALLS AND LID OF ACCESSIBLE AREAS STAIRS. 2x4 MUDS! LL (TREATED) MAIN FLOOR WALLS BELOW 0 m I N v w I 0 co V y 0) m psi CS16 SW -P -6 11111111111111111111 5 BF n 7 CS16 ¢ o 1 /4 " =1' 4' -10 1/2 CS16 2 6 6' -0" 1' - 1 1 25' -6" CS16 /2. U n 25' -6" 2 18' -6" 2030 4x8 2` MAIN FLOOR WALLS BELOW 4' -6 1/2" IiIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII W \ C516 5 0 4 6 0S2 SW- -P1- -6 5' -4 1/2" 18' -6" UPPER WALL FRAMING • SEE SHEET 'R1' FOR ADDITIONAL NOTES. 13' -7 1/2" 6' -11" SW —P1 -6 2' -4 1/2" 4x10 t. 12'_6" 2 PKT 2 PKT 5' -5" 7' -1 1/2" 2' -4" x 4 BF REV 1E ° � 0 CODE COMP AFT CS16 CS16 A N CD V n to N C `' • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. • TOP OF WALL PLATES TO BE FLUSH. RFTRS, 24"oc TRUSSES. 24 "oc r J L, L .. .., .J R -38 INSUL w/ 4 MIL VB HDR PER PLAN w/ R -1 D RIGID INSUL R -21 INSUL R -30 INSUL BED -2 TIMBERSTRAND RIM BEAM PER PLAN DENOTES STRAP . X51 FROM MAIN FLOOR /— WALLS TO UPPER FL WALLS SEE TYP DTL 10/S1 FOR STUDS FOR STRAPS ATTACHED TO FLOOR BEAMS OR JOISTS SEE TYP DTLS 9/S1 & 11/51 0 BLKG — GIRDER TRUSS 6 12 TYP R -30 INSUL TIMBERSTRAND BLKG CUT BACK EXIST TAILS FLUSH w/ FACE OF WALL FRAM'G NO SCALE E--- NEW GIRDER TRUSS w/ 2x6 BOTTOM CHORD EXIST RFTRS CUT BACK SHT �� HTU28 -2 Elk RAFTER EXISTING WALL FRAMING TO BE REMOVED WHERE REQUIRED ONLY AFTER EXIST RFTRS ARE FULLY ATTACHED TO NEW SEAM TRUSS CONNECT'N SHEAR WALL NOTES DENOTES SHEAR WALL TYPE SW— P1-- -4 SEE SHEET S1 FOR SHEAR WALL SCHEDULES & NAILING RECEIVED APR 04 2008 PERMIT CENTER ATTIC - 1 /2" HD GWB w/ 4 MIL VB GARAGE M--BED 7/16" OS9 0� TRUSSES, 24 oc R--38 INSULI 1/2" GWB w /4NILVB R-21 3/4" PLY ON 11 -7/8 TJI's, 16 "oc INSUL 5/8" TYPE 'X' GWB ALL WALLS& CLG 4" CONC 6 GARAGE SLAB „ BAFFLE TO MAINTAIN 1" CLR BETWEEN INSUL & ROOF SHTG VE■T BLKG E a, - ---- - 7/16" 05B 0/ 1b 2x6 STUDS, 16 "oc n 00 n to I O ^ N ' W 0 MT_ GUTTER ON 1x6 CE]AR FASCIA " 8" FON WALL BUILDING SECTION AA • FRAMING SHOWN INDICATES PLACEMENT OF PRIMARY COMPONENTS. SEE PLANS AND DETAILS FOR EXACT PLACEMENT, SIZING, AND TYPES OF ROOF FRAMING. • SEE PLANS AND DETAILS FOR FRAMING ANCHORAGE. • ALL WOOD IN CONTACT w/ CONC. TO BE TREATED. TIN BERSTRAND RIM 7/16" 051 o/ 2x4 STUDS, 16 "oc VENTILATION: ATTIC SPACES ARE TO HAVE EAVE VENTS EQUALLING 1/150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36" ABOVE THE EAVE PLATE, IN WHICH CASE THE VENTING AREA MAY BE REDUCED TO 1/300TH OF THE AREA TO BE VENTED. FREE AIR CALCULATIONS: GABLE END VENTS: 0.45 x VENT ROUGH OPENING ROOF SURFACE VENTS: 0.34 SF PER 8 "0 UNIT OPENING ROOF RIDGE VENTS: 18 SI / LF - 0.083 SF / LF SAVE BLOCKING VENTS: 3 -2 "0 HOLES c .05 SF / VENT CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS INSTALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/300) EAVE VENTS-- 9LOCKING /CONT'S (19) GABLE- END /WALL VENTS (3) ROOF SURFACE /RIDGE VENTS (0) OTHER: TOTAL VENT AREA PROVIDED 801.00 SF 2.67 SF 0.95 SF 4.05 SF 0.00 SF 0.00 SF 5.00 SF ATTIC VENTILATION REFERENCE FILE: Mubarek (BASE: CUSTOM JOB: 102405 DATE: 06/19/07 This document, and the informaton, work, and design hereon has been produced by and is the sole property of SH /DD, and may not be resold, reused. or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. <SH /DD 0 2007> Mubarek Addition 13613 -1/2 52nd Ave S. Tukwila, Wa. 98168 Upper Wall /Roof Framing Posts, Beams, Headers Anchors, Engineering Drainage, Ventilation Sheet; WET INK SIGNATURE REQUIRED FOR PERMIT: A5 ROOF COVERING MATERIAL SLOPE APPLICATION TO CLEAN SOUD DECK AATON MAX 1. BASE FILE: Mubarek BASE: CUSTOM JOB: 102405 DATE: 06/19/07 This document, and the infarmat'on, work, and design hereon has been produced by and is the sole property of SH /DD, and may not be resold, reused, or reproduced, mechanically or otherwise, in whole or in part, other than may be contractually stipulated. <SH /DD © 2007> Mubarek Addition 13613-1/2 52nd Ave S, Tukwila, Wa. 98168 REFERENCE NOTES Framing / Foundation Codes, Specifications, and Notes Sheet: 8. ASBESTOS _ or-- PERMIT: R1 ---,_ W K SIGNATURE REQUIRED FOR ROOF COVERING MATERIAL SLOPE APPLICATION TO CLEAN SOUD DECK MIN MAX 1. BASE 0 :12 1:12 NON- NAILABLE DECK CEMENT PER SHEET 4/36 "STRIP 2/18" STRIP (3) 3203(d)2 OR NAILABLE DECK NAIL w/ AT LEAST ONE APPROVED 3/8 8. ASBESTOS 5:12 FASTENER FOR EA 1--1/2 SQ FT 2. FELTS 0:12 3:12 CEMENT EA SHEET w/ 20 # /$Q CEMENT (3) (3) ASPHALT OR 30 # /SQ PITCH 3. GLASS 0:12 1:12 CEMENT EA SHEET w/ 20 # /SQ FIBER FELT APPUED (3) ASPHALT FELTS 9. METAL 3:12 4. CAP %i:12 2 :12 CEMENT w/ 20 # /SQ ASPHALT SHEETS SHINGLES (3) UBC SECTION 3203(d)2. 5. GRAVE SQ) 0:12 3:12 IN PITCH (2)Q ASPHALT OR 6. SLAG (2) 0:12 3 :12 EMBED IN 60 # /SQ ASPHALT OR 300 # /SQ 11 (4) 70 # /SQ PITCH ( ROOFING MATERIALS SLOPE MIN UNDERLAYMENT NUMBER OF FASTENERS STA- PLES NAILS (gauge) MIN MAX 7. ASPHALT SHINGLES 4:12 (3) ONE TYPE 15 FELT APPLIED 4/36 "STRIP 2/18" STRIP 4 12 3/8 8. ASBESTOS 5:12 1 TYPE 15 4 /SHINGLE NP 11 3/8 CEMENT (3) ASBESTOS (4) SHINGLES FELT APPUED 9. METAL 3:12 1 TYPE 30 (4) (4) (4) (4) SHINGLES FELT APPLIED 10 SLATE 4:12 2 TYPE 15 2 /SHINGLE NP 11 (4) SHINGLES OR 1 TYPE OR WIRE TIE 30 FELT 11. NON -IN- 3:12 2/TILE OR APPLIED PER TERLOCKING WIRE TIE FLAT OR (e) CURVED 12. INTER- 2/TILE OR 5/16 LOCKING WIRE TIE FLAT OR (5) CURVED 13. WOOD 4:12 NR 2 /SHINGLE (4) 1432 7/32 SHINGLES Cs) 14. WOOD 4:12 1 TYPE 30 2 /SHAKE (4) 13 7/32 SHAKES (3)(7) FELT INTER - LAYMENT 15. WOOD 4:12 1 TYPE 30 2 /SHAKE (4) 13 7/32 SHAKES- FELT INTER - TREATED LAYMENT GENERAL: THE FOLLOWING APPLIES TYPICALLY TO THE CONSTRUCTION OF THE FOUNDATION UNLESS OTHERWISE NOTED ON THE PLANS AND /OR SPECIFIED BY LICENSED ENGINEER(S). OF THOSE INDIVIDUALS WHO IS THE RESPONSIBILITY O HOS E NDN HO ARE C CONSTRUCTING THIS PROJECT TO ENSURE THE BEARING AP OF THE SOIL IS 2000 POUNDS -PER- SQUARE FOOT MINIMUM AND SHALL ENSURE FOUNDATION WALL AND FOOTING CONSTRUCTION COMPLIES WITH DRAWINGS AND CODES. CONCRETE/WALLS/FOOTINGS: CONCRETE: 2500 PSI IN 28 DAYS. 5 SACK MIX GROUT: NON - SHRINK TYPE ATTAINING 4000 PSI IN 28 DAYS. RE -BAR: #4 GRADE 40 DEFORMED CONCRETE SHALL CONFORM WITH ACSI STANDARD 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING ". ALL EXPOSED SURFACES OF CONCRETE SHALL BE SMOOTH AND SUITABLE FOR PAINTING IF REQUIRED. FILL VOIDS WITH CEMENT AND TROWEL SMOOTH AND FLUSH WITH SURFACE. ALL FOUNDATION DESIGN IN THIS PROJECT ASSUMES A CONTINUOUS POUR FOR FOOTINGS AND WALLS. SEPARATE POURS SHALL REQUIRE #4 VERTICAL DOWELS PROJECTING 18" FROM THE FOOTING IN TO THE WALL. TIED TO A CONT'S HORIZONTAL #4 BAR 3" FROM THE TOP OF THE FOOTING, AND EMBEDDED IN THE FOOTING 4" MINIMUM. FOUNDATIONS ALREADY REQUIRING VERTICAL REINFORCING NEED NOT COMPLY WITH THIS CONDITION. ISOLATED PAD FOOTINGS SHALL BE 8" THICK MINIMUM do w/ WIDTH AND LENGTH PER PLANS. PIER FOOTINGS OUTSIDE THE BUILDING ENVELOPE SHALL. PROJECT 8" ABOVE FINISH GRADE, MIN., AND EXTEND 18" BELOW GRADE, MIN. WHERE SLOPE EXCEEDS 1 VERTICAL IN 10 HORIZONTAL FOOTINGS SHALL BE CONSTRUCTED WITH BOTH TOP AND BOTTOM SURFACES LEVEL, OTHERWISE ONLY THE TOP NEEDS TO BE LEVEL REINFORCING: REINFORCING BAR IS TO CONFORM WITH ASTM A615 -76A. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: -- FOOTINGS AND UNFORMED SURFACES = 3" - FORMED SURFACES EXPOSED TO EARTH OR WEATHER 5 BARS OR LARGER = 2" 4 BARS OR SMALLER = 1 -1/2" - FOR ED WALLS AND SLABS (INTERIOR FACE) = 3/4 VERTICAL SPLICES SHALL BE LAPPED 48 BAR DIAMETERS. HORIZONTAL SPLICES SHAL BE LAPPED 24 BAR DIAMETERS. AND STAGGERED. HORIZONTAL BARS AT CORNERS OR INTERSETIONS SHALL BE BENT TO EXTEND INTO INTERSECTING WALL 30 BAR DIAMETERS OR SHALL. BE TIED TO BARS IN INTERSECTING WALL WITH "ELBOW" BARS LAPPING 30 BAR DIAMTERS. ALL REINFORCING SHALL BE SECURED FIRMLY TO FORMWORK SO AS TO PREVENT DISPLACEMENT DURING CONSTRUCTION. ALL WALL ENDS THAT DO NOT INTERSECT OTHER WALLS BEND HORIZONTAL BAR 90 DEGREES AND EXTEND 6 BAR DIAMETERS. TIE TO VERTICAL BAR AT END OF WALL. WELDED WIRE FABRIC SHALL BE LAPPED 12 INCHES MIN. AT SPLICES AND POSITIONED AT THE MIDDLE OF THE SLAB. ANCHOR BOLTS /HOLDOWNS: ANCHOR BOLTS: SIZE /LOCATION PER PLAN, 2 PER SILL PLATE, 7" EMBED TE�MIN., 12" FROM CORNERS MIN., PROVIDE SHERS, TYP. ® B � it ANCHOR BOLTS SHALL COMPLY WITH ASTM 30 . ®" X"* ANCHOR BOLTS SHALL BE STANDARD "J -BOLT" WITH A 4d RETURN, OR A STANDARD "L -BOLT" WITH 12d EXTENSION. ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER. MINIMUM CONCRETE SIDE COVER SHALL BE 2" WHEN EXPOSED TO WEATHER, 3" WHEN EXPOSED TO EARTH. BOLTS SHALL BE INSTALLED PERPENDICULAR TO THE SURFACE OF CONCRETE UPON WHICH THE SILL PLATE OR OTHER MEMBER IS TO BE SECURED. VERIFY TYPE, SIZE, AND PLACEMENT AGAINST ENGINEERED CONDITIONS. LOCATIONS OF FOUNDATION INSERTS, CRITICAL FRAMING CONDITIONS ABOVE, LENGTH OF SILL PLATES. ETC... ANCHORAGE: SIMPSON SPEC'D - SEE PLAN AND DETAILS. SOILS/EXCAVATION/BACKFIWNG: UNLESS OTHERWISE APPROVED BY A SOILS INVESTIGATION REPORT PRODUCED AND PROVIDED BY A QUALIFIED UCENSED ENGINEER THE MINMUM BEARING CAPACITY OF SOILS SUPPORTING CONSTRUCTION SHALL BE 2000 POUNDS- PER - SQUARE FOOT. ASSUMED EQUIVALENT PRESSURE = 55 POUNDS /CUBIC FOOT. ASSUMED PASSIVE PRESSURE = 200 POUNDS /SQUARE FOOT. LOAD BEARING SOILS SHALL BE FREE FROM ORGANIC AND OR OTHER MATERIALS SUBJECT TO DECOMPOSITION. ALL FILLS SHALL BE COMPACTED TO PREVENT SETTLING AND EROSION AT AT EVERY 6" OF FILL. ALL FOUNDATION TRENCHES SHALL BE FREE FROM STANDING WATER PRIOR TO POURING CONCRETE. THE CRAWL SURFACE MAY EXCAVATED /FILLED TO THE TOP SURFACE OF THE FOOTING. IN ALL SITUATIONS, THE BOTTOM OF THE FOOTING TRENCH SHALL BE A MINIMUM OF 10 BELOW THE FROST UNE. CUT SLOPES FOR PERMANENT EXCAVATIONS OR PERMANENT FILLS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS SUBSTANTIATING DATA TO JUSTIFY DEVIATION IS SUBMITTED IN A SOILS INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH OR HAVE BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL, AND SHALL OCCUR SIMULTANEOUSLY ON BOTH SIDES OF WALLS NOT SPECIFICALLY DESIGNED FOR UMBALANCED FILL, ADEQUATE PRECAUTION SHALL BE TAKEN TO INSURE PROPER COMPACTNESS OF THE BACKFILL AROUND PIPING WITHOUT DAMAGE TO SUCH PIPING AND TO INSURE PERMANENT STABILITY FOR PIPE LAID IN FILLED OR MADE GROUND. A MINIMUM OF 2 FEET OF COVER MUST BE MAINTAINED OVER ALL PIPES IN UTILITY EASEMENTS. FINAL SITE GRADING MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM 2 % SLOPE, PER THE 2003 IRC. MOISTURE CONTROL /DRAINAGE; A 6 MIL BLACK POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED WITHIN CRAWL SPACE AREA(S) DIRECTLY OVER THE GROUND, ALL FOOTINGS, AND EXTENDING UP ALL FOUNDATION WALLS TO THE MUDSILL ALL JOINTS SHALL BE CLEANED AND TAPED WITH WATER RESISTANT TAPE. RETAINING WALLS SHALL HAVE A 12" THICK LAYER OF FREE DRAINING GRAVEL PLACED FROM OVER THE TOP OF THE PERIMETER FOOTING DRAIN TO WITHIN 6" OF THE FINISH GRADE. BUILDING DRAINAGE PIPING SHALL BE INSTALLED IN OPEN TRENCHES AND SUCH TRENCHES SHALL REMAIN OPEN UNTIL PIPING HAS BEEN INSPECTED, TESTED & ACCEPTED. DRAINS SHALL BE PROVIDED AROUND FOUNDATIONS ENCLOSING HABITABLE OR USEABLE SPACES LOCATED BELOW GRADE WHICH ARE SUBJECT TO GROUND WATER CONDITIONS. FOUNDATION DRAINS SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS IN TO AN APPROVED DRAINAGE SYSTEM. CONCRETE FOUNDATION WALLS SURROUNDING USABLE OR HABITABLE SPACES SHALL BE DAMP - PROOFED WITH MEMBRANES EXTENDING FROM THE EDGE OF THE FOOTING TO THE FINISH GRADE. FOUNDATION MEMBRANES SHALL CONSIST OF EITHER (2) 2 PLY HOT MOPPED FELTS, 6 MIL POLYVINYL CHLORIDE SHEET, 55 POUND ROLL ROOFING, OR EQUIVALENT MATERIAL, AND ALL JOINTS SHALL BE SEALED AND FIRMLY AFFIXED TO THE WALL. FOUNDATIONS SUPPORTING WOOD ARE TO EXTEND A MINIMUM OF' 6" ABOVE THE ADJACENT FINISH GRADE, 4" IF SUPPORTING MASONRY VENEER. INDIVIDUAL CONCRETE PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8" ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS THEY SUPPORT ARE TREATED WOOD OR ARE AN APPROVED WOOD NATURALLY RESISTANT TO DECAY. FOOTING DRAIN PIPE MUST BE PLACED ADJACENT TO FOOTING (NOT ON TOP OF THE FOOTING SHELF). MUDSILLS /PIERPOSTS: MUDSILLS SHALL BE INSTALLED CONTINUOUSLY OVER ALL HORIZONTAL AND VERTICAL "TOP-OF-WALL" SURFACES. STRUCTURAL COLUMNS AND POSTS EXPOSED TO WATER SPLASH OR WEATHER SHALL BE SUPPORTED A MINIMUM OF 1" ABOVE ADJACENT CONCRETE SURFACES AND MINIMUM OF 6" ABOVE ADJACENT EXPOSEb EARTH. FOUNDATION NOTES REFERENCE ta STUD SIZE (inch) (2) 2X3 (4) 2x4 3X4 2X5 2x6 SIZE, HEIGHT, & SPACING OF WOOD STUDS ( BEARING LATERAL UNSUP- PORTED STUD (feet) 10 10 10 10 SUPPORTG ROOF AND CEILING ONLY (inches) 24 24 24 24 SUPPORT'G 1 FLOOR ROOF, AND CEIUNG (inches) 16 24 24 24 SUPPORT'G 2 FLOORS, AND CEILING (inches) 16 16 NON- LATERAL UNSUP- PORTED STUD (feet) 10 14 14 16 20 EARING SPACING (inches) 16 24 24 24 24 (1) UTILRY STUDS SHALL NOT BE SPACED MORE THAN 16 "oc NOR SUPPORT MORE THAN A ROOF AND CEILING, NOR EXCEED 8 FEET IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALLS, OR 10 FEET FOR INTERIOR NON-LOAD BEARING WALLS. (2) SHALL NOT BE USED IN EXTERIOR WALLS. (3) LISTED HEIGHTS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL INCREASES IN SUPPORTED HEIGHT ARE PERMITTED WHEN JUSTIFIED BY ANALYSIS. (4) 2 -2x4 STUDS MAY BE USED TO SUPPORT 2 FLOORS, A ROOF, AND A CEILING. TABLE R602.3(5) REFERENCE NAILING ( 3--8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2 -8d 3. 'INS" SUB -FL OR LESS TO EA JOIST, FACE NAIL 2 -Sd 4. WIDER THAN 1 "x6" SUB -FL TO EA JOIST. FACE NAIL 3 -8d 5. 2" SUB -FL TO JOIST OR GIRDER, BOND & FACE NAIL 2 -16d 6. SOLE PLATE TO JOIST OR BLKG - FACE NAIL 16d 0 16 "oc - AT BRACED WALL PANELS 3 -16d PER 16" 7. TOP PLATE TO STUD, END NAIL 2 -16d 8. STUD TO SOLE PLATE 4-8d, TOENAIL or 2 -16d, END NAIL 9. DOUBLE STUDS, FACE NAIL 16d 0 24 "oc 10_ DOUBLE TOP PLATES, FACE NAIL 16d 0 16 "oc DOUBLE TOP PLATES, LAP SPLICE 8 -16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 -8d 12. RIM JOIST TO TOP PLATE, TOENAIL 2 -16d 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 -16d 14. CONTINUOUS HEADER. TWO PIECES 16d 0 16 "oc EA EDGE 15. CEIUNG JOISTS TO PLATE, TOENAIL 3 -8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4--8d 17. CEIUNG JOISTS. LAPS OVER PARTITION, FACE NAIL 3 -16d 18. CEIUNG JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 -16d 19_ RAFTER TO PLATE, TOENAIL 3 -8d 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2--8d 21. 1"x8" SHTG OR LESS TO EA BEARING, FACE NAIL 2 -8d 22. WIDER THAN 1"x8" SHTG TO EA BEARING. FACE NAIL 3 -8d 23. BUILT -UP CORNER STUDS 15d 0 24 "oc 24. BUILT -UP GIRDERS AND BEAMS 20d © 30oc (?>? TOP & BOTTOM & STAGGERED 2 -20d 0 ENDS & ' EA SPLICE 25. 2" PLANKS 2 -16d 0 EA BEARING 26. PLYWOOD AND PARTICLE BOARD - SUB -FL ROOF. & WALL SHEATHING (TO FRAMING): 1/2" AND LESS 8d( 19/32 " -3/4" 8d or 6d( 7/8"-1" Sd ( 1- 1/8 " x1 -1/4 10d or ad (4) - COMBINATION SUB- FL /UNDERLAYMENT (TO FRAMING): 3/4" AND LESS 7/8 " -1" 1- 1/8 "- 1 -1/4" 10d or FRAMING CONNECTION 1. JOIST TO SILL OR GIRDER, TOENAIL 27. PANEL SIDING (TO FRAMING): 1/2" OR LESS 5/8 28. FIBERBOARD SHEATHING: 1/2" 25/32" 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. COMMON OR DEFORMED SHANK 3. COMMON 4. DEFORMED SHANK 5. NAILS SPACED A 6 "oc AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT ALL SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAMS AND SHEAR WALLS, REFER TO ENGINEERING CALCULATIONS. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX, OR CASING. 6. CORROSION RESISTANT SIDING OR CASING NAILS. 7. FASTENERS SPACED 3 "oc ON CENTER AT EXTERIOR EDGES AND 6 "oc AT INTERMEDIATE SUPPORTS. 8. CORROSION RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1 -1/2" LENGTH FOR 1/2" SHEATHING AND 1 -3/4" LENGTH FOR 25/32" SHEATHING. 9. CORROSION RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1 -1/13" LENGTH FOR 1/2" SHEATHING AND 1 -1/2" LENGTH FOR 25/32" SHEATHING AND CONFORMING TO UBC SECTION 2304.3. * CONNECTION 29 AND NOTES 10 AND 11 NOT INCLUDED. FRAMING NAILING REFERENCE 6d (4) 8d (4) 8d (4) 6d (B) 8d ( No. 11 ga (3) 6d (3) No. 16 ga ( No. 11 go (s) 8d (3) No. 16d (9) BUILT -UP ROOFING (SEE IRO SECnoN 905.9) SHINGLES - SHAKES -TILE (SEE SEC RGo9.2.7.1 FOR ICE CONDITIONS) ABBREVIATIONS , NP -NOT PERMaTED NR -NO REQUIREMENTS - 1. SEE TEXT OF IRC CHAP. 9 FOR SPECIFIC DETAILS AND FOR CONSTRUCTION, DEFINITIONS. MATERIALS, RE- ROOFING, DRAINAGE AND ROOF INSULATION. 2. SEE IRC CHAP 9 FOR ORDINARY ROOF COVERING. 3. SEE IRC CHAP 9 FOR EXCEPTIONS. 4. APPROVAL OF THE BUILDING OFFICIAL REQUIRED. 5. ON SLOPES 7:12 AND LESS. TILES WITH INSTALLED WEIGHT EXCEEDING 7.5 POUNDS /SQ FT HAVING A WIDTH NO GREATER THAN 16 INCHES MAY HAVE ONE FASTENER. SIMILAR TILES WITH ANCHOR LUGS ENGAGED OVER HORIZONTAL BATTENS MAY HAVE ONE FASTENER ON SLOPES EXCEEDING 7:12. 6. SEE IRC TABLE R905.7.5 FOR MAX EXPOSURE REQUIREMENTS. 7. SEE IRC TABLE R905.8.6 FOR MAX EXPOSURE REQUIREMENTS. ROOF COVERINGS REFERENCE (CEDAR SHAKES o/ SPACED SHEATHING) 1x4 SPACED SHEA IT w/ 30# Ow INTERWOVEN /(2) 8d 1 4 S TO EACH FRAMING MEMBER BELOW (3) 8d NAILS EACH END EACH PIECE, AND OVER EXTERIOR WALLS SHEATHING SPACED ® 3- 1 /2 "oc 1x6 SPACED SHEATING w /(2) 8d TO EACH FRAMING MEMBER BELOW (3) Sd NAILS EACH END EACH PIECE, AND OVER EXTERIOR WALLS SHEATHING SPACED 0 4- 1 /2 "oc CEILING SHEATHING 48" WIDE GWB. 1 /2" GWB -5d COOLER NAILS, 7 "oc AT CEILING PERIMETER 5/8" GWB -6d COOLER NAILS, 7 "oc AT CEIUNG PERIMETER INSTALL 2x BLOCKING AT CEIUNG PERIMETER ON TOP OF WALL PLATES TO PROVIDE A 2" NAILING SURFACE FOR GWB NAIL GWB TO ALL MEMBERS AT CEIUNG PERIMETER AT LEAST 3/8" FROM ENDS AND EDGES OF GWB INSTALL PER I.C.B.O. ER #1874. (CEDAR SHAKES o/ PLYWOOD OR OSB) CEDAR SHAKES w/ 30# FELT INTERWOVEN 7/16" OSB SHEATHING, 1x4 SOUD AT OVERHANGS w/ 15# FELT UNBLOCKED, STAGGER END JOINTS FACE GRAIN PERPENDICULAR TO FRAMING BELOW NAILING: 8d, 6 "oc - DIAPHRAGM BOUNDARY, of EXTERIOR WALLS 8d, 6 "oo - SHEAR WALLS 8d, 6 "oc - ALL SUPPORTED EDGES 8d, 12 "oc - FIELD CEIUNG SHEATHING GWB PER IRC SECTION 702. (COMPOSITION SHINGLES o/ PLYWOOD OR OSB) 3 -TAB COMPOSITION SHINGLES w/ 4 -6d GALV ROOFING NAILS EACH 7/16" OSB SHEATHING w/ 15# FELT AND 1x4 SOLID AT OVERHANGS. UNBLOCKED, STAGGER END JOINTS FACE GRAIN PERPENDICULAR TO FRAMING BELOW NAILING: Sd, 6 "oc - DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS 8d, 6 "oc - SHEAR WALLS 8d, 6 "o0 - ALL SUPPORTED EDGES 8d, 12 "oc - FIELD CEILING SHEATHING OWE PER IRO SECTION 702. ROOF COVERING REFERENCE HEADER REFERENCE DS DOWNSPOUT GUTTER BEARING WALL (SHADED) OPENING SUCH AS SKYLIGHT, CHIMNEY BEAM BELOW POST BELOW (SEE "WALL FRAMING ") ROOF JACK (VENT) E - ROOF PROFILE SUCH AS RIDGE. HIP, VALLEY <---WALLS, TOP-OF-PLATE CONDITIONS BELOW FRAMING CONCEALED BY OTHER FRAMING ABOVE ROOF FRAM'G KEY ■4 I 'NM HS keNESSIZEMI r LC NOTES: ADDITIONAL FEATURES /CONDITIONS AND VARIATIONS DESCRIBED ON PLANS NOT ALL FEATURES /CONDITIONS SHOWN ABOVE MAY APPLY TO THIS PROJECT FLOOR FRAM'G KEY REFERENCE DBL RIM JST (WHEN PARRALLEL JOISTS ARE TRIPLE RIM JOISTS OR BEAMS /HEADERS ARE SHOWN WHERE REQUIRED HORIZONTAL STRAP TIES STRAP TIES TO FRAMING ABOVE AND /OR BELOW AA INDICATES "WORKING POINT" FOR JOIST LAYOUT "AREA DESIGNATION" DESCRIPTION ON PLAN i.e.: FLOOR DIAPHRAGM. DROPPED FLOOR, etc... BLOCKING FLOOR JOISTS WALLS ABOVE POST /PT LOAD ABOVE DBL JST FRAMING HANGERS OPENING AREA WALLS /FON SILL BELOW BEAM (WITHIN FLOOR FRAMING) HEAT RISER ( w/ DUCTWORK HEAT SUPPLY PLUMBING FIXTURE w/ WASTE LINE FAN RECESSED LIGHT FIXTURE GENERAL: ALL FRAMING SHALL COMPLY WITH IRC CHAPTERS 5 -- 9. ALL LUMBER GRADES SHALL CONFORM TO "WWPA" GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. ALL LUMBER, PLYWOOD, PARTICLE BOARD, END - JOINTED LUMBER, STRUCTURAL GLU-LAMINATED TIMBERS, FIBERBOARD SHEATHING AND HARDBOARD SIDING (WHEN USED STRUCTURALLY) PILES, AND POLES REGULATED BY THIS CHAPTER OF THE UBC SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN THE IRC AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY ALL LUMBER. TIMBER. POLES, OR PLYWOOD THAT IS REQUIRED TO BE TREATED WOOD SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN APPROVED AGENCY WHICH MAINTAINS CONTINUED SUPERVISION. TESTING, AND INSPECTION OVER THE QUALITY OF THE PRODUCT. WOOD END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE VALUES FOR THE SPECIES OF WOOD FOR COMPRESSION PERPENDICULAR TO GRAIN. SPLICES ADEQUATELY TIED TO PREY NT AND /OR DISPLACEMENT. LUMBER: ALL FLOOR JOISTS. CLG JOISTS IN ATTIC AREAS WITH STORAGE, BEARING WALL FRAMING, BEAMS, HEADERS, POSTS, RAFTERS, AND STRINGERS SHALL BE HEM -FIR #2, OR BTR., UO.N. ALL GLU -LAM BEAMS SHALL BE FABRICATED FROM STRESS RATED LUMBER, AND WITH A DEAD LOAD CAMBER NON -LOAD BEARING FRAMING TO BE STUD GRADE OR BTR, ALL STRUCTURAL LUMBER EXPOSED TO WEATHER OR DAMP CONDITIONS SHALL BE TREATED. CEDAR, OR RECIEVE A FIELD APPLICATION ON ALL SIDES PRIOR TO INSTALLATION OF AN APPROVED MOISTURE PROTECTING STAIN OR EQUAL STUDS & PLATES: WOOD STUD FRAMING SHALL COMPLY WITH IRC CHAP 6. ALL EXTERIOR WALLS AND MAIN CROSS -STUD PARTITIONS SHALL BE THOROUGHLY AND EFFECTIVELY BRACED. EXTERIOR WALLS AND BEARING PARTITIONS MAY HAVE STUDS CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF THE STUD WIDTH. PARTITIONS SUPPORTING NO OTHER LOAD OTHER THAN ITS OWN WEIGHT MAY HAVE STUDS NOTCHED UP TO 40 PERCENT OF THE STUD WIDTH. A HOLE NO GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE STUD WIDTH IS PERMITTED IN NON -- BEARING PARTITIONS IN ANY WALL PROVIDING THE BORED STUD IS DOUBLED AND NOT MORE THAN 2 SUCCESSIVE DOUBLE STUDS ARE SO BORED. BORED HOLES SHALL BE NO CLOSER THAN 5/8" TO THE SIDE OF THE STUD AND SHALL NOT BE LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE AND NOT LESS THAN 14" IN LENGTH; OTHERWISE USE SOLID FRAMING. CRIPPLE WALLS EXCEEDING 4' -0" IN HEIGHT OR SUPPORTING MORE THAN ONE STORY SHALL BE FRAMED AS 2 -2x4 STUDS • 16 "oc OR 1 -2x6 STUD, 16 "oc BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS. WALLS, OR PARTITIONS BY BY MORE THAN DEPTH OF THE JOIST ON WHICH SUCH PARTITIONS ARE BEARING. DOUBLE ALL TOP PLATES AND LAP AT LEAST 48" AT JOINTS w/ 8 -16d EACH SIDE AND 1Bd AT NOT OVER 12 "oc ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. TOP AND SOLE PLATES SHALL AT LEAST BE OF THE SAME GRADE AS THE STUDS THEY ATTACH TO. REFERENCE BEAMS: SPLICES BETWEEN WOOD MEMBERS OR SUPPORTS SHALL BE ADEQUATELY TIED TO PREVENT UPLIFT AND /OR DISPLACEMENT. HEADERS WITH SPANS 4' -O" OR LESS SHALL HAVE A MINIMUM 2 n E END BEARING OF 1-1/2"; •ALL OTHER HEADERS HAVING A H MINIMUM END BEARING OF 3". FLOOR AND CEILING JOISTS SHALL AVE A MINIMUM END BEARING OF 1 -1/2 ". BEARING CONDITIONS ON PLANS SHALL TAKE SHALL TAKE PRECEDENCE WHEN GREATER THAN THESE MINIMUMS. WOOD END BEARING SHALL HAVE SUFFICIENT BEARING AREA BASED ON ALLOWABLE VALUES FOR THE SPECIES OF WOOD FOR COMPRESSION PERPENDICULAR TO GRAIN JOISTS: JOISTS UNDER AND PARALLEL TO BEARING WALLS SHALL BE DOUBLED, MINIMUM. FOR CONVENTIONAL CONSTRUCTION THE ENDS OF JOISTS SHALL NOT HAVE LESS 11-IAN 1 -1/2" OF BEARING ON WOOD OR METAL, NOR LESS THAN 3" ON MASONRY, EXCEPT WHERE SUPPORTED ON A 1X4 RIBBON STRIP WHILE NAILED TO THE ADJOINING STUD. NOTCHES AT THE END OF JOISTS SHALL NOT EXCEED 1/4 OF THE DEPTH OF THE JOIST. HOLES BORED FOR PIPES OR CABLE SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE JOIST. NOTCHES FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. BLOCKING: FIRESLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH HORIZONTAL AND VERTICAL. BLOCKING SHALL BE INSTALLED AS SHOWN ON DRAWINGS, LISTED BELOW, & PER USG SECTIONS 2605(h) & 2517(d). BETWEEN STUDS AND ADJACENT TO STAIR STRINGERS FOR FULL LENGTH OF RUN - BETWEEN STAIR STRINGERS AT TOP, BOTTOM, AND MIDDLE OF RUN. - IN WALLS TO SUPPORT PLUMBING & OTHER MECHANICALS - IN WALLS TO SUPPORT CLOSET POLES, SHELVES, SHOWER CURTAIN RODS, TOWELS BARS, SURFACE MOUNTED FIXTURES AND OTHER ITEMS REQUIRING ATTACHMENT TO FRAMING -- IN FLOORS BETWEEN JOISTS AT MID -SPAN OR THIRD - SPAN AS SHOWN IN DRAWINGS - IN FLOORS BETWEEN JOISTS UNDER WALLS ABOVE (MAY BE DOUBLE OR TRIPLE -SEE DRAWINGS) -- WITHIN FLOORS UNDER POSTS AS REQUIRED TO MAINTAIN CONTINUOUS BEARING DOWN TO TOPS OF BEAMS. POSTS. OR FOUNDATION WALLS - KITCHEN WALLS AT 4'-O" ABOVE SUB-FLOOR AS DRAFTSTOP BATHROOM WALLS AT 4' -0" ABOVE SUB -FLOOR AS DRAFTSTOP - IN WALLS WHERE EVER SOLID OR OPEN RAILINGS ATTACH TO WALL SURFACES, BOTH INTERIOR AND EXTERIOR - RAILNGS AND HALF -WALLS -- IN WALLS AND /OR CEILINGS AS REQUIRED TO SUPPORT INTERIOR FINISHES AND TRIM (FRAMING AND /OR BLOCKING MUST EXIST AT 16 "oc ALONG EDGES-NO "FLOATING" EDGES) - IN WALLS WHERE FLOORS. PLATFORMS. STAIR LANDINGS, ROOF ASSEMBLIES, OR OTHER WALKING SURFACES ATTACH BELOW WALL TOP PLATE - BETWEEN TRUSSES AT RIDGES, EAVES, AND UNDER FLAT VALLEYS. - BETWEEN TRUSSES AT SHEATHING PANEL EDGES AS REQUIRED FOR SHEAR DIAPHRAGMS. -AS AS REQUIRED TO SUPPORT UTILITES, VENT STACKS. ETC... - BETWEEN CEILING JOISTS AS REQUIRED TO SUPPORT INTERIOR FINISHES, ELCTRICAL FIXTURES. ETC... WITHIN CEILINGS UNDER POSTS AS REQUIRED TO MAINTAIN CONTINUOUS SEARING DOWN TO TOPS OF BEAMS. POSTS, OR FOUNDATION WALLS BLOCKING SHALL BE INSTALLED SQUARE, PLUMB, PARALLEL, AND TIGHT FITTING AS REQUIRED BY PURPOSE OF INSTAL- LATION AND MAY BE INSTALLED "FLAT" WHEN SUPPORTING CLOSET POLES, ETC... SHEATHING: ALL PANEL SHEATHING SHALL BEAR A STAMP IDENTIFYING THE PANEL AS APPROPRIATE FOR THE USE FOR WHICH IT IS BEING APPLIED. EXTERIOR WOOD STUD STUD WALLS SHALL BE COVERED ON THE OUTSIDE WITH MATERIALS COMPLYING WITH IRC CHAP 7, SECTION R703. STRUCTURAL SUB - FLOORING, PLANK FLOORING, AND COMBINED SUB -FLOOR UNDERLAYMENT FLOOR SYSTEMS SHALL COMPLY WITH IRC CHAPTER 5. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFERBOARD, AND ORIENTED STRAND BOARDS MUST HAVE AN EXTERIOR" OR "EXPOSURE 1 RATING, WHERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" 0.0. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED SHEATHING OVER 2x FRAMING AT 16 "oc WITH Sd COMMON NAILS AT 6 "oc AT SHEATHING PANEL EDGES AND 12 "oc AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2X STUDS. ENGINEERED SHEAR DIAPHRAM SHEATHING IS AS SPECIFIED IN ENGINEERING DETAILS /CALCULATIONS. ROOF SHEATHING SHALL BE A MINIMUM OF 1" NOMINAL THICKNESS OR PLYWOOD BONDED WITH AN EXTERIOR GLUE. PLYWOOD SHEATHING EXPOSED ON THE UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. PLYWOOD EXPOSED TO WEATHER SHALL BE C -D EXTERIOR GRADE OR BETTER. ON EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILING TO 16d AT 8 "oc (UNO). TRUSSES: TRUSSES SHALL BE PRE - ENGINEERED WOOD TRUSSES BEARING THE MANUFACTURER'S STAMP. DESIGN LOAD, AND SPACING. TRUSSES SHALL BE BRACED PER MANUFACTURER'S SPECIFICATIONS AND CONNECTED TO WALLS SO AS TO BE AN INTEGRAL PART OF THE STRUCTURE. TRUSSES SHALL NOT BE FIELD MODIFIED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL TRUSS MANUFACTURING /SHOP /INSTALLATION DRAWINGS SHALL AT THE JOB SITE AT ALL TIMES. TRUSS MANUFACTURER SHALL SPECIFY ALL METAL FASTENERS, HANGERS, ETC... AS REQUIRED TO SECURE AND SUPPORT TRUSSES. MODIFICATION OF STRUCTURAL CONDITIONS RESULTING FROM ALTERNATIVE TRUSS TYPES /POSITIONING SHALL BE THE TRUSS MANUFACTURER'S RESPONSIBIUTY. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES. TPI-1". ALL DOCUMENTS SUBMITTED FOR BUILDING DEPARTMENT APPROVAL SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED UCENSED ENGINEER IN THE STATE OF WASH. SUBMITTED DOCUMENTS SHALL CLEARLY INDICATE ALL TRUSS SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC... AND CONNECTION CONDITIONS INCLUDING SPECIFIED FASTENERS AND HANGERS. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSSES DIAGONAL AND SWAY BRACING SHALL SE USED TO BRACE ALL ROOF TRUSSES. ALL TRUSSES SHALL BE FRAMED AND TIED INTO OTHER FRAMEWORK AND WALLS SO AS TO BE AN INTEGRAL PART OF THE WHOLE BUILDING. RAFTERS /HIPS: WHERE ROOF SLOPES ARE 3/12 OR LESS ALL MEMBERS SUPPORTING RAFTERS AND CEILING JOISTS SHALL BE DESIGNED AS BEAMS, AND SUCH MEMBERS ARE RIDGE BOARDS, HIPS, AND VALLEYS. RAFTER TIES THAT ARE NOT PARALLEL TO ADJACENT CEILING JOISTS SHALL BE SPACED AT NO MORE THAN 4' -O "oc AND FASTENED AS REQUIRED TO SECURE RAFTER. RIDGES AND HIPS SHALL BE SIZED SO AS TO PERMIT FULL CONTACT BY THE CUT END OF THE RAFTER. BRACING: ALL EXTERIOR WALLS AND MAIN CROSS STUD PARTITIONS SHALL BE EFFECTIVELY BRACED TO IRC SECTION R602.10 AND IRC TABLE 602.10.1. BRIDGING, SOUD BLOCKING AND CROSS BRACING PER IRC R502.7. POSTS /COLUMNS: ALL BEARING LOADS SHALL BE "CHASED" THROUGH FRAMING BY MEANS OF STUDS OR SOUD POSTS FROM POINT OF ORIGIN TO TOP OF FOUNDATION WALLS, GIRDERS, OR PAD FOOTINGS. COLUMNS, POSTS, AND PIER -POSTS SHALL BE FRAMED TO TRUE END BEARING AND ADEQUATELY ANCHORED AT TOP AND BOTTOM TO INSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. HANGERS /HOLDDOWNS /STRAPS: ALL SUCH FRAMING ANCHORAGE SHALL BE INSTALLED AS REQUIRED TO SUPPORT MAXIMUM LOADING AS SPECIFIED BY THE PRODUCTS' MANUFACTURER(S). ENGINEERED CONDITIONS TAKE PRECEDENCE. ANCHORAGE SHALL BE MANUFACTURED BY "SIMPSON" AND ARE SO LABELED ON THE PLANS. NAILING: FRAME NAILING IS TO BE INCOMPLIANCE WITH IRC SECTION R6O2.3 AND TABLES 602.3(1)-- R502.3(4) FOR SIZE AND SPACING, ENGINEERED CONDITIONS TAKE PREECEDENCE OVER IRC TABLES. 2 -2x10 JOISTS - NAIL w/ 16d NAILS 0 16" oc STAGGER 3 -2x10 JOISTS - NAIL w/ 20d NAILS 0 16" ac (ST 4 -2x10 JOISTS - BOLT w/ 1/2" M.B. 0 162" oc STAGGER 5-2x10 JOISTS - BOLT w/ 1/2" M.B. 0 162" cc (ST FLASHING: ALL FLASHING SHALL BE ALUMINUM. FLASHING SHALL BE INSTALLED CONCEALED, EXCEPT VALLEY FLASHING IF SO SPECIFIED IN DRAWINGS. STEP FLASHING SHALL BE INSTALLED WHEREVER SLOPING ROOF ASSEMBLIES ATTACH TO WALLS, AND CONTINUOUS "L" TYPE FLASHING SHALL BE INSTALLED WHERE RIDGES ATTACH TO WALLS. CONTINUOUS 'Y' TYPE FLASHING SHALL BE INSTALLED AT ALL EAVES AND RAKES. LUMBER GRADES: BEARING STUDS: 2x HEM -FIR #2 or BTR, 16 "oc, PARTITON STUDS: 2x HEM -FIR #2 or BTR, 16 "oc. POSTS: DF #2 or BTR - SEE PLANS SOLID BEAMS: DF #2 or BTR - SEE PLANS GLU -LAM BEAMS: DOUG -FIR COMBINATION, 24f --V4 - SEE PLANS MUDSILLS: 2x HEM -FIR #2 or BTR, TREATED PIERPOSTS: HEM -FIR #2 or BTR, TREATED OR SEPARATED FROM CONCRETE w/ APPROVED BARRIER GIRDERS: HEM -FIR #2 - TREATED IF LESS THAN 12" FROM CRAWL FINISH GRADE FRAMING CODES AND SPECIFICATIONS (Engineered conditions take precedence) REFERENCE RE -BAR (NOT SHOWN ON PLANS) PIER POST GIRDER PERIMETER OF FOOTING INDICATES SIZE OF FOOTING 18 18 "x18 "x8" FTG w/ 1 - #4 BAR EA WAY 24 = 24 "X24 "x8" FTG w/ 2- #4 BAR EA WAY 30 m 30 "x30 "x10" FTG w/ 2 - #4 BAR EA WAY AT 8 "00 36 36 "x36 "x12" FTG w/ 3 - #4 BAR EA WAY AT 8 "oc DOWNSPOUT (DS) HOLDOWN (STRAP TYPE) TYPICAL ANCHOR BOLTS HOLDOWN (HDA /HD TYPE) 2" R -10 RIGID INSUL UNDER SLAB (IF APPLICABLE) INDICATES POSTS ABOVE INDICATES CONC SLAB STUB STEEL /SPECIAL ANCHOR 6" FOUNDATION WALL THICKNESS 12 "E- -- FOOTING WIDTH SILL PLATE (LOC'N VARIES) FOUNDATION WALL FOOTING T.O.Fdn 0.00 CHANGE IN WALL HEIGHT T.O.Fdn -0.5 OR "TOP OF ..." WALL "BLOCK -OUT" OR BEAM POCKET PERIMETER CRAWL VENTS (LOCATED IN FDN WALL) PERIMETER CRAWL VENTS (LOCATED IN RIM JST) NOTE$: ADDITIONAL FEATURES /CONDITIONS AND /OR VARIATIONS DESCRIBED ON PLANS NOT ALL FEATURES /CONDITIONS SHOWN ABOVE MAY APPLY TO THIS PROJECT FOUNDATION KEY REFERENCE VERTICAL STRAP TIES TO WALL FRAMING ONLY HORIZONTAL STRAP TIES INDICATES "IN WALL" HOLDDOWN INDICATES FRAMING CLIP "TOOTHED" UNE INDICATES SHEAR WALL TRIANGLE NUMBER INDICATES SHEAR WALL TYPE PER ENG'R SHADING INDICATES BEARING WALL HEAT RISER (IN WALL) BEAM /GIRDER TRUSS SOUD POST WALL STEP /LEVEL CHANGE IN FLOOR TRIMMERS - 2 MIN AT OPEN'GS 4'-O" WIDER OR GREATER, EA END HEADER (SOLID /BUILT -UP) INSULATION FOR SOUND INSULATION FOR HEAT LOSS SHOWN IN SECTIONS /DETAILS PLUMBING/WASTE LINE DROPS NON STRUCTURAL HDR WALL FRAMING ABOVE OVERHEAD FEATURE /SOFFIT SOUD RAIL /SHORT WALL NOTES: ADDMONAL FEATURES /CONDITIONS AND VARIATIONS DESCRIBED ON PLANS NOT ALL FEATURES /CONDITIONS SHOWN ABOVE MAY APPLY TO THIS PROJECT WALL FRAM'G KEY Z CODE COMPLIANCE ? W Vp & ( 4, r_ h • . � Ib`. q M tb 12 2008 A'a, ;ENTER REFERENCE DETAIL IDENTIFIER WALL OR PARTIAL SECTION FULL BUILDING SECTION NOTE REFERENCE WALL TYPE REFERENCE 4A INTERIOR ELEVATION .O.FON GRADE/ "TOP OF" ELEVATION 0,0 DETAIL LABEL STRAP /HOLDDOWN /ANCHQR GENERAL GRAPHICS GENERAL INFORMATION: THIS PAGE IS A STANDARDIZED SHEET OF GENERAL CODE INFORMATION. IT IS BEING INCLUDED TO ASSIST THOSE INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT. IT IS NOT INTENDED TO INCLUDE ALL APPLICABLE CODES, AND. IN SOME AREAS LOCAL VARIATIONS MAY SUPERCEDE THESE CODES. UTILIZING THE INFORMATION CONTAINED ON THIS PAGE DOES NOT RELIEVE THE CONTRACTOR, SUB - CONTRACTOR, OR OTHERS ACTING ON THEIR BEHALF FROM THEIR RESPONSIBILITIES FOR LEGAL COMPLIANCE WITH ANY AND ALL PERTINENT BUILDING CODES AND REGULATIONS. ADDITIONAL CODE INFORMATION MAY BE FOUND ON OTHER DRAWINGS PREPARED FOR THIS PROJECT, AND /OR CONTAINED WITHIN SPECIFICATIONS IF PROVIDED AS PART OF THIS PROJECT. ALL RIGHTS ARE RESERVED TO MODIFY THIS DOCUMENT AND THE INFORMATION CONTAINED HEREON WITHOUT PRIOR NOTIFICATION. THIS SHEET IS PROTECTED UNDER COPYRIGHT LAWS. PLEASE DO NOT COPY. GENERAL NOES REFERENCE SMOKE DETECTORS: SMOKE DETECTORS SHALL BE 110v, INTERCONNECTED. BACKED -UP BY BATTERIES, AND WITH NO DISCONNECTING SWITCH EXCEPT AS REQUIRED FOR OVER-CURRENT PROTECTION. SMOKE DETECTORS SHALL BE INSTALLED ON WALLS OR CEILINGS AT POINTS CENTRALLY LOCATED IN A CORRIDOR OR AREA GIVING ACCESS TO SLEEPING. A SMOKE DETECTOR IS REQUIRED AT THE TOP OF ALL STAIR- CASES, ON EACH LEVEL OF THE HOUSE, AND IN EACH BEDROOM. SMOKE DETECTORS LOCATED IN BEDROOMS SHALL BE CAPABLE OF BEING HEARD IN ALL BEDROOMS, AND SHALL BE INSTALLED ON THE WALL ABOVE THE DOOR 4" DOWN FROM THE CEILING. ALL SMOKE DETECTORS SHALL EMIT A SIGNAL INDICATING THAT THEIR BATTERIES ARE LOW. OCCUPANCY SEPARATION: AN OCCUPANCY SEPARATION SHALL BE PROVIDED BETWEEN THE RESIDENCE AND THE GARAGE WITH MATERIALS APPROVED FOR 1 HOUR FIRE - RESISTANT CONSTRUCTION ON THE GARAGE SIDE. SEE UBC SECTION 503(D). ALL DOORS OCCURING WITHIN 1 HOUR OCCUPANCY SEPARATION WALLS SHALL BE TIGHT FITTING. HAVE A 20 -MIN RATING, AND BE EQUIPPED WITH WITH SELF - CLOSING DEVICES. GARAGES AND CARPORTS WITH USES ABOVE SHALL HAVE ONE HOUR PROTECTION FOR BOTH CEIUNG AND STRUCTURAL MEMBERS. AN OCCUPANCY SEPARATION IS NOT REQUIRED BETWEEN THE RESIDENCE AND A CARPORT IF THE CARPORT HAS AT LEAST TWO SIDES OPEN AND THERE ARE NO USES ABOVE THE CARPORT. WINDOWS AND GLAZING IN DOORS WITHIN THE COMMON WALL MAY NOT BE OPERABLE, AND DOORS SHALL EQUIPPED WITH SELF - CLOSING DEVICES. DUCTWORK: FIRE DAMPERS ARE NOT REQUIRED IN AIR DUCTS PASSING THROUGH OCCUPANCY SEPARATION WALLS, CEILINGS, OR FLOORS PROVIDING DUCTWORK WITHIN THE GARAGE IS CONSTRUCTED OF STEEL NOT LESS THAN 0.019" THICK (26 GALVANIZED SHEET GAUGE), AND NOT HAVING ANY OPENINGS INTO THE GARAGE. MATERIALS: IN AREAS WHERE MOTOR VEHICLES ARE STORED OR OPERATED, FLOOR SURFACES SHALL BE OF NON - COMBUSTIBLE MATERIALS OR ASPHALTIC PAVING MATERIALS. SEE UBC SECTION 1105. ALL INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS. INSTALLED WITHIN FLOOR/CEIUNG ASSEMBLIES. ROOF /CEILING ASSEMBLIES. WALLS. CRAWL SPACES. OR ATTICS, SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING NOT MORE THAN 450 AS TESTED IN ACCORDANCE WITH ASTM E84. FOAM PLASTIC INSULATION SHALL COMPLY WITH IRC SEC R314.1. WHEN INSULATION MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME- SPREAD AND SMOKE DEVELOPED LIMITA- TIONS DO NOT APPLY TO THE FACING PROVIDING THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEX- POSED SURFACE OF THE CEILING, FLOOR. OR WALL FINISH. HVAC EQUIPMENT: LIQUIFIED PETROLEUM GAS- BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT, OR SIMILAR LOCATION WHERE HEAVIER- THAN --AIR GAS MIGHT COLLECT. NOR SHALL THEY BE INSTALLED IN AN ABOVE GRADE UNDERFLOOR SPACE OR BASE- MENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS OF REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE WHICH GENERATES A GLOW, SPARK, OR FLAME CAPABLE OF' IGNITING FLAMMABLE VAPORS, SHALL BE INSTALLED WITH THEIR PILOTS AND BURNERS, OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL GAS METERS SHALL NOT BE LOCATED UNDER STAIRWAYS, NEAR HEAT PRODUCING APPLIANCES, OR WITHIN BOILER, FURNACE, ENGINE, OR ELECTRIC HEATER ROOMS. NO FURNACE OR GAS APPLIANCE MAY BE LOCATED UNDER A STAIRWAY. FRAMING: STAIRWAYS SHALL HAVE NOMINAL 2" FIRE BLOCKING INSTALLED BETWEEN STUDS ADJACENT TO STAIR STRINGERS, BETWEEN STAIR STRINGERS AT TOP AND BOTTOM, AND WHERE STRAIGHT -RUN STAIRWAYS ARE USED. BLOCKING SHALL BE INSTALLED MID -RUN. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH HORIZONTAL AND VERTICAL. FIRE BLOCKING SHALL BE INSTALLED 48" ABOVE THE SUB-FLOOR IN ALL WALLS IN KITCHENS AND BATHROOMS. FIRE BLOCKING SHALL BE INSTALLED IN EXTERIOR WALLS WHERE EVER ROOF ASSEMBUES ATTACH TO WALL SURFACES BETWEEN TOP AND BOTTOM WALL PLATES. ANNULAR SPACES BETWEEEN SLEEVES AND PIPING IN RATED ASSEMBLIES SHALL SE FILLED IN ACCORDANCE WITH THE TERMS OF' THE RATING OF THE ASSEMBLY. SPACES SURROUNDING WIRING AND PLUMBING PASSING THROUGH WALL PLATES AND FIRE STOPS SHALL BE SUBSTANTIALLY FILLED WITH COMPRESSED FIBERGLASS INSULATION OR OTHER APPROVED FIRE STOP MATERIAL. FIRE /SAFETY REFERENCE GENERAL: BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE. PROVIDE TWO MEANS OF EGRESS FROM ALL FLOORS ABOVE THE SECOND STORY AND SUCH MEANS OF EGRESS SHALL BE LOCATED AS FAR APART AS POSSIBLE. DOORS: PROVIDE A MINIMUM OF 1 EXIT DOOR OF DIMENSIONS NOT LESS THAN 36" IN WIDTH AND 80" IN HEIGHT. ALL ROOMS COMPRISING A DWELLING UNIT SHALL HAVE ACCESS THROUGH AN INTERIOR DOOR OR OPENING TO OTHER PARTS OF THE DWELLING UNIT. WINDOWS: EGRESS WINDOWS SHALL MEET THE FOLLOWING DIMENSIONAL MINIMUMS: - NET CLEAR OPENING AREA ...... .....................:k5.7 SQ. FT. -- NET CLEAR OPENING HEIGHT,. ..... ........ 24" - NET CLEAR OPENING WIDTH..w_._. .......... 20" - NET HEIGHT. FLOOR TO FINISHED SILL........ 44" SEE IRC SECTION R310. * 5.0 SQ. FT. PERMITTED AT GRADE LEVEL WINDOWS. ACCESS PANELS: ATTIC SPACES HAVING A MINIMUM DEPTH OF 30" SHALL BE PROVIDED WITH AN UNOBSTRUCTED. READILY ACCESSIBLE OPENING OF DIMENSIONS NOT LESS THAN 22 "x30 ". CRAWL SPCAES SHALL BE PROVIDED UNOBSTRUCTED ACCESS THROUGH AN OPENING NOT LESS THAN 18 "x24 ". ACCESS /EGRESS REFERENCE GENERAL: PRIVATE SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED BY AN APPROVED WASHINGTON STATE ENGINEER AND STAMPED DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION OF THE SEWER SYSTEM. DRAINAGE: ALL PLUMBING FIXTURES AND DRAINAGE PIPING SHALL BE CONNECTED TO A PUBLIC SEWER OR AN APPROVED PRIVATE OR INDIVIDUAL SEWAGE DISPOSAL SYSTEM. ALL PIPING SHALL BE INSTALLED TO INSURE PROPER FLOW DIRECTION. CESSPOOLS, SEPTIC TANKS, SEEPAGE PITS, AND DRAIN FIELDS SHALL NOT BE CONNECTED TO PUBLIC SEWERS OR TO BUILDING SEWERS LEADING TO PUBLIC SEWERS. SEWERS SHALL BE INSTALLED AT A UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT; HOWEVER, WHERE SITE CONDITIONS DICTATE, THE SLOPE MAY BE REDUCED TO 1/8" PER FOOT ON APPROVAL OF THE BUILDING OFFICIAL. CLEAN -OUTS SHALL BE LOCATED AT THE INTERSECTION OF THE BUILDING DRAIN AND THE BUILDING SEWER, AT INTERVALS NOT EXCEEDING 100 FEET. AND WHERE REQUIRED BY THE BUILDING OFFICIAL. PRIVATE SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED SO THAT ADDITIONAL SEEPAGE PITS OR SUB- SURFACE DRAIN FIELDS. EQUIVALENT TO AT LEAST 100 PERCENT OF THE REQUIRED ORIGINAL SYSTEM. MAY BE INSTALLED. ALL DOMESTIC PLUMBING SYSTEMS SHALL BE PROVIDED WITH DRAIN OUTLETS TO PERMIT COMPLETE DISCHARGE OF ALL WATER SO AS TO PERMIT SERVICING AND REPAIR AS REQUIRED. FIXTURES: PLUMBING FIXTURES SHALL BE PROVIDED WITH AN ADEQUATE SUPPLY OF POTABLE RUNNING WATER, PIPED THERETO UNDER SUITABLE PRESSURE AND ARRANGED SO AS TO FLUSH AND KEEP FIXTURES CLEAN AND IN SANI- TARY CONDITION WITHOUT DANGER OF BACKFLOW OR CROSS - CONNECTION. ALL PLUMBING FIXTURES OTHER THAN TOILETS SHALL BE PROVIDED WITH APPROVED STRAINERS_ ALL PLUMBING FIXTURES EXCEPTING THOSE WITH INTEGRAL TRAPS SHALL HAVE APPROVED WATERSEAL TYPE TRAPS. PIPING: SEE ALSO "INSULATION ", SHEET R2. ALL DOMESTIC PLUMBING SYSTEMS SHALL BE PROVIDED WITH PRESSURE REDUCING VALVES AS REQUIRED TO MAINTAIN ACCEPTABLE AND CONSTANT PRESSURE. THE VENT PIPE OPENING FROM A SOIL OR WASTE PIPE, EXCEPT FOR TOILETS AND SIMILAR FIXTURES. SHALL NOT BE BELOW THE WEIR OF' THE TRAP. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE, CORROSION, AND OTHER DAMAGE. ANNULAR SPACES BETWEEN SLEEVES AND PIPING SHALL BE FILLED AND TIGHTLY CAULKED, AND WHERE OCCURING IN FIRE -RATED ASSEMBUES, SHALL BE FILLED IN ACCORD- ANCE TO THE TERMS OF THE RATING OF THE ASSEMBLY. WATER, SOIL, OR WASTE PIPES SHALL NOT BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR WITHIN EXTER- IOR WALLS UNLESS ADEQUATE PROVISION HAS BEEN MADE TO PROTECT SUCH PIPE(S) FROM FREEZING. WATER PIPES MAY NOT BE LAID IN THE SAME TRENCH THAT CONTAINS NON-METALLIC BUILDING SEWER OR DRAIN- AGE PIPING UNLESS KEPT AT LEAST 12" ABOVE THE DRAIN PIPING AND ON TOP OF A SOLID SHELF EXCAVATED AT ONE SIDE OF THE COMMON TRENCH. PIPING LAID IN SOLID GROUND SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH EXCEPT WHERE SUPPORT IS OTHERWISE PROVIDED. PIPING SHALL BE SUPPORTED SO AS TO INSURE ALIGN- MENT AND PREVENT SAGGING, AND HANGERS AND ANCHORS USED TO SUPPORT PIPING SHALL BE OF SUFFICIENT STRENGTH TO MAINTAIN THEIR PROPORTIONAL SHARE OF THE WEIGHT OF THE PIPE AND CONTENTS. ALL SUPPLY, DRAIN, AND WASTE UNES SHALL BE TESTED PER CODE /INDUSTRY STANDARDS FOR LEAKAGE. PLUMBING /SEWER REFERENCE SPACES: CRAWL SPACE CLEARANCES OF 18" BETWEEN GRADE AND BOTTOM OF JOISTS, AND 12" BETWEEN GRADE AND BOTTOM OF GIRDERS SHALL BE MAINTAINED. CORRIDOR WIDTH. 36" MINIMUM CLEAR. STAIRWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 30 ", A MINIMUM CLEAR HEADROOM OF 6' -8 ", A MINIMUM TREAD DEPTH OF' 10 ". AND A MAXIMUM RISER HEIGHT OF 7 -3/4 ". TOILETS SHALL BE LOCATED IN A SPACE NOT LESS THAN 30" IN WIDTH, WITH 21" MIN. CLEAR IN FRONT OF THE BOWL CEILING HEIGHTS ABOVE FINISHED FLOOR SHALL BE AS FOLLOWS: - HABITABLE SPACES MUST HAVE A CEIUNG HEIGHT NOT LESS THAN 7' -6" EXCEPT AS NOTED BELOW. - KITCHENS, HALLS, BATHROOMS. AND TOILET COMPARTMENTS MAY NOT HAVE A CEILING HEIGHT OF LESS THAN 7' -0" AS MEASURED FROM THE LOWEST PROJECTION FROM THE CEILING. - WHERE BEAMS ARE EXPOSED IN THE CEILING AND ARE SPACED 48 "oc OR GREATER, THE CEILING HEIGHT SHALL THEN BE MEASURED FROM THE UNDERSIDE OF THOSE BEAMS, AND SHALL BE 7' -O" MINIMUM. - IN A ROOM WITH A SLOPED CEILING. THE REQUIRED CEILING HEIGHT IS REQUIRED FOR ONLY 1 /2 OF THE ROOM'S FLOOR AREA. - NO PORTION OF THE ROOM FLOOR AREA THAT IS LESS THAN 5' -O" FROM THE CEILING MAY BE USED IN DETERMINING FLOOR AREA THAT MUST COMPLY WITH CEIUNG HEIGHT REQUIREMENTS. - IF' ANY ROOM CONTAINS A FURRED DOWN PORTION OF CEILING. IN NO CASE MAY THE AREA OF THE FURRED DOWN CEILING EXCEED 1/3 OF' THE FLOOR AREA OR BE LESS THAN 7' -O" FROM THE FINISHED FLOOR. HVAC: FURNACE CLOSET OR ALCOVES ARE TO BE A MINIMUM OF 6" WIDER THAN THE FURNACE INSTALLED THEREIN. AND A MINIMUM OF 3" OF WORKING SPACE IS TO BE PROVIDED ALONG THE SIDES, BACK, AND TOP OF THE FURNACE. RAILINGS: STAIR HANDRAILS SHALL PROVIDE A GRIP SURFACE NOT LESS THAN 1 --1/4" DIAMETER OR 2" IN CROSS - SECTION. SHALL BE LOCATED BETWEEN 30" AND 34" ABOVE THE NOSING OF THE TREAD DIRECTLY BELOW, AND SHALL BE SPACED AT LEAST 1 --1/2" FROM THE WALL FINISH. RAILINGS SHALL NOT BE LESS THAN 36" IN HEIGHT ABOVE ADJACENT GROUND /FLOORS. AND BE CAPABLE WITHSTANDING A FORCE OF 20 LBS PER LINEAL FOOT APPLIED AT RIGHT ANGLES TO THE RAILING. RAILINGS EMPLOYING BALLUSTERS OR SIMILAR OPEN CONSTRUCTION SHALL HAVE SUCH BALLUSTERS POSITIONED SO AS TO PREVENT A 4" DIAMETER SPHERE FROM PASSING THROUGH, AND 6" DIAMETER BETWEEN STAIR TREADS AND SLOPING RAILS. DIMENSION MINIMUMS REFERENCE GENERAL: THIS HVAG APPLIANCE REQUIREMENT SUMMARY DOES NOT INCLUDE SOLID FUEL BURNING APPLIANCES. SEE SPECIFIC NOTE GROUPS IF SUCH CONDITIONS APPLY. HEATING EQUIPMENT: HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE WHICH GENERATES A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS. SHALL BE INSTALLED WITH THEIR PILOTS AND BURNERS, OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL HEATING FACILITIES SHALL MAINTAIN AN INDOOR TEMPERA- TURE OF 70' AT 36" ABOVE THE FLOOR WHEN OUTDOOR AIR TEMPERATURE IS AS SPECIFIED IN WSEC. FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE (CONSTRUCTED PER WSEC) SHALL OBTAIN COMBUSTION AIR FROM THE OUTDOORS BY MEANS OF AN 8 "0 26g (.019 INCH) GALV. DUCT AND REGULATED BY A MOTORIZED DAMPER. COMBUSTION /FRESH AIR SUPPLY THROUGH DUCT SHALL BE MANAGED BY A 24 -HOUR CLOCK TIMER. APPLIANCES LOCATED IN GARAGES SMALL BE SUITABLY PROTECTED AGAINST DAMAGE, AND SHALL BE INSTALLED WITH CLEARANCES INACCORDANCE WITH THEIR LISTINGS. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFI- CATIONS. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS. ALCOVES, OR CONFINED SPACES, SHALL BE SO LISTED. NO WARM AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNATED TO BE USED AS A BEDROOM, BATHROOM, CLOSET, OR ANY OTHER ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACES, ENCLOSED FURNACES, AND ELEC- TRIC HEATING FURNACES. DUCTWORK: SEE OTHER NOTE GROUPS, THIS PAGE. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR OFFSETS THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 16 OF THE 1993 IRC. FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER. 1 -1/2" FIBERGLASS INSULATION (R -5), AND A NON- PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEEED 10' -0" IN LENGTH UNLESS NOTED OTHERWISE. HVAC EQUIPMENT, VALVES. AND DAMPERS SHALL BE LOCATED IN EASILY ACCESIBLE LOCATIONS. UNLESS SHOWN ON ARCHI- TECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. PROVIDE TURN VANES IN ALL MITERED 90'S AND TEE'S, EXCEPT IN KITCHEN HOOD EXHAUST SYSTEM AND LAUNDRY VENT SYSTEM. FIRE DAMPERS ARE NOT REQUIRED IN AIR DUCTS PASSING THROUGH OCCUPANCY SEPARATION WALLS. CEILINGS. OR FLOORS PROVIDING DUCTWORK WITHIN THE GARAGE IS CONSTRUCTED OF STEEL NOT LESS THAN 0.019" THICK (26 GALV SHEET GAUGE) AND DOES NOT HAVE ANY OPENINGS INTO THE GARAGE. WATER HEATERS; GAS APPLIANCE REQUIREMENTS ABOVE ALSO APPLY. ALL WATER HEATERS IN AN UNHEATED SPACE SHALL BE SET ON AN R -10 RIGID INSUL PAD. SECURE WATER HEATER TO WALLS WITH GALV. METAL STRAPPING UNLESS RIGID PIPING IS USED TO CONNECT WATER HEATER TO SUPPLY LINES. PRESSURE RELIEF VALVE SHALL DRAIN TO EXTERIOR. FURNACE, WATER HTR, and DUCTWORK REFERENCE GENERAL: THERMAL INSULATION STANDARDS ARE TO COMPLY WITH 2003 WASHINGTON STATE ENERGY CODE STANDARDS. BUILDING: WALL CAVITY INSULATION SHALL BE STAPPLED TO THE FACE OF STUDS AND SHALL FILL THE ENTIRE CAVITY. DO NOT COMPRESS INSULATION AT PLUMBING OR ELECTRICAL CONDITIONS; CUT OPENING THROUGH WHIICH PIPE OR WIRE MAY PASS, AND AT FIXTURES BACK WITH RIGID INSULATION. TO ACHIEVE REQUIRED 'R- VALUE'. INSULATION IN FLOORS IS TO BE SUPPORTED AGAINST SAGGING OR OTHER DISPLACEMENT BY TWINE, WIRE, SCREENING, OR OTHER MEANS THAT DOES NOT COMPRESS THE INSULATION. INSULATE BEHIND SHOWERS AND TUBS IN ALL WALLS. ALL WINDOWS AND DOORS SHALL BE TESTED UNITS WITH INSULATED GLASS AND /OR COMPLYING WITH NFRO STANDARDS. CRAWL AND ATTIC ACCESS PANELS ARE TO BE WEATHER - STRIPPED AND INSULATED THE SAME AS THE ADJACENT BUILDING ASSEMBLY. WATER HEATERS: ALL WATER HEATERS SHALL BE SET ON AN R -10 RIGID INSUL PAD WHEN PLACED IN UNHEATED SPACES. DUCTWORK: INSULATION OF DUCTWORK SHALL COMPLY WITH IRC SEC. M1601.2.1_ JOINTS AND SEAMS SHALL BE MADE SUBSTANTIALLY AIR TIGHT WITH TAPES, MASTICS, GASKETING, OR OTHER APPROVED METHODS. DUCTS SHALL BE INSULATED PER WSEC STANDARDS AND AS FOLLOWS: - DUCT WRAP SHALL BE 2.0" (0.75 lb/CF) FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER. - SOUND LINING IN DUCTS WITHIN ROOF CEILING SPACE SHALL BE 1.5" (1.5 Ib /CF) FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 CFM. PIPING: PIPING FOR HOT WATER /STEAM HEATING SYSTEMS AND CONTINUOUSLY CIRCULATING HOT WATER SYSTEMS SHALL BE INSULATED IN ACCORDANCE TO WSEC STANDARDS. HOT AND COLD WATER PIPES MUST BE INSULATED TO R -3 WHEN LOCATED IN UNHEATED SPACES. INSULATION REFERENCE FOAM PLASTIC INSULATION SHALL COMPLY WITH IRC SEC R314. WHEN INSULATION MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE DEVELOPED LIMITA- TIONS DO NOT APPLY TO THE FACING PROVIDING THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEX- POSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. THE FOLLOWING MINIMUM INSULATION STANDARDS SHALL BE MET UNLESS OTHERWISE CALCULATED BY APPROVED WSEC PROCEDURES: - R -30 INSULATION IN ALL SLOPING CEILING AREAS AND i T - 3 IN ALL FIAT CEILING AREAS 4 INSULATION IN ALL 2x6 WALL CAVITIES p INSULATION IN 2x4 WALL CAVITIES WITH R--7.0 IIGG�ID INSULATION INSTALLED OVER WALL SHEATHING \ R -21 INSULATION IN 2x6 WALL CAVITIES - R -10 RIGID INSULATION SEPARATING THE FLOOR SLAB FROM THE FOUNDATION WALL AND THEN EXTENDING 24" BACK UNDER THE SLAB WHEN THE SLAB IS WITHIN 18" OF THE EXTERIOR FINISH GRADE - R -10 RIGID INSULATION ON THE EXTERIOR FACE OF THE FOUNDATION WALL EXTENDING FROM THE TOP OF THE WALL DOWN A MINIMUM OF 24" BELOW THE EXTERIOR FINISH GRADE WHERE THE INTERIOR FLOOR SLAB IS WITHIN 24" OF THE EXTERIOR FINISH GRADE. RIGID INSULATION USED IN THIS MANNER SHALL BE EXTRUDED POLYURETHANE AND SHALL BE PROTECTED FROM MOISTURE AND DAMAGE. - BASEMENT WALLS ADJACENT TO FOUNDATION WALLS SHALL ALSO BE INSULATED WITH R -21 INSULATION. WINDOWS, DOORS, & PANELS: a CHAP. 4 OPT'N /GLZ % FL AREA MAX IV / N/A HVAC EQUIPMENT EFFICIENCY MIN. N/A GLAZING U -VALUE MAX. (1) .40 GLAZING 'U -avg" (SEE WINDOW SCHEDULE) 0.376 HEATED FLOOR AREA (NEW FLOORS) 1458.00 GLAZING AREA ALLOWED AT 21% N/A GLAZING .AREA PROVIDED 104.75 SF DOOR <50% GLZ U -VALUE MAX. .20 (R -5) FLAT CEILING R -VALUE MIN. R -38 VAULTED CEILING R -VALUE MIN. R -30 ABOVE GRADE WALL INSULATION R-21 R -VALUE MIN. BELOW GRADE INTERIOR INSULATION R -VALUE MIN. BELOW GRADE EXTERIOR INSULATION R -VALUE MIN. IN FLOOR ABOVE GRADE INSULATION R -VALUE MIN. UNDER SLAB ON GRADE INSULATION R -VALUE MIN. NOTES: (2) NOT APPLICABLE TO THIS PROJECT. R -21 (2) R -10 (2) R -30 R -10 (2) WSEC OPT IV REFERENCE GENERAL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALL PANELS. OPENINGS AT PENTRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS. AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL SE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VERIFY FRESTOP REQUIREMENTS WITH LOCAL BUILDING OFFICIAL FOR UTILITY PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES. FANS: SOURCE SPECIFIC FANS SHALL COMPLY WITH THE FOLLOWING: - FLOW RATE AT 0.25 W.G. IS MEASURED AT WALL CAP - 50 CFM MIN. FOR BATHROOMS, LAUNDRY, AND POWDER ROOMS - 100 CFM MIN. FOR KITCHENS - EXHAUST DUCTS ARE TO BE INSULATED TO R -4 WHEN RUNNING THROUGH CONDITIONED SPACES. - BACKDRAFT DAMPERS SHALL BE INSTALLED - EXHAUST DUCT SHALL TERMINATE OUTDOORS - INSTALLATION SHALL COMPLY WITH WSEC. - FAN OPERATION SHALL BE CONTROLLED BY READILY ACCESSIBLE MANUAL SWITCHES APPLIANCES: ALL CLOTHES DRYERS, NON- ELECTRIC FURNACES AND WATER HEATERS. AND LIQUID FUEL BURNING APPLIANCES SHALL BE VENTED DIRECTLY TO THE OUTDOORS BY DIRECT VENT OR FORCED DRAFT VENTING. ALL RANGES, COOKTOPS, AND EXHAUST HOODS THAT ARE NOT SELF - VENTING SHALL BE VENTED DIRECTLY TO THE OUTDOORS. LIGHT FIXTURES: ALL RECESSED LIGHT FIXTURES SHALL BE TYPE IC RATED. MANUFACTURED WITH NO PENETRATIONS BETWEEN THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY, AND SEALED OR GASKETED AT THE POINT OF' PENETRATION THROUGH THE CEILING FINISH MATERIAL AGAINST AIR LEAKED IN TO THE CEILING CAVITY. OUTLET & SWITCH BOXES: OUTLET AND SWITCH BOXES LOCATED IN EXTERIOR WALLS ARE TO BE SEALED AT THE BACK AND SIDES OF THE BOXES, OR SEALED WITH A FACE PLATE GASKET. REFERENCE NATURAL VENTILATION: FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILA- TION REQUIREMENTS, ANY ROOM MAY BE CONSIDERED A PORTION OF' AN ADJOINING ROOM WHEN ONE HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1/20 OF THE FLOOR AREA OF THE INTERIOR ROOM OR 25 SQ. FT., WHICH EVER IS GREATER. KITCHENS WITHOUT NATURAL VENTILATION SHALL BE PROVIDED WITH EXHAUST FANS CONNECTED DIRECTLY TO THE OUTSIDE OR OTHER VENTILATION SYSTEMS APPROVED BY THE BUILDING OFFICIAL HAVING A CAPACITY OF NOT LESS THAN THAT SPECIFIED IN WSEC. EXTERIOR OPENINGS FOR NATURAL LIGHT AND VENTILATION SHALL OPEN DIRECTLY ON TO A STREET, PUBLIC ALLEY, OR TO A COURT OR YARD LOCATED ON THE SAME LOT AS THE BUILDING. NATURAL VENTILATION TO HABITABLE ROOMS SHALL BE OBTAINED THROUGH OPERABLE GLAZED OPENINGS OF NOT LESS THAN 1/20 OF THE FLOOR AREA TO BE VENTED NOR LESS THAN 5 SF, OR PROVIDE MECHANICAL VENTILA- TION PER WSEC STANDARDS. ALL BATHROOMS. WATER CLOSET COMPARTMENTS. LAUNDRY ROOMS, AND SIMILAR ROOMS SHALL HAVE A MINIMUM EXTERIOR OPENING OF NOT LESS THAN 1-1/2 SQ. FT., OR PROVIDE MECHANICAL VENTILATION WITH A CAPACITY NOT LESS THAN THAT SPECIFIED IN THE WSEC. CRAWL SPACES ARE TO HAVE PERIMETER VENT OPENINGS OF AN AREA NOT LESS THAN 1/150TH OF THE AREA TO BE VENTED, AND LOCATED AS NEAR AS POSSIBLE TO CORNERS, AND AS REQUIRED TO PROVIDE THROUGH VENTILATION. WHEN APPROVED BY THE REVIEWING BUILDING OFFICIAL, THE REQUIRED VENT AREA FOR CRAWL SPACES HAVING DRY CONDITIONS MAY BE REDUCED TO 1/1500 OF' THE AREA TO BE VENTED. ATTIC SPACES ARE TO HAVE EAVE VENTS EQUALLING 1/150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36" ABOVE THE EAVE PLATE. IN WHICH CASE THE VENTING AREA MAY BE REDUCED TO 1 /300TH OF THE AREA TO BE VENTED. WHERE EVER INSULATION MAY COME IN TO CONTACT WITH THE UNDERSIDE OF' ROOF SHEATHINGS, A BAFFLE SHALL BE FASTENED ABOVE THE INSULATION AND 1" BELOW THE SHEATHING, AND EXTEND 6" ABOVE BATT INSULATION. OR 12" ABOVE LOOSE FILL INSULATION. VAPOR BARRIERS: A 6 MIL BLACK POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED WITHIN CRAWL SPACE AREA(S) DIRECTLY OVER THE GROUND, ALL FOOTINGS, AND E UP ALL FOUNDATION WALLS TO THE MUDSILL ALL JOINTS SHALL BE CLEANED AND TAPED WITH WATER RESISTANT TAPE. ALL EXTERIOR WALLS AND CEILING AREAS SHALL HAVE A VAPOR BARRIER EITHER AS A PART OF THE INSULATION OR SEPARATE 4 MIL POLYETHYLENE SHEET. IN EITHER APPLICA- TION ALL VB JOINTS SHALL OCCUR OVER SOLID FRAMING, AND ALL PUNCTURES, WHETHER ACCIDENTAL, OR AS A RESULT OF ELECTRICAL, MECHANICAL, OR FRAMING ASSEMBLIES, SHALL BE TAPED OR OTHERWISE MADE SEALED. BUILDING ENVELOPE: EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND FOUNDATIONS. BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATION OF UTILITIES SERVICES THROUGH WALLS, FLOORS. AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTIPPED TO LIMIT AIR LEAKAGE. ALL EXTERIOR DOORS, OTHER THAN FIRE RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN THE RESIDENCE AND THE GARAGE MUST MEET THE ABOVE REQUIREMENT. IAQ, INFILTRATION, and VENTILATION VENTS /CHIMNEYS: ALL APPLIANCES DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM THAT COMPLIES WITH THE IRC MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B OR BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING. MANUFACTURER'S INSTRUCTIONS. TYPE B OR BW GAS VENTS SHALL TERMINATE NOT LESS THAN 2'--0" ABOVE THE ROOF THROUGH WHICH IT PENETRATES, NOR LESS THAN 4' -0" FROM ANY PORTION OF' THE BUILDING WHICH EXTENDS AT AN ANGLE MORE THAN 45 DEGREES ABOVE THE HORIZONTAL VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES. DUCTWORK: JOINTS AND SEAMS SHALL BE MADE SUBSTANTIALLY AIR TIGHT. ALL DUCT SYSTEMS SHALL BE SEALED WITH LISTED MASTIC TYPE DUCT SEALANT. CLOTH TAPES ARE NOT ALLOWED. DUCTWORK. LOCATIONS OF, AND SOURCE OF COMBUSTION AIR SHALL COMPLY WITH THE IRC MECHANICAL CODE. DUCTWORK BEING USED FOR VENTING KITCHEN COOKING APPLIANCES AND EXHAUST HOODS SHALL BE METAL WITH SMOOTH INTERIOR SURFACES AND SHALL COMPLY WITH THE IRC MECHANICAL CODE. COMBUSTION AIR DUCTS TO FURNACES SHALL BE 26g (.019") GALV. 8" ROUND RIGID METAL. AIR DUCTS AND PLENUMS PASSING THRU THE GARAGE WALLS. FLOOR. OR CEILING TO THE DWELLING SHALL BE 26g (.019 ") SHEET METAL AND SHALL NOT CONTAIN ANY OPENINGS TO THE GARAGE. CLOTHES DRYER EXHAUST DUCTS SHALL BE FREE OF' ANY PROJECTIONS THAT MAY CAUSE LINT AND DUST BUILD UP WITHIN THE DUCT. WOODSTOVES & FIREPLACES: WOODSTOVES AND FIREPLACES SHALL HAVE TIGHT FITTING DOORS TO THEIR FIREBOXES, AND FIREPLACES SHALL ALSO HAVE A MANUALLY OPERATED TIGHT FITTING FLUE DAMPER. WOODSTOVES AND FIREPLACES ARE TO HAVE COMBUSTION AIR SUPPLIED DIRECTLY TO THE FIREBOX THROUGH A 6 SQ INCH DUCT WITH A READILY ACCESSIBLE DAMPER. FURNACES: SEE "FURNACE, WATER HEATER.." NOTES THIS PAGE. LTERNATIVE WINDOWS ALLOWED PROVIDING UA (average) DOES NOT EXCEED O. INDOW SCHEDULE erage) 1 1 MAI LOCATION MANUF'R MODEL NO W 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD 1 UPPER FL MILGARD REFERENCE MILGARD 5421 2' -6" 4' -O" MILGARD 5120 5' -O" 4' -0" • 5T 5421 5120 5521 . ct4t1S‘ OV t- KA ; :;�& ) D �x I ON �t@ 5' - O" 4 0 ' -" H TYPE MAT'L GLZ 4' -0" SLIDER 4' -O" SLIDER 3' -6" AWNING 4' -0" SLIDER 3' -O" CASEMENT AWNING VINYL 1/2" -ARG .33 10.0 SF 3. SLIDER VINYL 1/2 "-ARG .39 20.0 SF VINYL VINYL VINYL VINY U A UA 1 /2 "- ARG 9 24.0 SF 9.36 1/2" .39 20.0 SF 7.80 1 2.4"-ARG .33 8.75 SF 2.89 /2" -ARG .39 16.0 SF 6.24 1/2" -ARG .33 6.0 SF 1.98 TOTALS: 104.75 SF 71.51 0.376 FEB 12 2008 PEI il'NII I CENTER GENERAL INFORMATION: THIS PAGE IS A STANDARDIZED SHEET OF GENERAL CODE INFORMATION. IT IS BEING INCLUDED TO ASSIST THOSE INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT. IT IS NOT INTENDED TO INCLUDE ALL APPLICABLE CODES, AND, IN SOME AREAS LOCAL VARIATIONS MAY SUPERCEDE THESE CODES, UTILIZING THE INFORMATION CONTAINED ON THIS PAGE DOES NOT RELIEVE THE CONTRACTOR. SUB - CONTRACTOR, OR OTHERS ACTING ON THEIR BEHALF FROM THEIR RESPONSIBILITIES FOR LEGAL COMPLIANCE WITH ANY AND ALL PERTINENT BUILDING CODES AND REGULATIONS. ADDITIONAL CODE INFORMATION MAY BE FOUND ON OTHER DRAWINGS PREPARED FOR THIS PROJECT. AND /OR CONTAINED WITHIN SPECIFICATIONS IF PROVIDED AS PART OF THIS PROJECT. ALL RIGHTS ARE RESERVED TO MODIFY THIS DOCUMENT AND THE INFORMATION CONTAINED HEREON WITHOUT PRIOR NOTIFICATION. THIS SHEET IS PROTECTED UNDER COPYRIGHT LAWS. PLEASE DO NOT COPY. GENERAL NOTES REFERENCE FILE: Mubarek f t3ASE: CUSTOM JOB: 102405 DATE: 06/19/07 This document, been produced not be resold, in whole or in and the informat on, work, and design hereon has by and is the sole property of SH /DD, and may reused, or reproduced, mechanically or otherwise, part, other than may be contractually stipulated. CSN /DD Q 2007 Mubarek Addition 13613 -1/2 52nd Ave 5, Tukwila, Wa. 98168 REFERENCE NOTES Energy/HVAC Ventilation /IAQ Sheet: K SIGNATURE REQUIRED FOR PERMIT: R2