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HomeMy WebLinkAboutPermit D08-249 - VALLEY VIEW SEWER DISTRICT - TENANT IMPROVEMENTVALLEY VIEW SEWER DISTRICT 14816 MILITARY RD S D08 -249 Parcel No.: 0041000083 Address: 14816 MILITARY RD S TUKW Suite No: Tenant: Name: VALLEY VIEW SEWER DISTRICT (TI) Address: 14816 MILITARY RD S , TUKWILA WA Owner: Name: VAL VUE SEWER DIST Address: PO BOX 69550 , SEATTLE WA 98168 Phone: Contact Person: Name: BRANDT MCCORKLE Address: 910 MARKET ST , KIRKLAND WA 98033 Phone: 425 827 -7850 Contractor: Name: BEISLEY INC Address: 230 MAPLE WOOD CT NE , BELFAIR, WA 98528 Phone: Contractor License No: BEISLI *027LC doc: IBC -10/06 City ef 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 DEVELOPMENT PERMIT Permit Number: D08 -249 Issue Date: 07/02/2008 Permit Expires On: 12/29/2008 Expiration Date: 10/01/2009 DESCRIPTION OF WORK: UPGRADE EXISTING OFFICE BUILDING TOILET ROOMS AS WELL AS HVAC SYSTEM (TO BE UNDER SEPARATE MECHANICAL PERMIT). Value of Construction: $70,000.00 Fees Collected: $1,666.05 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** D08 -249 Printed: 07 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • Permit Number: D08 - 249 Issue Date: 07/02/2008 Permit Expires On: 12/29/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Print Name: doc: IBC -10/06 N ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. D E- Date: [ 913 The granting of • ermit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or i�erformance of wor I a authorized to sign and obtain this development permit. Signature: � �/ Date: ?Plot A 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 -249 Printed: 07 -02 -2008 Parcel No.: 0041000083 Address: Suite No: Tenant: doc: Cond -10/06 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 14816 MILITARY RD S TUKW VALLEY VIEW SEWER DISTRICT (TI) 1: ** *BUILDING DEPARTMENT CONDPI'IONS * ** 12: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -249 ISSUED 05/01/2008 07/02/2008 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: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: 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. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building D08 -249 Printed: 07 -02 -2008 Department (206- 431- 3670). 17: ** *FIRE DEPARTMENT CONDITIONS * ** 0 City of Tukwila 19: Maintain fire extinguisher coverage throughout. 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 0 16: 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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. doc: Cond -10/06 D08 -249 Printed: 07 -02 -2008 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.cidulcwila.wa.us 0 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tulcwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 34: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 35: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (1FC 605.3.1) 36: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 37: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 38: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 39: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 40: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 0700. If you have any questions, please call Tulcwila Fire Prevention Bureau at (206)575 -4407. * * continued on next page ** doc: Cond -10/06 D08 -249 Printed: 07 -02 -2008 S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 0 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction 9 performance of work. Signature: Print Name: doc: Cond -10/06 Jig k Date: ?/zioe D08 -249 Printed: 07 -02 -2008 CITY OF TUKWILS Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Perm>No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. ori-ozt (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 90'kD-r1 SITE LOCATION Site Address: 'i 4 ? ( H I 1 Q-0 Scj Tenant Name: Property Owners Name: V A - U - E . y V EIS! 5 ( f . . 1 ' E Y L . P tS' v Z lc- Mailing Address: -h � ` L � C C, °) 6 o / SC4-7 L 04. c: / S -/< City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: . 112-1-1/4 lT kAA g $ n �3 Q lo I City State Zip E -Mail Address: OA cc o r g �Q J , zc �• .l w ;rat , c.c., _ Fax Number: 4 z7- 70 t'+ Mailing Address: O mot GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: U k - i - 1 n u I - t »q i L- F 1 J L I c rVM f Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: l44( 4 644Lt) -c IF . Mailing Address: Ck( . i"4 421(-61 S i V-1 LA- g $ q .S3 City State Zip Contact Person: IS t 9 M C__J - &.C..A - Day Telephone: 42.5 •.0'Z,7 - 78 5 E -Mail Address: L'vi z c.v r L.-La a- a..-it 11-.9,--_--,1 . c o Fax Number: 47-S - ` � 2'7 - - 70 ) 4 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ) (Thf3 ai /- Mailing Address: I O `LC) 47, Contact Person: l F C I L(. I 1 - 4 1-- t 0 E -Mail Address: J p }c- G c � cZi - Q:\Applications\Fomu- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bb King Co Assessor's Tax No.: 0 (X-1 co -OORl n°$, Rq Suite Number: New Tenant: Floor: ❑ Yes A.No State Zip Day Telephone: 4 827- 735 State Zip 1i- t l71! (--.4r4 r0 W4 9 &.53' City State Zip Day Telephone: 41.6- a Z- S- 4ez x 271 Fax Number: 42 C - e 2'7- C, i' i Page 1 of 6 L BUPING PERMIT INFORMIDION - 206-431-3670 Valuation of Project (contractor's bid price): $ . . o o (Existing Building Valuation: S , 4 114 Scope of Work (please_orovide detailed information): SQL tl f'e— s ELi D c: -l2. -i ima,J 64.1 4 - () - •1 Li -0 r c • L.: U bF1=, ft-,L. 0c., VA-e., _ � s •rte Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal,.dwelling:: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 1 Compact: '?j Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None 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 Sa _ ty b ata 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. Q:\Applications\Forms- Applications 05 Line \32006 - Permit Application -doc Revised: 9 -2006 bh —(2-1 ‘.. ,e • X . No If yes, a separate permit and plan submittal will be required. Other (specify) Page 2 of 6 Existing Interiors Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 S ` Floor `2 -4' 0 "cod V - 6 '6,6-2, 2 Floor t 4'0 - - - - 3` Floor - -- Floors thru Basement Accessory Structure* Attached Garage Detached Garage - - - - -- - -- --- — -- - Attached Carport Detached Carport , , . i i. 1 Covered Deck Uncovered Deck L BUPING PERMIT INFORMIDION - 206-431-3670 Valuation of Project (contractor's bid price): $ . . o o (Existing Building Valuation: S , 4 114 Scope of Work (please_orovide detailed information): SQL tl f'e— s ELi D c: -l2. -i ima,J 64.1 4 - () - •1 Li -0 r c • L.: U bF1=, ft-,L. 0c., VA-e., _ � s •rte Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal,.dwelling:: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 1 Compact: '?j Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None 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 Sa _ ty b ata 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. Q:\Applications\Forms- Applications 05 Line \32006 - Permit Application -doc Revised: 9 -2006 bh —(2-1 ‘.. ,e • X . No If yes, a separate permit and plan submittal will be required. Other (specify) Page 2 of 6 -PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. BUILDING 0 Signature: 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. OR AUTHO Date: 0/o s' Print Name: a 4-4 Di c- k Day Telephone: 2 0‘ — .2q 2 -3 2 3 6 Mailing Address: 100 6'7 S S� .Seer 1 : «' Q:\ApplicationsJ ones- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Date Application Accepted: Date Application Expires: Staff Initials: i Page 6 of 6 Parcel No.: 0041000083 Permit Number: D08 -249 Address: 14816 MILITARY RD S TUKW Status: APPROVED Suite No: Applied Date: 05/01/2008 Applicant: VALLEY VIEW SEWER DISTRICT (TI) Issue Date: Receipt No.: R08 -01907 Initials: WER User ID: 1655 Payee: VAL VUE SEWER 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 2816 1,020.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $1,020.50 Payment Date: 06/03/2008 10:53 AM Balance: $0.00 1,007.00 9.00 4.50 Total: $1,020.50 3184 06/03 9711 TOTAL 1020.50 doc: Receiot -06 Printed: 06-03 -2008 Parcel No.: 0041000083 Permit Number: D08 -249 Address: 14816 MILITARY RD S TUKW Status: PENDING Suite No: Applied Date: 05/01/2008 Applicant: VALLEY VIEW SEWER DISTRICT (TI) Issue Date: Receipt No.: Initials: User ID: Payee: R08 -01445 JEM 1165 VAL WE SEWER DISTRICT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2814 645.55 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 645.55 Total: $645.55 Payment Amount: $645.55 Payment Date: 05/01/2008 12:20 PM Balance: $1,020.50 1875 05/01 9711 TOTAL 645.55 doc: Receiot -06 Printed: 05 -01 -2008 Project: )� /` % 4 4/ /!/ /te Type of Inspection: ic /vt/4¢ / Address: - / inZi 7 Date Called: Special Instructions: Date Wanted: ,3 /2- U p.m. Requester: Phone No: 36D-731- ,von zy9 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY • F TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM f1,', ' W( //:Al 4� Inspec or: 0 REINSPECTION FEE RE AIRED. P�or to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date Date: proved per applicable codes. ❑ Corrections required prior to approval. v Pro ect: / N c JA t ( P. V • -e.� ..,i wer Type of Inspection: sui l) Ge t ( e "�C Address: P (0 A; (.‘Ni Date Called. / Specia nstructions: Date Wanted: a Requester: Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: Inspectr: Date: d X 6LiLj+r 4)■.. El $60.00 REINSPECTIO F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1/ Project; _A f t e vfT f Lt� l ki � ( Type of Inspection: t t l Q / Addf ess: A r .. Date Called: Special Instructions: Date Wanted: /0--- 24--- m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dad PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector 6./L,t !Date: Y $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: -`X ^ ct _ ♦ ..� y -w.. - .f:a'. _ '.rebid • Project: if I Type of spec i Address: / A , M / , :.. Jd44f (. Kr y 1�I( Date Called: Special Instructions: 1 Date Wanted: -J o �a^f'ri' T-L ` Requester: Phone No: / / . -r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 Fs Z4�i PERMIT NO. (206)431 -3670 l in Approved per applicable codes. ❑ Corrections required Wior to approval. COMMENTS: Inspec or: Date: ❑ $60.00 REINSPECTION FEE REQt�IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: LJ Address: 1Li q 1 t M,,,,,, °i Suite #: ' Contact Person: 4-("...4)P-. -; �' 1v u - Special Instructions: D Cam, i2t.- ( \ S( L'2> ' 2'44-1 Monitor: Kw t\.. '0N, >i,\Dv =,; a;,i kcl;, ILI cit, l : iv\ •., , 5 — (._,-)(---,,,--•,. c r U '` ° ti' ) Occupancy Type: t: / _rc_ C A. r -'i Ni t ,. L. f - OIL- \ t y c,19 — n't - �w' ti; t)( /' �)o " C-. '. t '° -k.,. v,'. 4 "1. 0 ; r — •i i . ) C. W.. 1 1 N•= i ,.,Lc_ \ eV-: I" !._ = ? j \ —(.1 4.)-tri --0E- IIF:-Ij�, 1. \ a ! , ' } a i i Project: % t- SL i.: ,vq, j Type of Inspection: LJ Address: 1Li q 1 t M,,,,,, °i Suite #: ' Contact Person: 4-("...4)P-. -; �' 1v u - Special Instructions: ex. Phone No.: Needs Shift Inspection: 'ux - L. i , ,, Sprinklers: 0 I Fire Alarm: itkc Q a; 2' ''`'r "i, .;` .:,. a ex. Hood & Duct: t' Monitor: Kw t\.. '0N, >i,\Dv =,; a;,i kcl;, Pre -Fire: '0 i'' — Ft_ r=1\ V Permits: ;);,,;,,,_ Occupancy Type: t: / S - Z._ INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 • Li t 1 t 1 4 5 0 1 /3) , : , 4 ;2 f I PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 .J t Corrections required prior to approval. Inspector: . \t4f \ A 4 ! I 0 Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 DIBBLE ENGINEERS VA L- VUIE OPS & VEHICLE STORAGE FACILITY STRUCTURAL CALCULATIONS TUKWILA, WASHfNGT PREPARED FOR: Page & Beard Architects, PS 910 Market Street Kirkland, WA 98033 Structural Calculations Project #: 07 -391 Prepared by Dibble Engineers, Inc. May 1, 2008 II`r. COPY N _... REVIEW�P��NCE �I CODE CD APPROVE MAY 2 8 2008 Tukwila BUILDING rity Of Tuk E� DING DIVISIOi • RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER DIBBLE ENGINEERS, INC. VAL -VUE OPS & VEHICLE STORAGE FACILITY STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS Section Number DESIGN CRITERIA 1 BUILDING A REMODEL CALC 2 DIBBLE ENGINEERS, INC. VAL -VUE OPS & VEHICLE STORAGE FACILITY STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON SECTION 1 DESIGN CRITERIA DIBBLE ENGINEERS, INC. Project No. 07 -391 Project Val Vue S.D. Ops & Vehicle Storage Facility Subject Design Loads Sheet No. DC -1 Date 1/7/2008 By TSW Roof Dead Loads Roofing Material (Composition Shingle) 1/2" Ply Framing Member 2x12 at 24" o/c R -38 Insulation 5/8" Gyp Board Misc. Other Assume Roof DL of 15 psf Typical Floor Dead Loads Finish Flooring Material 3/4" Ply Framing Member 2x10 at 16" o/c R -30 Batt Insulation 5/8" Gyp Board Misc. Other Assume Floor DL of 15 psf 3.2 psf psf 2.2 psf 1.1 psf 2.8 psf 4.2 psf 15.0 psf 2.5 psf 0 psf 0 psf 2.3 psf 2.8 psf 1 psf 2.8 psf 3.6 psf 15.0 psf Typical)= xterjoLWWILDead_Loads Beveled Siding 1/2" Ply Framing Member (2x6 Studs @ 16" oc) R -21 Batt Insulation 1/2" Gyp Board Misc. Other pock Dead Loads Deck Boards Trex Decking Framing Member 2x10 @16 "o.c Perimeter R ifng Misc. OthdF 0.5 psf 2 psf 1.2 psf 10.0 psf Assume Wall DL of 10 psf Assume DL of 10 psf 2.5 psf (.5 1.5 p O 2!�psf 4,44sf 0 psf 2.8 psf 0 psf 2 psf 0.8 psf 10.0 psf Dibble Engineers, Inc. - Design Criteria Worksheet Gravity Design Loads: Foundation: Lateral Earth Pressures: Snow: Lateral Wind: Lateral Seismic: Job Name: Val-View, Ops'8, Vehicle Storage 'Facility Project #: 07;391 .. Location: 14816Military'Road'South,•TukviilailWA'98168 Building Code: 2006 IBC Permitting Authority: City!cifTukwilaMA Roof Dead Load Roof Live Load Floor Dead Load Floor/Mezzanine Live Load LL Reducible? Partition Load Composite Floor Soil Bearing Press Pile Capacity Frost Depth Restrained Unrestrained: . ..... . Passive Pressure: Friction Coefficient Ground Snow Load p Importance Factor I Snow Load p, Snow Exposure C Thermal Factor C Basic Wind Speed V (3-sec gust) Exposure Category Importance Factor l Internal Pressure Coefficient GCP, Site Class Ss S F. . . SOS 15 25 15 50 n/a .20 : n/a 2000 n/a .18 n/e n/a 200 0.35 20 25 1.00 1.00 85 B 1.00 psf psf psf psf psf psf psf tons inch pcf pcf pcf mph D 1:5 g 0.520 g 1.00 Interpolated 1.50 Interpolated 1.000 Concrete: Masonry: Structural Steel: Lumber : Footing: Slab-on-grade: Concrete Beams : Elevated Slabs: Concrete Columns: Concrete Walls: Piles: Reinforced Masonry W-shapes: ASTM A Gr_ Tube/Pipe: ASTM A Gr Bolt Type: ASTM A - Bolt Dia Item: Species & Grade 2x4: HF #2 2x6 & larger 2x 's : HF #2 4x Beams & Post: DF #2 6x Beams & Post : DF #2 Sill Plate Grade: PT HF #2 Engineered Wood Products: SVVWJ OWWJ PSL / LSL / LVL Glulam: 24F-V4; 24F-V8 Sheathing (roof) Sheathing (floor) Sheathing (walls) . ... . 3000 :3000 n/a n/a n/a 3000 n/a 60 60 n/a n/a n/a 60 n/a fc fy ksi ksi ksi ksi ksi ksi ksi fm fy n/a n/a n/a n/a n/a n/a 850, 850 850 750 850 .150, 150, 180 170 150 psi Fy ksi ksi inch Fb Fy psi psi psi psi psi n/a 2900 2400 n/a 23/32 n/a psi psi inch inch inch Dibble Engineers, Inc. - Design Criteria Worksheet Job Name: Project #: Location: Building Code: Permitting Authority: SD1 Importance Category Importance Factor IE Cs Seismic Design Cat. Basic LFR System R = Cd Analysis Procedure 'Val-View Ops Vehicle Storage Facility 07-391 148164111ilitary:RoadSouth, Tukwila, WA 98168 2006 IBC City of Tukwila, WA 0.520 1.00 per mfr .D per mfr per mfr ' permfr per mfr per mfr Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.501 (Ss, Site Class B) 1.0 0.518 (S1, Site Class B) Period Maximum Sa (sec) (g) 0.2 1.530 (Ss, Site Class B) 1.0 0.528 (51, Site Class B) Period Minimum Sa (sec) (g) 0.2 1.425 (Ss, Site Class B) 1.0 0.488 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.501 (SMs, Site Class D) 1.0 0.777 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 (sec) (g) 0.2 1.001 (SDs, Site Class D) 1.0 0.518 (SD1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 MCE Response Spectra for Site Class B Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa Sd (sec) (g) (inches) 0.000 0.600 0.000 0.069 1.501 0.070 0.200 1.501 0.587 0.345 1.501 1.747 0.400 1.295 2.025 0.500 1.036 2.531 0.600 0.863 3.037 0.700 0.740 3.543 0.800 0.648 4.049 0.900 0.576 4.555 1.000 0.518 5.061 1.100 0.471 5.568 1.200 0.432 6.074 1.300 0.399 6.580 1.400 0.370 7.086 1.500 0.345 7.592 1.600 0.324 8.098 1.700 0.305 8.604 1.800 0.288 9.111 1.900 0.273 9.617 2.000 0.259 10.123 DIBBLE ENGINEERS, INC. VAL -VUE OPS & VEHICLE STORAGE FACILITY STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON SECTION 2 BUILDING A REMODEL CALCULATIONS 1 1 / / EXIST FOYER & STAIR EXIST OFFICE EXIST OPEN OFFICE NEW, WOMEN'S TLT /SH RM �XIST ST I WELL NEW MEN'S LOCKER RM .-R1 Ir NEW MEN'S • Or TLT /SHWR �J RM EXIST (ELEC RM Oi EXIST O I STAIRW,=LL 9 t 1r6 %kw Nke r IA\ 1( 'Plat EXIST GARAGE /—\ Member: L: Trib: w: M: V: f R1= # K TYP HANGER 0 TYP POST ❑ Member: L: Trib: w: M: V: f R1= # K TYP HANGER 0 TYP POST 0 DIBBLE ENGINEERS, INC. Project No: 07 -391 Project Val Vue S.D. Ops & Vehicle Storage Fac. Subject Gravity Sheet No: G -I Date 1/2008 By TSW /1.5 3 PLF FT FT # K I Z± L 2 L 1 4 E71 #' K' K" f(eXPQ fOE a. Simple span, uniform load ❑ Simple span, point load at centerline ❑ Other Use: LI x (o #:#2.. 1 1.91, i R2= # K ✓ A• { I # TYP HANGER ❑ TYP POST ❑ S\ - } TYP HANGER ❑ TYP POST ❑ Er Simple span, uniform load ❑ Simple span, point load at centerline ❑ Other Use: /1-4-z,.. (, OL: 1.0 15 VMA: � I , S I #' K' IDOL: 1 1.15 R2= # K V A• 1 i h # 1�� Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828 -4200 425.827.6131 Title Block Line 6 KW- 06006102 License Owner : DIBBLE ENGINEERS INC. Description : H1 & H2 Mezz. Headers Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing APPIteateatta, ' Load for Span Number 1 Uniform Load : D = 0.1880, L = 0.8750 k/ft, 04514 SUMMAR =Y Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.737. 1 4x6 813.21 psi 1,103.22 psi +D +L +H 1.490ft Span # 1 0.026 in 0.000 in 1408 0.031 in 0.000 in 1159 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L +Lr S Support #1 Support #2 0.28 1.31 0.28 1.31 W E 0.584: 1 4x6 87.56 psi 150.00 psi +D +L +H 2.557 ft Span # 1 H Maximum Forces & Stresses for Load #:Combnations' Load Combination Max Stress Ratios Segment Length Span # M V Overall MAXimum Envelope Length = 3.0 ft +D Length = 3.0 ft +D +L +H Length = 3.0 ft +D+Lr+H Length = 3.0 ft +D+0.750Lr+0.750L+H Length = 3.0 ft : Hem Fir : No.2 Tributary Width = 1.0 ft 0.737 0.584 0.130 0.103 0.737 0.584 0.130 0.103 0.585 0.464 Title : Dsgnr: Project Desc.: Project Notes : Fb - Compr 850.0 psi Fb - Tension 850.0 psi Fc - PrIl 1,300.0 psi Fc - Perp 405.0 psi Fv 150.0 psi Ft 525.0 psi Service loads entered. Load Factors will be applied for calculations. Summary of Moment Values Mactual fb- design Fb -allow 1.20 813.21 1,103.22 0.21 143.82 1,103.22 1.20 813.21 1,103.22 0.21 143.82 1,103.22 0.95 645.87 1,103.22 Job # Printed: 22 APR 2008 Calculations per IBC 2006, CBC 2007, 2005 NDS E : Modulus of Elasticity Ebend - xx 1,300.0ksi Eminbend - xx 470.0 ksi Density 27.70 pcf Summary of Shear Values Vactual fv- design Fv -allow 1.12 87.56 150.00 0.20 15.49 150.00 1.12 87.56 150.00 0.20 15.49 150.00 0.89 69.54 150.00 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828-4200 425.827.6131 Title Block Line 6 Wood Beam Design ENERCALC, INC.1983-2008, Ver: 6.0.18 Lie.* r KW-06006102 : 'license Owner41:111313LE EtsIGINEERS lNC Description : H1 & H2 Mezz. Headers Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ''-" Defl Location in Span Load Combination o +Lr+L 1 0.0310 1.510 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination D Only Lr+L Only D+Lr+L Maximum Reactions - Unfactored Load Combination Overall MAXimum Overall MAXimum D Only D Only Lr+L Only Lr+L Only D+Lr+L D +Lr+L Support Support 1, (0 + Lr + L) Support 2, (D + Lr + L) Support 1 Support 2 Support 1 Support 2 Support 1 Support 2 Vertical Reaction 1.595 1.595 0.282 0.282 1.313 1.313 1.595 1.595 Title : Dsgnr: Project Desc.: Project Notes : Span Max, Downward Defl Location in Span Max. Upward Defl Location in Span 1 0.0055 1.510 0.0000 0.000 1 0.0256 1.510 0.0000 0.000 1 0.0310 1.510 0.0000 0.000 Job # Printed: 22 APR 2008 Max. "+" Defl Location in Span 0.0000 0.000 Member: 6 C A 1-- s E_c-■ L: Trib: 5,5 FT J j / w: M: V: RI= L: Trib: w: M: V: R1= DIBBLE ENGINEERS, INC. Project No: 07 -391 Project Val Vue S.D. Ops & Vehicle Storage Fac. Subject Gravity Sheet No: G —q Date 1/2008 By TSW 1 TYP HANGER ❑ TYP POST ❑ t TYP HANGER 0 TYP POST ❑ L c C 0,5 z I, LF (s „5:y 1 L- # sin LL-4 -2ID #' K' K" 1 # K L = /2'P' t Member: CAj M E ;?2 . beAm c/2 R2= # K R2= 1 5 ,�s TYP HANGER ❑ TYP POST ❑ -C: _(.5 lam' 5 T "' SSo LC-t Zb ?) #' K'6:,) 303 PL-r L TYP HANGER ❑ TYP POST ❑ VA: I # K Use: ❑ Simple span, uniform load ❑ Simple span, point load at centerline ❑ Other t5 e \ t-C LJrPLJr' VsLsik OL: 1.0 MA: — ✓VA I #' K' K" I # K' ot Simple span, uniform load ❑ Simple span, point load at centerline ❑ Other SE . 1e Use: GI._ 3'/>:. K `l 'MA :! (o t.ZC I #' K'0) `^ ' 1.15 OL: 1.0 1.15 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828 -4200 425.827.6131 Title Block Line 6 : °1(tflf p6006102 tcense +uner : DIBBLE ENGINEERS INC." ENERCALC, INC. 1983-2008, Vet: 6,0.18 Wood Beam Design Description : B1 Mezz Beam Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Fb - Compr Fb - Tension Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Wood Species Wood Grade : Truss Joist Parallam 2.0E C ) Applied Loads Load for Span Number 1 Uniform Load : D = 0.0830, L = 0.3850 k /ft, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.0830, L = 0.3850 k /ft, Tributary Width = 1.0 ft Point Load : D = 0.3720, L = 1.730 k A 4.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Overall MAXimum Envelope Length = 12.0 ft Length = 4.0 ft +D Length = 12.0 ft Length = 4.0 ft +D +L+H D(0.083) L(0.385) 5.25x9.5 12.0 ft Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V 0.637. 1 5.25x9.5 1,846.60 psi 2,900.O0psi +D +L +H 12.000 ft Span # 1 0.226 in -0.020 in 424 0.275 in -0.024 in 348 1 0.637 0.396 2 0.637 0,396 1 0.113 0.070 2 0.113 0.070 Title : Dsgnr: Project Desc.: Project Notes : Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) Support #1 0.32 Support #2 1.38 Summary of Moment Values 2,900.0 psi 2,900.0 psi 1,600.0 psi 650.0 psi 290.0 psi 1,000.0 psi Mactual fb- design Fb -allow 12.15 1,846.60 2,900.00 12.15 1,846.60 2,900.00 2.15 327.02 2,900.00 2.15 327.02 2,900.00 Calculations per IBC 2006, CBC 2007, 2005 NDS D L +Lr S 1.48 6.41 E: Modulus of Elasticity Ebend- xx 2,000.0 ksi Eminbend - xx ksi Density D(0.083) L(0.385) (0.372 Vactual 3.82 114.91 290.00 3.61 114.91 290.00 0.68 0.64 5.25x9.5 W Job # Printed. 22 APR 2008 34.150 pcf 0.396 : 1 5.25x9.5 114.91 psi 290.00 psi +D +L +H 12,000 ft Span # 1 E Summary of Shear Values L(1.73 H fv- design Fv -allow 20.37 290.00 20.37 290.00 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828 -4200 425.827.6131 Title Block Line 6 Wood Beam Design ENERCALC, INC. 1983-2008, Vec 6,0.18 #'i KW 006102 ='7„ f.3 ,,3., an,5 T , l.7 ....,., tics r uvner:k }IBs>„1FfENGIN ERS:INCw Description : Load Combination Load Combination Overall MAXimum Overall MAXimum Overall MAXimum D Only D Only D Only Lr +L Only Lr +L Only Lr +L Only D +Lr +L D +Lr +L D +Lr +L B1 Mezz Beam Load Combination Max Stress Ratios Segment Length Span # M V Length = 12.0 ft 1 0.637 Length = 4.0 ft 2 0.637 +D +Lr +H Length =12.0 ft 1 Length = 4.0 ft 2 +D+0,750Lr+Q.750L+H Length = 12.0 ft 1 0.506 0.315 Length = 4,0 It 2 0.506 0.315 Overall Maximum Deflections - Unfactored Loads Load Combination D + Lr + L 1 0.0548 4.027 D + Lr + L - 0.0239 10.470 D +Lr +L 2 0.2745 4.000 0.0000 10.470 Maximum Deflections for Load Combinations - Unfactored Loads D Only D Only Lr +L Only Lr +L Only D +Lr +L D +Lr +L Maximum Reactions - Unfactored Support Span Max. " " Defl Location in Span Load Combination Max. " +" Defl Location in Span Span Max. Downward Defl Location in Span 1 2 1 2 1 2 0.396 0.396 0.113 0.070 2.15 327.02 2,900.00 0.113 0.070 2.15 327.02 2,900.00 0.0098 0.0485 0.0450 0.2260 0.0548 0.2745 Support 1, (D +Lr +L) Support 2, (D +Lr +L) Suppor13, (D +Lr +L) Support 1 Support 2 Support 3 Support 1 Support 2 Support 3 Support 1 Support 2 Support 3 Summary of Moment Values Mactual fb- design Fb -allow Vactual fv- design Fv -allow 12.15 1,846.60 2,900.00 3.82 114.91 290.00 12.15 1,846.60 2,900.00 3.61 114.91 290.00 Vertical Reaction 1.795 7.795 0.319 1.381 1.477 6.413 1.795 7.795 Title : Dsgnr: Project Desc.: Project Notes : 0.68 0.64 Job # 6 Printed: 22 APR 2008 Summary of Shear Values 20.37 290.00 20.37 290.00 9.65 1,466.71 2,900.00 3.03 91.27 290.00 9.65 1,466.71 2,900,00 2.87 91.27 290.00 4.027 4.000 4.027 4.000 4.027 4.000 Max. Upward Defl - 0.0042 0.0000 - 0.0197 0.0000 - 0.0239 0.0000 Location in Span 10.470 0.000 10.470 0.000 10.470 0.000 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828 -4200 425.827.6131 Title Block Line 6 tic.* : KW- 06006102; ia eiii$er f Owner DIBBLE ENGINEERS INC. ENERCALC, INC. 1083-2008, Vet: 6,0.18 Wood Beam Design Description : Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Fb - Compr Fb - Tension Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0.068) L(0.315) Wood Species Wood Grade B2 Mezz Beam DF /DF : 24F - V4 Applied Loads Load for Span Number 1 Uniform Load : D = 0.0680, L = 0.3150 k /ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio Max Downward Total Deflection = Max Upward Total Deflection Total Deflection Ratio = Maximum Forces & Stresses for Load Combinations 0.687 1 3.125x9 1,647.68 psi 2,400.00 psi +D +L +H 5.463 ft Span # 1 0.307 in 0.000 in 430 0.373 in 0.000 in 353 11.0 ft Support #1 Support #2 Title : Dsgnr: Project Desc.: Project Notes : Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V Mactual fb- design Fb -allow Overall MAXimum Envelope Length = 11.0 ft 1 0.687 0.367 5.79 1,647.68 1,850.00 +0 Length = 11.0 It 1 0.122 0.065 1.03 292.54 1,850.00 +D +L +H Length = 11.0 ft 1 0.687 0.367 5.79 1,647.68 1,850.00 +D +Lr +H Length = 11.0 ft 1 0.122 0.065 1.03 292.54 1,850.00 +D+0.750Lr+0.750L +H Length = 11.0 ft 1 0.545 0.292 4.60 1,308.89 1.850.00 Calculations per IBC 2006, CBC 2007, 2005 NDS 2400 psi E : Modulus of Elasticity 1850 psi Ebend- xx 1650 psi Eminbend - xx 650 psi Ebend- yy 265 psi Eminbend - yy 1100 psi Density Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions (kips) D L +Lr 0.37 1.73 0.37 1.73 Summary of Shear Values Vactual fv- design Fv -allow 1.82 0.32 1.82 0.32 1.45 Job # Printed: 22 APR 2008 1 800 ksi 930 ksi 1600 ksi 830 ksi 32.21 pcf 0.367 : 1 3.125x9 97.27 psi 265.00 psi +D +L +H 0.000 ft Span # 1 E H 97.27 265.00 17.27 265.00 97.27 265.00 17.27 265.00 77.27 265.00 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 (425) 828 -4200 425.827,6131 Title Block Line 6 Printed: 22 APR 2008 ENERCALC, INC. 1083.2008, Ver: 6.0.18 Lit.* ;:40V- 06006102'4 icense;tt)w+ner.': DiaBLE ENGINEERS Wood Beam Design Description : B2 Mezz Beam Overall Maximum Deflections - Unfactored Loads Title : Dsgnr: Project Desc.: Project Notes : Load Combination Span Max. " " Defl Location in Span Load Combination D +Lr +L 1 0.3732 5.537 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D Only 1 0.0663 5.537 Lr +L Only 1 0.3069 5.537 D +Lr +L 1 0.3732 5.537 Maximum Reactions - Unfactored Load Combination Support Vertical Reaction Overall MAXimum Support 1, (D + Lr + L) 2.107 Overall MAXimum Support 2, (D + Lr + L) 2.107 D Only Support 1 0.374 D Only Support 2 0.374 Lr +L Only Support 1 1.733 Lr +L Only Support 2 1.733 D+Lr+L Support 1 2.107 D+Lr+L Support 2 2.107 Max. Upward Defl Location in Span 0.0000 0.0000 0.0000 Max. " +" Defl Location in Span 0.0000 0.000 0.000 0.000 0.000 Job # Timber Column Capacity By: TSW Date: 11/28/2007 Codes Used: Member Dimensions: Design Assumptions: Equations: Factors: Adjustments: Analysis: CD = CM = C = CF = C; _ Cp = 2001 NDS and Supplement l = lee = d = d = (l / d)max = 80 FT 8 , FT 5.5 IN 4.5 IN 21.33 F'c= Fc *CD *CM *Ct *CF *Ci*Cp E'= E *CM *Ct * C; * CT F *= Fc * CD * CM * Ct * CF * Ci FE = KBE *E' / (le /d) K = 0.510 - 0.839 *(COV (COV = 0.25 0.15 0.10 USE: (COV = 0.25 DF #2 F,= 1400 PSI E = 1,600,000 PSI 1.15 Snow Load 1.00 Dry 1.00 < 100 1.15 Size Ftr. 1.00 No Incising see eqn Column Stability CT = 1.00 Only for 2" x 4" or smaller KCE F = (FcE / Fc * ) _ Cp = F' = Visually Graded Lumber Machine Evaluated Lumber Glulam F = 1851.5 PSI E' = 1,600,000 PSI 0.300 1055.57 PSI 0.570 0.481 890.52 PSI Column Capacity = 22040.4 LBS Effective Col. Length Section Dimension (NDS Supplement Table 4A) (NDS Table 4.3.1) (NDS 4.3) (NDS 3.7) USE: c = 0.80 0.90 1.00 1.15 1.25 1.33 1.33 2x 6 ,Grade: DE #2 1:00 Possible CD values: Dead Load Live Load Snow Load Construction Load Wind /Eqk Load Impact Load c = 0.80 Sawn Lumber 0.85 Round Timber Poles & Piles 0.90 Glulam, Str. Composite Lumber Rev: 580000 User: KW -0606102. Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description Reinforcing Load Live Load Short Term Load Footing Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd S v n. ewsaaex�iw�,cna�eis<ars ummary Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn v Phi : Capacity Travis Welt, E.I.T. Project Engineer Dibble Engineers, Inc 25 Central Way, Suite 210 Kirkland, WA 98033 1.370 k 4.580 k 0.000 k 4 0.000 psf 145.00 pcf 1.000 5.50 in 6.750 in 0.0050 0.0006 in2 0.0014 % 3.00ft square x 10.0in thick with 4- #4 bars 781.94 psf 1,500.00 psf 781.94 psf 1,500.00 psf 1.01 k -ft / ft 5.26 k -ft / ft Title : Dsgnr: Description : Scope : axa. .:ter :,aorarr:+xrzK:rra:c At ..+ .., MIWIrsra Square Footing Design 4444.4, tiNallik409,.41.04. General Information Dead Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn *Phi : Allow One -Way Job # Date: 2:26PM, 7 JAN 08 3.000 ft 10.00 in 4 4 3.000 3,000.0 psi 40,000.0 psi 1,500.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Page 1 valvuesdcalcs.ecw:Calculations :zr+`.,p!aa.:.tir'.✓IiY! TiCYitS�iFiP!aVLr.NrM'T,�YY 3C. %JRiYii_U'1Y"N.A fi : N. :f"�ti'•JI[iPYiMJ9Y':iifAtl`5Rii SFtSWCi�iKi1�IRG':lira, iF�lCvY "r... '.` 44 4. +FY i.�Q55r't" Xi4Y. .d!H'ui 0.216 in2 0.648 in2 0.0014 10.91 psi 93.11 psi Footing OK Vu : Actual Two-Way 30.01 psi Vn*Phi : Allow Two -Way 186.23 psi Alternate Rebar Selections... 4 # 4's 3 # 5's 2 # 6's 2 # 7's 1 # 8's 1 # 9's 1 # 10's DIBBLE ENGINEERS, INC. Project I it _l j g s Subject 4c:19F ‘ Project No. Sheet No. Date By A SS /,.(-4— � 44 s &re PL- = ZOtg 72- &=d pt, ra F -i -� 5t C.41s f 4444 a owc, . x led 64cps P RedVaa? birow o C MZ'V (+P'? _ eauo --� = ('5+Z p))c Y 1(90 ft,F 50Z gcgtV, 7 Apr" Le/ 0) 1A.)rrdedzeczy-ira- s l (ems ?(g /,55,‹ re4; x ribu zi3O4/4 EFe0/„.. CE-) k,.e- ( 7 ) & s 2_ -3 3 CLIP 6.06041 A aD gplio S Z sr d. 4 -1 ,T if,„ aie (N)- (E) -a's -/649- "": E'/CrePc..< r v CFS Version 4.14 Section: Section 1.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:37:25 PM APP- Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 3.0885 in ^6 Torsion Constant Override, J 0 in ^4 Connector Spacing 0 in Right Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 Left Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 Page 2 g-15 CFS Version 4.14 Section: Section 1.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:37:25 PM Member Check - 2001 AISI Specification - US (ASD) Design Parameters: Lx 3.0000 ft Kx 1.0000 Cbx 1.0000 Cmx 1.0000 Braced Flange: None Loads: Entered Applied Strength P (k) 0.0000 0.0000 6.7372 Ly 3.0000 ft Lt Ky 1.0000 Kt Cby 1.0000 ex Cmy 1.0000 ey Moment Reduction, R: 0.0000 Mx Vy (k -in) (k) 2.700 0.3000 2.700 0.3000 22.563 1.2836 Effective section properties at applied loads: Ae 0.68653 in ^2 Ixe 3.5671 in ^4 Sxe(t) 1.1890 in ^3 Sxe(b) 1.1890 in ^3 3.0000 ft 1.0000 0.0000 in 0.0000 in My Vx (k -in) (k) 0.000 0.0000 0.000 0.0000 4.052 2.3435 Iye Sye (1) Sye(r) 0.3472 in ^4 0.2136 in ^3 0.2136 in ^3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.120 + 0.000 = 0.120 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.120 + 0.000 = 0.120 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.014 + 0.055 = 0.069 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Page 3 CFS Version 4.14 Section: Section 1.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:37:25 PM Section Inputs Page 1 CFS Version 4.14 Section: Section 2.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:43:23 PM ?Ili Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 3.0885 in ^6 Torsion Constant Override, J 0 in ^4 Connector Spacing 0 in Right Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 Left Channel, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 Page 2 C,'Ke CFS Version 4.14 Section: Section 2.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:43:23 PM Member Check - 2001 AISI Specification - US (ASD) Design Parameters: Lx 8.0000 ft Ly 8.0000 ft Lt 8.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Entered 0.0000 14.400 0.5100 0.000 0.0000 Applied 0.0000 14.400 0.5100 0.000 0.0000 Strength 3.6639 17.543 1.2836 4.052 2.3435 Effective section properties at applied loads: Ae 0.68653 in ^2 Ixe 3.5671 in ^4 Iye 0.3472 in ^4 Sxe(t) 1.1890 in ^3 Sye(l) 0.2136 in ^3 Sxe(b) 1.1890 in ^3 Sye(r) 0.2136 in ^3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.821 + 0.000 = 0.821 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.821 + 0.000 = 0.821 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.407 + 0.158 = 0.565 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Page 3 CFS Version 4.14 Section: Section 2.sct Double Channel 6x1.625x0.5 -20 Gage Rev. Date: 4/22/2008 1:43:23 PM Section Inputs Page 1 11 -03 -2008 BRANDT MCCORKLE 910 MARKET ST KIRKLAND WA 98033 RE: Permit No. D08 -249 14816 MILITARY RD S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code 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 final 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 12/29/2008 , 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, xc: 'fer Marshall, 't Technician Permit File No. D08 -249 Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 m Tukwila, Washington 98188 m Phone: 206 - 431 -3670 o Fax: 206- 431 -3665 ACTIVITY NUMBER: D08 -249 DATE: 05 -01 -08 PROJECT NAME: VALLEY VIEW SEWER DISTRICT (TI) SITE ADDRESS: 14816 MILITARY RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: : - 1 -0 o 0 N B i •�ng l 'vision Public Works Structural n JINNI u _ `(fi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1� Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Incomplete • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved El Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 O ND -Li-01 Fire Prevention LXJ DUE DATE: 05-06-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required No further Review Required DATE: DUE DATE: 06-03-08 Not Approved (attach comments) n DATE: 6- V � V LEI Planning Division L�J Permit Coordinator Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: This certificate is for the purposes of ❑ Preliminary Plat Commercial/Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Residential Building Permit 1. rur y[: J tlrrJ ".:L 4 N:i. - �n) •..' 6J(f' ,P,le :,b . Wi: iO fin w,a..a �'i•d gy •e. - 4 ner ' gent Signature Ag i A enc Phone CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206 - 431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 The proposed project is within 1 hereby certify that the above information is true and correct. _f 7 7 ,tiT. 125 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 2-06- 2_41z-475 ,47x' t} ti lVisi c t� Site address (attach map and legal description showing hydrant location and size of main): r`fg /6 ! /JIrt-Q. `/ i $ / . uk thr 147 iO ` e By (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and at 20 psi residual for a duration of 2 hours at a velocity of 1 r' 5. Water vailability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the ❑ System is not capable of providing service to this project. es? Vehicular distance from nearest hydrant to the closest point of structure is I c ) Area is served by (Water Utility District): V4 fer D g s+v 4 l 2. S PERMIT NO.: ~ 'dSO• t rt <` ie+ • -_ :' eal t-At i Fit; 1 t d:JP . ('. 'Y'+i.::"7Y,r'a4,. �.P`�4 Name: yct lief Sc -�,/� aS trtc.f- Address: po ©: 6- 7 s.T_6, 544'#1 ) / 6e Phone: a — 2 1.— 3 23 6 Address: s q me_ Phone: 2 06 —2 g Z— 3 2) 6 ❑ Short Subdivision ❑ Other Date .r �. ,r �r ., - 's,•r r'.s • :0'r• � ?� w t L r .fig' +��: rr7'4``�tiH' L' w txr 7 t� 't7 �' e • l�r�cj�`� -'�'� fy -• ��M1 �: i'�P.� f w �+�I@� �e�12. Q���p + � / � . t Is {'A: � ,�C••'•�yy � 1r,��� -°r' V b, ,�..�� '�q (y; x� ". �t •n.? ..ui'">.'f.= .t ��i - .ff..�FT i �,yv�aw.m��:I9�ir:.f� :�r i���Yl���i .t�t a�4:•rC'u.'4 3Z'�W�r' +f'��r�'� ��������.1..' C...cTuNPWT•�3n�.��y�, P- i.•%+F?r7 t - rl (City /County) 2. [jriVo improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: will be available at the site with a flow of 3 9(`)(c) gpm fps as documented by the attached calcuiiiprJ CITY OF TUKWILA MAY 012008 PERMIT CE DER improvements in Item B-2 are met. This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -16-03 /2 — /a- -07 Date Part A: (To Be Completed by Applicant) Purpose of Certificate: �' Building Permit ❑ Preliminary Plat or PUD ❑ Other LI Short Subdivision LI Rezone O Proposed Use: PJ b ii c_ 0+7 1 L ❑ Residential Single Family ❑ Residential Multi- Family LI Commercial 50 Other Applicants Name: V4 t ci V /Gcv Se wc4,- 1/.j Fs L -4 Phone: 2 2`t� -3)J6 Property Address or Approximate Location: , Tax Lot Number 1'1PI Iii ,oz. j2C s s hk�.�.� 1 9Si69 (3b`l i 00 Or, '3 . 0 d e"1 OOg2' J Legal Description(Attach Map and Legal Description if necessary): PartIB: (To Be Completed by Sewer Agency) 1. 51 a. Sewer Service will be provided by side sewer connection only to an existing 6 u size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or LI (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. cM a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) CITY OF Ti b. Easements: ❑ Required ❑ May be Required KWILA c. Other MAY 0 1 2008 PERMIT CENTER_ F�il ii! By Residential: $50 14816 Military tad South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Commercial: 000- WE A Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of si nature. May) �-�— /217/0 Title Dat License Information License BEISLI *027LC Licensee Name BEISLEY INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601846685 Ind. Ins. Account Id 85299101 Business Type CORPORATION Address 1 PO BOX 2355 Address 2 City BELFAIR County MASON State WA Zip 98528 Phone 3602755783 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/3/1998 Expiration Date 10/1/2009 Suspend Date Separation Date Parent Company Previous License BILLBC* 100JR Next License AERLIHL947M7 Associated License Business Owner Information Name Role Effective Date Expiration Date BEISLEY, WILLIAM J 01/01/1980 BEISLEY, PAULA V 01/01/1980 Look Up a Contractor, Electri. or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #4 Bond Company Name FIDELITY & DEP CO OF THE WEST Bond Account Number 08774975 Effective Date 08/29/2008 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 06/18/2008 Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BEISLI *027LC 07/02/2008 ABV ABOVE AFF ABOVE FINISHED FLOOR ADJ ADJUSTABLE AB ANCHOR BOLT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE BM BENCH MARK BLK BLOCK BLKG BLOCKING BLDG BUILDING BO BOTTOM OF CB CATCH BASIN CLG CEILING CT CERAMIC TILE CL CENTER LINE CLR CLEAR COL COLUMN COMP COMPOSITE CONC CONCRETE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS OR CONTINUE CONST CONSTRUCTION CJ CONTROL JOINT CPT CARPET DBL DOUBLE DEMO DEMOLISH /DEMOLITION DIA DIAMETER DIM DIMENSION DISP. DISPENSER DR DOOR DW DISHWASHER DWG.S DRAWINGS DWR DRAWER DF DRINKING FOUNTAIN DS DOWN SPOUT FA EACH ELEC ELECTRIC EL ELEVATION EQ EQUAL EXIST EXISTING EX EXISTING EB EXPANSION BOLT EMB EMBED EJ EXPANSION JOINT EXT EXTERIOR EN END NAIL EIFS EXTERIOR INSULATION FINISH SYSTEM EQUIP EQUIPMENT EXP EXPOSED FO FACE OF FOC _ FACE OF CONCRETE FOF FACE OF FRAMING FIN FINISH FE FIRE EXTINGUISHER FF FINISH FLOOR FEC FIRE EXTINGUISHER AND CABINET FD FLOOR DRAIN FLR FLOOR OR FLOORING FTG FOOTING FN FIELD NAIL FND FOUNDATION FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR GA GAGE GALV GALVANIZED GB GRAB BAR GEN GENERATOR GL GLASS GLB GLU -LAM BEAM GR GUARD RAIL W/ WITH GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HC HANDICAPPED HD HOLD DOWN HDR HEADER HDW HARDWARE HR HAND RAIL HVAC HEATING /VENTILATING/ AIR CONDITIONING HM HOLLOW METAL HORIZ. HORIZONTAL HT HEIGHT HWH HOT WATER HEATER INSUL INSULATION INT INTERIOR JT JOINT LAV LAVATORY LT WT LITE WEIGHT MAX MAXIMUM MECH MECHANICAL MH MANHOLE MFR MANUFACTURER MAT MATERIAL MTL METAL MIN MINIMUM MLD MOLDING NOM NOMINAL NIC NOT IN CONTRACT NTS NOT TO SCALE 0/ ON 0/C ON CENTER OPG OPENING OPP OPPOSITE OH OVERHEAD PTD PAPER TOWEL DISP. PVMT PAVEMENT PERF PERFORATED PLAM PLASTIC LAMINATE PVC POLYVINYL CHLORIDE PT PRESSURE TREATED PL PROPERTY LINE OR PLATE PLY PLYWOOD REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED ROW RIGHT OF WAY RM ROOM RO ROUGH OPENING RB RUBBER BASE RS ROUGH SAWN SIM SIMILAR SHT SHEET SAT SUSPENDED ACOUSTICAL TILE STL STEEL SPEC SPECIFICATION SF SQUARE FEET STOR STORAGE SUSP SUSPENDED SYS SYSTEM TEL TELEPHONE T &G TONGUE& GROOVE THK THICK TB TOWEL BAR TOB TOP OF BEAM TOS TOP OF SILL TOW TOP OF WALL TPD TOILET PAPER DISP. TPL TO TOP PLATE TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VB VAPOR BARRIER VENT. VENTILATION VERT VERTICAL VG VERTICAL GRAIN W/ WITH W/O WITHOUT WP WATERPROOFING) WELDED WIRE FABRIC WWF WR WATER RESISTANT WND WINDOW WD WOOD PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 2352 SECOND- BUILDING C 0 0 0 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS. PS 5329 REGISTERED A' CI T GALEN C. ' AG STATE OF WASHINGTON GROUND- BUILDING C 2352 0 2352 SECOND- BUILDING C 0 0 0 GROUND- BUILDING B 0 2850 2850 SECOND - BUILDING B 0 0 0 PROPOSED BUILDING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND- BUILDING A 2690 0 2690 SECOND- BUILDING A 1340 0 1340 z ob DRAWING ABBREVIATIONS NOTE: IF AN ABBREVIATION IS FOUND IN THE SET OF PLANS, IS NOT LISTED ABOVE, AND THERE IS ANY QUESTION AS TO ITS' INTENDED MEANING, NOTIFY THE ARCHITECT IMMEDIATELY. SEPARATE o PERMIT R •', NIP Mechanical VElectlical tif Gas Piping City of Tukwila BUILDING DIVISION NE BIRD'S EYE PERSPECTIVE VIEW NE PERSPECTIVE VIEW :. SCALE: 1:0.83 REVISIONS Ki c =a^ - sf'<afl be made to the w .-- . of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees j as Plar. WOW approval Is subject to arms and Approval of construction documents does not a the violation of : _ _ . code or 01 approved Fie,; py and cone SW PERSPECTIVE VIEW 0 of Tukwila IWO DIVISION or>ra Issions. uthorize Receipt w ed: PROJECT DESCRIPTION Valley view sewer district is constructing a new 2150 sf enclosed parking garage with an attached 700 sf covered carport north of their existing operations building. The building is needed to house the district's various maintenance vehicles. The two vacant lots at the northwest corner of the site are being consolidated into the existing facility to complete the proposed site configuration. The site currently has two structures occupying the southern half of the site, with associated storage bins and operations yard in the northeast corner. The structures are pre - engineered steel buildings with painted steel siding and wood shingle accent panels on the office building. The site will require minor grading to join the vacant lot contours to the existing site contours. A new storm system will be installed to handle the new impervious surface generated storm water. The water will be pumped to a new "bio- swale" that will run along the north property line towards military road. A new 6' tall security fence will be installed along the north and west sides of the yard, as well as between the existing office building and new garage, and the office building and existing fence on the south lot line. An existing asphalt driveway south of the existing office building will be removed and replaced with landscaping and an employee lunch patio. New landscape buffers will be installed as required along the north, west and south property lines. The existing parking lot west of the office building will be left in place with some minor reconfiguration of the curb cut and layout to allow parking for 14 vehicles. New curbing and striping will be required to bring the lot up to city and ADA standards. New frontage improvements will be installed along south 148th street as required by the City of Tukwila. South military road will be left un- improved as required by the City of Seatac. New shielded site lighting will be installed, consisting of both pole mounted as well as building mounted light fixtures. These are required for security as well as the possible nighttime emergency operations. All fixtures will be screened to eliminate light and glare off site. The new building will also be a pre - engineered steel building. The floor will be a concrete slab on grade. The steel siding and roofing colors will be similar to the existing facility to help create continuity between the three structures. The building has been oriented on the site to facilitate vehicular circulation and to help screen the yard activities from the public right of way. A bid alternate is planned to add 3 rainwater cisterns. 1500 gallons may be harvested and stored for later irrigation use. The existing office building will have minor interior remodeling done. This will be primarily to bring the first floor toilet /shower rooms up to current ADA standards. Locker rooms will also be incorporated into the new layout. A -0.0 PROJECT DATA, INDEX, VICINITY MAP & ABBREVIATIONS A -0.1 GEN NOTES, MECH, ELEC, PLMB'G NOTES, ADA NOTES '1 Jl..l LJL 1 HILJ SHEET INDEX £/1TAf1Y CEWEfl DE /4" € A -1.1 SITE PLAN A -2.0 FLOOR PLANS -BLDG A A -3.1 BUILDING SECTIONS -BLDG A A -4.0 PARTIAL ENLARGED PLANS A -5.0 INTERIOR ELEVATIONS A -6.0 REFLECTED CLG PLANS A -9.0 INTERIOR DETAILS A-11.0 SCHEDULES & KEY PLANS S -0 STRUCTURAL NOTES, INSPECTION SCHED S -1 BUILDING "A" FRAMING PLAN 5 -3 SECTIONS & DETAILS M -1.0 HVAC PLAN -BLDG A 1d n r.___ 1 ninn ni 1 nl of nr o_ P -1.0 PLUMBING PLANS -BLDG A MP -1.0 SCHEDULES & DETAILS E -3.0 BLDG A -POWER & LIGHTING PLANS VICINITY MAP SITE: 14816 MILITARY ROAD SO N PROJECT ADDRESS: TAX PARCEL NO.: LEGAL DESCRIPTION: AUTHORITY HAVING JURISDICTION (AHJ): OTHER PERMITS: PRE - APPLICATION #: MUP /ACUP #: OWNER: ARCHITECT: STRUCTURAL ENGINEER: CIVIL ENGINEER: SURVEYOR: ELECTRICAL ENGINEER: MECHANICAL ENGINEER: LANDSCAPE ARCHITECT: FIRE DISTRICT: WATER DISTRICT: SEWER DISTRICT: CONSTRUCTION TYPE: SPRINKLER SYSTEM: FIRE ALARM: STANDPIPE: OCCUPANCY GROUPS: USE: BUILDING CODES: ENERGY CODE & COMPLIANCE OPTIONS: TOTAL BUILDING A TOTAL BUILDING B TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE I ALLOWABLE BLDG SIZE -NEW BLDG B: PER IBC TABLE 503 GROUP U: OCCUPANCY TYPE EX. BLDG. A: FACTOR (1 / "X" SF) IAREA (SF) I OCCUPANCY LOAD I GARAGE OFFICE TOTAL OCCUPANCY: I NEW BLDG B: I 200 100 GARAGE 200 TOTAL OCCUPANCY: BUILDING SETBACKS: Front: Second front: Side: Rear: BUILDING HEIGHT: Max. allowable height: Additional height: REQ'D LANDSCAPING: Front: Second front: Side: Rear: Parking Lot: PARKING STALL SIZES: Large: Medium: Compact: Loading berth (TMC 18.56.060): PARKING REQUIRED: Office use: Warehousing: Total Parking req'd: Parking Provided: Loading berth(s) req'd: Bicycle Parking req'd: PROJECT INFORMATION 14816 Military Road So. Tukwila, Washington, 98168 004100 -0083; 0088; 0089 LOT 4, BLK 2, OF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASH; EXC THE EAST 60 FT; EXC THE NORTH 10 FEET RECONVEYED TO KING COUNTY FOR ROAD. CITY OF TUKWILA L08 -004 PRE -07 -021 VALLEY VIEW SEWER DISTRICT PAGE & BEARD ARCHITECTS: DIBBLE ENGINEERS, INC PACE ENGINEERS PACE ENGINEERS AWA ELECTRICAL CONSULTANTS, INC Fsi CONSULTING ENGINEERS LAUCHLIN BETHUNE LANDSCAPE CITY OF TUKWILA K.C.WD #125 VALLEY VIEW SD EXIST BUILDING A 5,500 SF (TABLE 503 9' &9.5'X19 8.5' x 19' $' x 16' 10' x 30' 1 loading berth 1 / 50 stalls; 2 min 4030 0 2352 (206) 242 -3236 (425) 827 -7850 (425) 828 -4200 (425) 827 -2014 (425) 827 -2014 (425) 775 -1799 (206) 622 -3321 (425) 432 -9877 (206) 575 -4404 (206) 242 -9547 (206) 242 -3236 BUILDING INFORMATION V -B V -B NO NO YES YES NO NO B, S -2 U Public Utility Operations & Yard (18.24.020,33,c; 46) 2006 IBC, 2006 WAC 51 -50, 51 -11, 51 -13 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE (REFER TO ENERGY NOTES ON A -0.0) 1160 2870 2850 BUILDING B 3,000 - 100,000 SF 2850 Tukwila Municipal Code 18.24.080 20 feet 10 feet 10 feet No yard is within 50' 10 feet No yard is within 50' Tukwila Municipal Code 18.24.080 3 stories or 35 feet N/A Tukwila Municipal Code 18.24.080 10 feet: Type I 10 feet: Type I 5 feet: Type II No yard is within 50' none No yard is within 50' Per Design Review req'mnts Tukwila Municipal Code Figure 18 -6 0 306 3,000 SF (IBC 406.1.2', SITE & ZONING INFORMATION PROJECT ADDRESS: 14816 Military Road So. Tukwila, Washington, 98168 TAX PARCEL NO: 004100 -0083; 0088; 0089 LEGAL DESCRIPTION: SEE "PROJECT INFORMATION" ABOVE ZONING: RC- Regional Commercial LOT SIZE AND COVERAGE: LOT AREA: ALLOWABLE LOT COVERAGE: N/A NON -PGIS (ROOF AREA): PGIS (ROOF AREA): PGIS (DRIVEWAY, PARKING): NON -PGIS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL PGIS USE CLASSIFICATION: Public Utility Operations & Yard 24' 2 -way aisle @ 90° 25' 2 -way aisle @ 90° 25' 2 -way aisle @ 90 Tukwila Municipal Code 18.24.080 & Figure 18 -7 3/1000 SF 2870 1/2000 SF 6362 EXIST BUILDING C V -B NO YES NO B, S -2 USE 406.1.2 of LDR, MDR, HDR of LDR, MDR, HDR of LDR, MDR, HDR of LDR, MDR, HDR 4030 2850 2352 306 8198 5.8 28.7 35 14.25 14 48,884 6198 2504 31940 1124 41766 34444 CITY OF TUKWILA 30% max MAY 01 2008 PERMIT CENTER 8.61 3.18 12 14 2z--19 ARCHITECTS RS. PACE�B�D 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U .. � ullll �i��illlll PROJECT DATA, INDEX, VICINITY MAP & ABBREVIATIONS A -0.0 Floors N/A Ceilings /Vaulted R -21 Ceilings W/ Vented Attic N/A Exterior Walls R -8 (CONDENSATION BATTS); EXCEEDS R -VALUE REQ'D PER 1310.2 Below Grade Wall, Int. Insul. N/A Below Grade Wall, Ext. Insul N/A Slab On Grade R -10, LOCATED ON EXTERIOR Glazing, Vertical DOUBLE -U -0.55 MAX; R -1.8 MIN Glazing, Overhead N/A Glazing Area 0% TO 30% Opaque Openings (Doors) U =0.60 MAX; R -1.67 MIN PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED • RC• TCTN GALEN C. PAG STATE OF WASHINGTON MECHANICAL & ENERGY NOTES 1) All mechanical work is to be BIDDER DESIGNED. The final design shall be based on the mechanical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to: Chapters 1 1- 20 of the 2006 WSEC /Chapter 51 -11 WAC (Washington State Nonresidential Energy Code) 2) The mechanical work must adhere to all requirements of the construction documents. See additional notes provided on mechanical drawings. 3) Shop drawings are required to be produced and submitted to the Engineer for review prior to commencing work. 4) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 5) Each Contractor shall obtain his /her ancillary permit(s) as required. 6) Ventilation of all areas shall be in conformance with the 2006 WAC 51-11 and WAC 51 -13. 7) All exterior joints around windows and doors, openings between walls and roof or foundations, openings at penetrations, and all other such openings shall be sealed, caulked, gasketed or weather stripped to limit air leakage per the Washington State Energy Code. 8) Vapor retarders installed in non -wood framed buildings shall be completely taped and sealed per WSEC Section 1313.2. 9) Exterior doors are to be 1 -3/4" insulated core with full weather strip and threshold. All glazing in exterior doors is to be insulating doubled glazed units with safety glass. 10) All exterior glazing is to be insulating double glazed units. 1 1) King County is in CLIMATE ZONE 1. 12) Building envelope compliance option per figure 13A: PRESCRIPTIVE. 13) New BUILDING "B" is designed for "future semi - heat ". Envelope requirements and exceptions per Section 1310.2 are to be installed under this permit, unless indicated to exceed requirements. 14) Comply with Section 1320- PRESCRIPTIVE building envelope option requirements and TABLE 13 -1. Insulation "R" & "U" values shall comply with TABLE 13 -1 unless noted otherwise in the table below: • SPACE HEAT TYPE 2 (SEMI - HEATED PER 1310.2) COMPONENT: REQUIRED INSULATION VALUE: 15) Slab on grade floors shall have R -10 perimeter rigid insulation. See plans for location, either interior or exterior. All insulation indicated on the exterior of the foundation, and exposed to the elements, shall by flashed from the top of the insulation to 4" below grade with 24 galv stl, painted to match adjacent wall, UNO. 16) All further calculations are to be provided by the Mechanical Contractor when application for a mechanical permit is made. 17) Provide combustion, ventilation, and dilution air for the forced air furnace and other gas appliances per IFGC SEC. 304. Show on plan submittal to City /County. 18) Provide venting for all gas heating appliances in accordance with the mechanical plans, with the heating appliance manufacturer's recommendations, the vent manufacturer's recommendations, and the IBC. 19) Heating design temperatures for new building "B" (per SECTION 1310.2) heating: 45°F max. 20) Provide duct insulation as required by the WSEC as may apply. 21) Contractor to verify, prior to ordering light fixtures, that the "unit lighting power allowance (Ipa)" per WSEC TABLE 15.1 has not been exceeded. Calculation shall be confirmed using areas given on the plans and the actual light fixtures to be provided. PLUMBING NOTES 1) All plumbing work is to be BIDDER DESIGNED. The final design shall be based on the mechanical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to the CODES referenced in General Notes. 2) The plumbing work must adhere to all requirements of the construction documents and performance specifications. Additional notes are contained in the drawings. 3) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 4) Each Contractor shall obtain his /her ancillary permit(s) as required. 5) Provide pressure relief valve for hot water tank. Drain to the outside of the building with drain end not more than two feet nor less than 6" above the ground, pointing down. 6) Hot water tanks having flexible pipe connections and over four feet tall shall be strapped down to prevent overturn in an earthquake 7) Provide an approved back flow prevention device at all hose bibs. 8) Contractor shall provide a DWV and water distribution riser diagram for City and Architect review. 9) Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal. 10) Contractor to provide horizontal drainage piping that meets the UPC for slope requirements ELECTRICAL NOTES 1) All electrical work is to be BIDDER DESIGNED. The final design shall be based on the electrical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to the CODES referenced in general notes. 2) The electrical work must adhere to all requirements of the construction documents. Additional notes are provided on electrical drawings. 3) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 4) Each Contractor shall obtain his /her ancillary permit(s) as required. 5) Wiring methods shall be as permitted by "CODE" and installation per "NECA" standards. 6) All devices to be specification grade. 7) All receptacles shall be at 15" from finished floor to bottom of box unless noted otherwise. 8) All switches shall be at 42" from finished floor to bottom of box unless noted otherwise. 9) Verify all receptacle, switch, and fixture locations with OWNER prior to installation. BARRIER FREE NOTES SITE 1. All construction shall comply with all applicable codes including but not limited to: Chapter 11 of the IBC w /WAC 51 -50 WA state amendments, the ICC a 117.1, and the American With Disabilities Act. 2. An accessible route of travel to all accessible facilities shall be provided per IBC sec.1 104, and ICC a 117.1, chapter 4, and as indicated on the plans. The walking surface, in the direction of travel, shall be no steeper than 1:20 (except ramps) and the cross slope shall be no steeper than 1:48. 3. Parking and passenger loading facilities shall be provided per IBC section 1106, ICC al 17.1 chapter 5, and as indicated on the plans. Parking spaces and access aisles shall be at the same level and the surface shall be no steeper than 1:48. Identification of accessible parking spaces shall include a van accessible sign and shall comply with WAC 51 -50 sec.1101.2.4. 4. Ramp runs shall have a running slope not steeper than 1:12. The cross slope of ramps shall not be steeper than 1:48. Outdoor ramps and approaches to ramps shall be constructed so that water will not accumulate on walking surfaces. 5. The min clear width of an exterior ramp shall be 44 ". 6. Ramps within the accessible route of travel shall have landings at the top and the bottom. The rise of any ramp run shall be 30" max. Landings shall be level and have a min dimension measured in the direction of the run not less than 60 ". Where a ramp changes direction, the min landing size shall be 60" x 60 ". The width of any landing shall not be less that the width of the ramp. 7. Ramps having a rise greater than 6" shall have handrails complying with ICC a 117.1, section 505. Both sides of the ramp shall have continuous handrails except at access points and shall extend at least 12" beyond the top and the bottom of any ramp run. Intermediate handrails are not required. A curb or edge barrier is required at the ramp and landings or a 12" extension of the floor or groung surface may be used per ICC a 1 17.7 sec405.9. 8. The accessible route of travel, whether crossing or adjoining a vehicular way, is to be separated from the path of vehicular travel by means of a curb, railing or other elements that are detectable by persons having a severe vision impairment. When the aforementioned means are undesirable the boundary between the two areas shall be defined by a continuous detectable warning of not less than 24" in width and complying with ICC a 1 17.1 sec.705 9. Curb ramps shall have detectable warnings the full depth of curb ramp and shall also comply with ICC a -117.7 sec. 406. B UILDING 10. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The maximum force for pushing open or pulling open doors other than fire doors shall be 5.0 pounds. At exterior doors where environmental conditions require a closing pressure greater than 8.5 pounds, power operated doors shall be used within the accessible route of travel. 11. Provide a floor or landing not more than 1 /2" lower than the threshold on each side of the accessible doors. 12. Provide an unobstructed floor space extending at least 18" beyond the latch on the pull side of the door for all accessible doors. See chart 404.2.4.1 of ICC a 1 17.1 13. Provide an unobstructed floor space extending at least 12" beyond the latch on the push side of the door for alLaccessible doors which are equipped with both closer and latch. See chart 404.2.4.1 of ICC a 117.1 14.1n group b occupancies, key - locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating " this door to remain unlocked during business hours ". The sign shall be in letters not less than 1" high on a contrasting background. When unlocked, the single door or both leaves of a pair of doors must be free to swing without operation of a latching device. 15. Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand anfl does not require tight grasping, pinching, or twisting of the wrist to operate. Such hardware shall be mounted 34" to 48" above the floor or ground. See door schedule & hardware specification. 16. Provide knurled knobs or handles on doors leading to loading platforms, stages, mechanical equipment rooms, electrical rooms, or other areas hazardous to the blind. See door schedule & hardware specification for locations. 17. All vision panels in any door, the bottom of the shall be a maximum of 43" above the floor. See door schedule for types and locations. -18. Where toilet facilities are provided on any floor of a multi -story building, toilets shall be accessible. See floor plans for locations. 19. Accessible toilet rooms; the water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16" min. to 18" max. from the side wall or partition. Clearance around the water closet shall be 60" min. From the side wall, and 56" min., measured perpendicular from the rear • wall. No other fixtures or obstructions shall be within the water closet clearance. The clearance around the water closet shall be permitted to overlap clear floor or ground space or clearances at other fixtures and the wheelchair turning space. 20. Flush controls shall be mounted for use from the wide side of the water closet area and not more than 44" above the floor. 21.Operating devices on plumbing fixtures shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum. 22. Faucet control handles shall be located not more that 17" from the front of the lavatory, sink or counter. 23. Controls and operating mechanisms including switches that control lighting, ventilation or electrical outlets; in accessible spaces, along accessible routes or as part of accessible elements, shall be between 36" and 54" for an unobstructed side reach and 48" maximum for an unobstructed front reach. See ICC a 117.1 sec 308 for obstructed reach ranges. 24. Electrical and communication system receptacles on walls shall be mounted a min of 15" above the floor. 25. Hardware: 1) handles, pulls, latches, locks and other operating devices on doors and windows shall have lever or the shape which will permit operation which does not require tight grasping, pinching or twisting of the wrist 2) door hardware shall be mounted at 36" to 48" above the floor. GENERAL NOTES 1. The GENERAL CONDITIONS of the contract and TECHNICAL SPECIFICATIONS are contained in the PROJECT MANUAL. The contractor(s) and subcontractor(s) are responsible for all items contained in all the contract documents including but not limited to the DRAWINGS and the PROJECT MANUAL. All items marked "N.I.C." are not part of this contract, but will be coordinated by the contractor. 2. It is the responsibility of the contractor to become fully aware of any and all conditions related to the site and existing conditions that may affect the cost of scheduling construction activities, prior to submitting a bid. 3. Do not scale drawings or details - use given dimensions. Check details for location of all items not dimensioned on plans. Dimension on plans are to face of framing or centerline of columns typically. Door and cased openings without dimensions are to be three (3) inches from face of adjacent wall or centered between walls. 4. Contractor shall verify all dimensions and conditions at the job site including but not limited to: soil conditions, and conditions related to the existing utilities and services before commencing work and be responsible for the same. All discrepancies shall be reported to the Architect immediately and prior to submitting a bid. 5. The drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and Structural Engineer. 6. The Contractor is to verify the location of all utilities and services to the site prior to beginning any site improvements and shall protect them from damage. The contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of his work. The contractor will verify and conform to all requirements of all utility companies, unless otherwise noted in the plans and specifications. 7. No materials from the work are to be stock piled on public right -of -ways. All rubbish and debris is to be removed from the site. 8. Adjacent properties, streets and walks are to be protected from damage at all times. 9. The contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times during the course of the project. 10. Building systems and components not specifically detailed shall be installed, as per minimum manufacturer's recommendations. Notify the Architect of any resulting conflicts. 11. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items, or parts as are required to properly complete the work. 12. Install dust barriers and other protection as required to protect installed finishes and facilities. 13. Plumbing, mechanical and electrical drawings, etc. Are supplementary to the architectural drawings. Each contractor shall obtain his /her ancillary permit as req'd. It shall be the responsibility of each contractor to check with the architectural drawings before installation of their work. Any discrepancy between the architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the architect's attention in writing. 14. This project contains glazing that will be subject to federal and local glazing standards and the glazing subcontractor shall be responsible for adherence to these requirements. If the glazing subcontractor finds anything in the documents not in compliance with the standards, he /she shall bring discrepancies to the attention of the architect before proceeding. 15. All glazing in hazardous locations, defined by the 2006 IBC, sec. 2406, shall by safety glazing, including but not limited to the safety glazing identified in the construction documents. 16. There shall be no exposed pipe, conduits, ducts, vents, etc. All such lines shall be concealed or furred and finished, unless noted as exposed construction on drawings. Offset studs where required, so that finished wall surface will be flush. 17. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 18. Carry all footings to solid, undisturbed original earth. Remove all unsuitable material under footings and slab and replace with concrete or with compacted fill as directed by architect. 19. All wood framing details not shown otherwise shall be constructed to the minimum standards of the IBC. 20. All wood in direct contact with concrete or exposed to weather shall be pressure treated with an approved preservative unless decay resistant heartwood of cedar or redwood is used. Fasteners for pressure treated wood shall be hot dipped galvanized steel, stainless steel, silicon bronze, or copper. 21. Provide fireblocking vertically at ceiling and floor levels and horizontally at intervals not exceeding 10 feet, and as required for concealed spaces under IBC sec. 717.2. 22. Provide galvanic insulation between dissimilar metals. 23. All downspouts and roof drains to be connected to storm sewer by tight line unless (permitted by local jurisdiction) site conditions allow for drywells or surface drainage and unless noted otherwise in construction documents. 24. The contractor and /or the sub- contractors shall apply for, obtain and pay for all required permits and fees except for the building permit. 25. Approved plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information. The contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda and changes orders on the premises at all times. Said plans are to be under the care of the job superintendent. 26.The contractor shall secure permits required by the fire department prior to building occupation. 27. Construction shall comply with all applicable local and municipal codes, ordinances and standards. In case of any conflict wherein the methods or standards of installation or the materials specified do no equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall govern. 28. Construction hours, per local jurisdiction, are to be observed for all phases of the project. 29. Contractor shall provide for coordination and scheduling of structural tests and special inspections required under section 1704 of the IBC. See also structural notes. 30.The contractor shall verify all door and window rough- opening dimensions with the door and window manufacturers prior to framing such openings. 31. All required fire assemblies shall bear a label from a recognized agency showing the specific rating as required by code. 32. Electrical rough -in and reflected ceiling plans are for the general information of the contractor. The exact locations of fixtures shall be verified by the contractor. 33. Sound insulate all plumbing walls and additional walls indicated on plans. 0 0 er .24 9 CITY OF TUKWILA MAY 012008 PERMIT CENTER ' PAGE it EARD ARCHITECTS P. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM GEN NOTES, MECH, ELEC, PLMB'G NOTES, ADA NOTES SHEET A -0.1 off Street Parking Area 12lmer loan TM ' C 1856 »O40 Aisle Width nett 1N{dth Parking Stall Still Curb Arigl* Wk Way 2'rt►ay Leech T y 2 Way Traffic Traffic Traffic Traffic ' a' B" 20 20' 28" 3r &5 6.5 20 23 25 37 30' 1S' 16" 17 17 17.5 e, 15 15 11 19 4 12.$ mr 4617' 12.5 12 5t.5 12 12.7 52 12 13,4 52 E1 a" 17.5' 20 9.2. 53.5' 56' 5.5 17.5 20 9.8 59.5 62 9 17 20 10.4 59 62 9.5 16.5 20 11 5$,5 62 . sU 5' 1G' 24 25 8' 55' 1.7" 5.5 19 24 25 L5 62 63 9 19 23 24 9 61 62 9.5 19 22 24 9.5 60 . figures are for use with compact cars cx ly Any Ws Met esinWfl con ned can >act and normal spats 611 bed Ted for normal spaces, S�'M; Fh nr Dsth (Bar C) 148TH FRONTAGE IMPROVEMENTS. SEE CIVIL LAN PS NEW FR STANDING +SIGN W! GROUND MNTD LIGHTS -SEE / ELEC. EXIST CONTOUR LINE, TYP. SEE CIVIL FOR GRADING NEW CONTOUR LINE, TYP. SEE CIVIL FOR GRADING NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (EGRESS ONLY) TREES @ 30' O.C. @ TYPE I BUFFER. SEE LANDSCAPE PLANS FOR ACTUAL LAYOUT & ADD REQMNTS ...._ NEW 6' TALL CHAINLINK n SECURITY FENCE W/ BLACK / " VINYL FABRIC, FOLLOWING NEW ' CURB, TYP. UNO ALT # 1: RAINWATER CISTERNS (3) ASSUMED PL BTWN BLDGA &B 4" CONC WALKWAY W/ LIGHT BROOM FINISH, TYP. RELOCATED FLAGPOLE W/ NEW LGHT FIXTURE -SEE ELEC NEW CONC CURB, TYP. NEW TYP. 6' TALL CHAINLINK SECURITY FENCE W/ MAN -GATE � \ `�.....�` L TREES © 20' O.C. @ TYPE 11 BUFFER; SEE LANDSCAPE PLANS 0.00' BUFFER S. 148TH STREET 174.35' - EXIST CONC WALKWAYS TO \ REMAIN": - NEW TYP. 6 CHAINLINK SECURITY FENCE W/ MAN -GATE 81.52' / 7 1 ■ / ) _ 62.53' ` / `- <� � i 62.53' NEW iTYP 6' TALL CHAINLINK FENCE \ 1 I ADJACENT ZONE: RC NEW CONC WALKWAY EXTENSION. 25.00' S87 °56'05 "E 254.17' NEW CONC PATIO -SEE ALT # 2 349... 74.01' 344 ROW PLANTING . -911 SP 343 348 346 ........ . ASPHALT /GRAVEL AREA A: 27,396 sq if MATERIAL STORAGE 1 • _ .._ ASPHALT PARKING LOT - 8 1. 5'10,9.00' 9.00' 9.00' 9.00' PLANTING 21 SF II (7) STALLS 0 0 ai BSB BUFFER' 1YPEi I Uf'S, H - STA \ ..,... �\ / ff ' k BUILDING B - NEW VEHICLE STORAGE BUILDING 2,150 sq ft 8.50'1.8.50'18.50'1.8 50k1.8.50' N 9.00' I, 8.00' 1.8.00' PLANTING 88 SF COMPACT 0 0 L, '• CARPORT •• 700 sq ft 0 BUILDING A- EXIST OFFICE / SHOP MINOR REMODEL UNDER THIS PERMIT APPLICATION 2,690 SF LOT COVERAGE 0' 3 q0 -. LP. BLDG C- EXIST SHOP NO WORK 2,371 SF LOT COVERAGE 4 P rArillreaDIFASF PLANTING - 7 - 2 SF DEMO'D DRIVE TO BE REPLACED WITH LANDSCAPING @ THIS AREA - SEE LANDSCAPE DWGS • - 49,17' 110.12' l EX 8' TALL CHAINLINK SECURITY FENCE, TYP. ) Mtgatis 3.22' . 347 LP STORAGE TANK TO REMAIN EXIST 8" DIA BOLLARDS TO REMAIN EXIST CONC "ECOLOGY" BLOCKS TO REMAIN EXIST PORTABLE SHED TO REMAIN NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (WIRELESS REMOTE & PEDESTAL MNTD KEYPAD CONTROLS) 20' WIDE "NO PARKING -FIRE LANE" PAINTED ON ASPHALT AS REQ'D BY TUKWILA FIRE DEPT. 10' X 30' LOADING BERTH STRIPING AREA OF POSSIBLE FUTURE ADDITIONS TO BE KEPT CLEAR OF ALL NEW U.G UTILITIES, ETC. EXIST 60Kw GENSET, GAS METER & COVERED ENCLOSURE. NEW HVAC UN 5 -$EE. MEC.H. er5 \j/ \/ / \, \ EXIST TRASH & RECYCLE ) 1° CONTAINER AREA Q <;' EXIST STOREFR0'fF STAIR ENCLOSURE TO REMAIN. 1 HR FIRE RATING OF WALLS WITHIN 5' OF PL TO BE VERIFIED IF /WHEN GARAGE ADDITION PERMIT APPLICATION SUBMITTED. EXIST WALL MNTD LIGHT FIXTURES ON BLDGS A & C TO BE REPLACED W/ NEW SHIELDED HID FIXTURES. SEE ELECTRICAL': PLANS. SITE PLAN SCALE: 1" = 20' PROJECT ADDRESS: TAX PARCEL NO.: LEGAL DESCRIPTION: AUTHORITY HAVING JURISDICTION (AHJ): OTHER PERMITS: PRE- APPLICATION #: MUP /ACUP #: OWNER: ARCHITECT: STRUCTURAL ENGINEER: CIVIL ENGINEER: SURVEYOR: ELECTRICAL ENGINEER: MECHANICAL ENGINEER: LANDSCAPE ARCHITECT: FIRE DISTRICT: WATER DISTRICT: SEWER DISTRICT: CONSTRUCTION TYPE: SPRINKLER SYSTEM: FIRE ALARM: STANDPIPE: OCCUPANCY GROUPS: USE: BUILDING CODES: ENERGY CODE & COMPLIANCE OPTIONS: TOTAL BUILDING A TOTAL BUILDING B TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE GROUP U: GARAGE OFFICE TOTAL OCCUPANCY: 1NEW BLDG B: GARAGE TOTAL OCCUPANCY: PROJECT ADDRESS: TAX PARCEL NO: LEGAL DESCRIPTION: ZONING: BUILDING SETBACKS: Front: Second front: Side: Rear: BUILDING HEIGHT: Max. allowable height: Additional height: REQ'D LANDSCAPING: Front: Second front: Side: Rear: Parking Lot: PARKING STALL SIZES: Large: Medium: Compact: Loading berth (TMC 18.56.060): PARKING REQUIRED: Office use: Warehousing: Total Parking req'd: Parking Provided: Loading berth(s) req'd: 1 Bicycle Parking req'd: 1 PROJECT INFORMATION 14816 Military Road So. Tukwila, Washington, 98168 004100 -0083; 0088; 0089 LOT 4, BLK 2, OF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASH; EXC THE EAST 60 FT; EXC THE NORTH 10 FEET RECONVEYED TO KING COUNTY FOR ROAD. CITY OF TUKWILA L08 -004 PRE -07 -021 VALLEY VIEW SEWER DISTRICT PAGE & BEARD ARCHITECTS: DIBBLE ENGINEERS, INC PACE ENGINEERS PACE ENGINEERS AWA ELECTRICAL CONSULTANTS, INC Fsi CONSULTING ENGINEERS LAUCHLIN BETHUNE LANDSCAPE CITY OF TUKWILA K.C. WD # 125 VALLEY VIEW SD BUILDING INFORMATION EXIST BUILDING A V -B V -B NO NO YES YES NO NO B, S -2 Public Utility Operations & Yard (18.24.020,33,c; 46) 2006 IBC, 2006 WAG 51 -50, 51 -11, 51 -13 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE (REFER TO ENERGY NOTES ON A -0.0) PROPOSED BUILDING EXISTING PROPOSED NEW TOTAL AREAS: (SF) GROUND - BUILDING A 2690 0 2690 SECOND - BUILDING A 1340 0 1340 5,500 SF (TABLE 503) loading berth / 50 stalls; 2 min 200 1160 100 2870 200 2850 LOT SIZE AND COVERAGE: LOT AREA: ALLOWABLE LOT COVERAGE: NON -PGIS (ROOF AREA): PGIS (ROOF AREA): PGIS (DRIVEWAY, PARKING): NON -PGIS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL PGIS USE CLASSIFICATION: Public Utility Operations & Yard (206) 242 -3236 (425) 827 -7850 (425) 828 -4200 (425) 827 -2014 (425) 827 -2014 (425) 775 -1799 (206) 622 -3321 (425) 432 -9877 (206) 575 -4404 (206) 242 -9547 (206) 242 -3236 Tukwila Municipal Code 18.24.080 20 feet 10 feet BUILDING B EXIST BUILDING C V -B NO YES NO B, S -2 GROUND - BUILDING B 0 2850 2850 SECOND - BUILDING B 0 0 0 GROUND - BUILDING C 2352 0 2352 SECOND - BUILDING C 0 0 0 (ALLOWABLE BLDG SIZE -NEW BLDG B: PER IBC TABLE 503 3,000 SF (IBC 406.1.2; USE 406.1.2 SITE & ZONING INFORMATION 14816 Military Road So. Tukwila, Washington, 98168 004100 -0083; 0088; 0089 SEE "PROJECT INFORMATION" ABOVE RC- Regional Commercial 10 feet No yard is within 50' of LDR, MDR, HDR 10 feet No yard is within 50' of LDR, MDR, HDR Tukwila Municipal Code 18.24.080 3 stories or 35 feet N/A Tukwila Municipal Code 18.24.080 10 feet: Type I 10 feet: Type I 5 feet: Type 11 No yard is within 50' of LDR, MDR, HDR none No yard is within 50' of LDR, MDR, HDR Per Design Review req'mnts Tukwila Municipal Code Figure 18 -6 24' 2 -way aisle @ 90 25' 2 -way aisle @ 90 25' 2 -way aisle @ 90 30% max Tukwila Municipal Code 18.24.080 & Figure 18 -7 3/1000 SF 2870 1/2000 SF 6362 3,000 - 100,000 SF RECEIVED CITY OF TUKWILA MAY 01 Z008 PERMIT CENTER OCCUPANCY TYPE EX. BLDG. A: (OCCUPANCY LOAD 1 5.8 28.7 35 14.25 48,884 6198 2504 31940 1124 41766 34444 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INF @PAGEANDBEARD.COM PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: Q 4/11 /08 DESIGN REV COMMENTS THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING c PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHIT GALEN C. P G STATE OF WASHINGTON PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT_ I `` GALEN C. PA STATE OF WASHINGTON „. „. 16' 8' 4' 0 SHEET LEGEND: ROOFING: STANDING SEAM MET ROOF PER SPEC. monominonnugum 1 Lk NEW 30" x 36" ROOF ACCESS HATCH CUSTOM "RETRO -FIT" CURB AND FLASHING, "THYCURB" OR EQUAL allI I IIIIJIIJII IIIII1III I I I1I I I I I1I II1111I II 1 IIIIII1II11IIIl1 CONTRACTOR TO PROVIDE NEW SECONDARY FRAMING AS REQ'D TO SUPPORT NEW ROOF HATCH EX ST METAL ROOFING EX BLDG A NORTH & SOUTH EXTERIOR WALL: METAL SIDING 0/ STL GIRTS, 2 X FURRING W/ BATT INSUL, 5/8" GWB INSIDE. SEE WALL SECTIONS. NEW INTERIOR PARTITION: 2X6 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP; OR R -21 BATTS @ WALLS SEPARATING HEATED & NON- HEATED AREAS. NEW INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. NEW INTERIOR PLUMBING WALL: 2X8 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. EX INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES. EX BLDG A EAST & WEST EXTERIOR WALL: 2X4 WD STUD WALL, SIDING PER ELEVATIONS, 5/8" GWB INTERIOR, W/ BATT INSUL BLDG B EXTERIOR WALL: METAL SIDING PER ELEVATIONS 0/ STL GIRTS W/ BATT INSUL & VB. SEE BLDG SECTIONS. EX RID w P. J N w a 0 v7 N TJ I I ? 1;J1i i � � ll 1I I TTI 1 111 1 - 1TT ITT T r IIlill�J J IIlI II BLDG A ROOF PLAN SCALE: 1/8" = 1' -0" N C 16' 16' 8' Vii ., Aft A►in .,����■ �l_rrrrrrr rrrrrrrrr n112■1212■215 �._.. �ai1E11�11� : — EXIST 1111111111 'STAIRWELL H H '.1,• IST � `��� EX I EXIST LUNCHROOM NO WORK EXIST OPEN OFFICE ENLARGED OFFICE PATCH GWB, TAPE & SPACKLE 3' EA SIDE OF REPAIR PAINT ENTIRE ROOM V EXIST EX F.E. TLT ;I EXIS FURN- 2MECI-1 RM � r EXIST BREAKROOM I RELO4ATED EX F. D14) I I NEW WALL MNTD STL LADDER TO ROOF HATCH ABV NEW 3/4" ACX PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS MIN EXIST STAIR OPEN TO EXIST GARAGE BELOW EXIST OFFICE I 8' 4' L 4' 0 0 T BLDG A SECOND FLOOR PLAN SCALE: 1/8" = 1' -0" BLDG A FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" I I N RELOCATED F.E. EXIST FOYER & STAIR EXIST OFFICE FURN 1 RELOCATED F.E. NEW MEN'S LOCKER RM NOTE: EXIST '[IRE ALARM TO BE UPGRADED AS \ REQ'D FOR AFDITION OF NEW BUILDING B I NEW FURN/ HP -SEE MECH EX GENSET NV( �Nltc�. f WIFE EXIST SHOP AREA EX F.E. N 16' C 8' 4' 0 16' A 8' I II rrl ■.■ ■ W . _ liMMMMMi�i� AIM M I 111 111111:► MEM I I EXIST OFFIC REMOVE CARPET I I I . I 4' EX PARTITIONS TO BE REMOVED 1 0 EXIST LUNCHROOM NO WORK EX ELEC METER EXIST OPEN OFFICE REMOVE CARPET REM EXIST ST la RA REMOVE CA' I I N BLDG A SECOND FLOOR EXIST / DEMO PLAN CD SCALE: 1/8" = 1' -0" EX EXH SHROUD TO BE REMOVED & REPLACED WITH LARGER SHROUD EX EXH SHROUD TO REMAIN & BE USED FOR NEW WH. SEE MECH E D EXIS TLT FURN -2 EXIST ECH ROOM EXIST BREAKROOM REMOVE CARPE I STL COL TO REMAIN SALVAGE (2) F.E. FOR RELOCATION EXIST FOYER & STAIR EXIST OPEN OFFICE FURN - 1 CUT OPENING FOR NEW DOOR DEMO ALL WALLS, FLOORING, CEILINGS, FIXTURES, ELEC /MECH DEVICES ETC UNO. • REVIEW ALL OTHER PLANS FOR EXIST WORK TO REMAIN. TEMP SHORE UPPER FLR FRMG PRIOR TO REMOVING BEARING WALLS. SEE STRUC DWGS. \ BOTH EX HP SYSTEMS TO BE REMOVED AND REPLACED. SEE MECH DWGS. EXIST GARAGE EXIST EXIST ELEC RM SHOP AREA EXIST OFFICE =IF „VI / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////� / / / / / / �!IIII 111 HP -2 MP -1 EX GENSET BLDG A FIRST FLOOR EXIST / DEMO PLAN (1) SCALE: 1/8" D e f 1-1 EX HP SYSTEM TO BE REMOVED AND REPLACED. SEE MECH DWGS. NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS & DETAILS EXIST STAIR CUT OPENING FOR RELOCATED DOOR I -r/rr .PP2 w11111 rrrrrrrrrr< OPEN TO EXIST GARAGE BELOW EX PARTITIONS TO BE REMOVED. SALVAGE DR & FRM. p V6"h 4 �• y 's' v v 2 8 EXIST OFFICE O ELEC O RE CEIV E D GAS WH. WH S T BE MECH DWGS REMOVED & REPLACED WITH C I T IA O T UK WI L R MAY 0 12 008 P E RMIT C EN T ER N PAGE gEAR.D ARCHITECTS RS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 I NFO @PAGEANDBEARD.COM y51 - c v) (D m 0 W _o _ cv00 cm W >, crs (.0 1.1.1 J co f- -�- W oC J Z > 2 FLOOR PLANS -BLDG A SHEET. A -2.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING V PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARC T GALEN C. P STATE OF WASHINGTON a NEW GAS WH- SEE MECH DWGS NEW EXH HOOD FOR COMBO EXH FAN FROM MEN'S & WOMEN'S TLT RMS. INSTALL HOOD LARGE ENOUGH TO COVER PATCH OVER EX PENETRATION NEW WOMEN'S TLT /SHWR RM NEW ROOF HATCH I 11111111- I!' r EX TLT RM TYP SUSP GWB CLG SYSTEM LOCKERS BEYOND TO W TLT TYP TACTILE SIGNAGE EX SAT CLG. NOTE MIN CLR @ GL LAM FOR DUCTWORK - EX OPEN OFFICE EX MAIN STAIR EX SIDE STAIR EX 2 X 10 FLR JST & GL BM BEYOND NEW BMS PER STRUC EX OPEN OFFICE OF TLT RTMENT N -S BUILDING SECTION SCALE: 1/4" = 1' -0" EX SIDE STAIR TO HALL ENLARGED OFFICE NEW MENS TLT SHWR RM TO HALL TO HALL NEW LOCKER RM EX 2 X 10 FLR JST NEW BMS PER STRUC CLG SYSTEM, TYP TO OPEN OFFICE EX BREAK AREA NEW "HYBRID" / I I GAS FURN -SEE/ /I I MECH DWGS' \L I I 1111 I 1111 EX MECH I RM I , NEW "HYBRID" L I GAS FURN -SEE 1111 u � EX MECH DWGS I « ; * -9. ° u GARAGE 1111 .:o m F.E. M� Ira EX SIDE STAIR NEW "BIDDER DESIGNED" COMBO FURN FLUE THRU ROOF -SEE MECH DWGS. PROVIDE ALL RES'D FLASHING NEW 3' X 2' "BIDDER DESIGNED" RELIEF VENT THRU WALL -SEE MECH DWGS. ENLARGE EX PENETRATION LOCATION N -S BUILDING SECTION SCALE: 1/4" = 1' -0" EX MAIN STAIR EX ENTRY FOYER NEW WALL LADDER EX MECH RM NEW 3' X 2' ECONOMIZER F.A. INTAKE & RELIEF LOUVERS FOR BOTH FURNACES -SEE MECH DWGS NEW "BIDDER DESIGNED" DUCTWORK -SEE MECH DWGS FOR ADD INFO NOTE: "BIDDER DESIGNED" RELIEF DUCTWORK & LOUVER NOT SHOWN -SEE MECH DWGS FOR ADD INFO EX GARAGE ENLARGED OFFICE EX OFFICE NEW BEAMS - SEE STRUC DWGS EX 2 X 10 FLR JST HUNG FROM NEW BM -SEE STRUC NEW COMBINED FURNACE FLUE THRU ROOF. PROVIDE ALL NECESSARY FLASHING EX HALL NEW ROOF HATCH :r EX BACK STAIR E -W BUILDING SECTION S 2, 9 EX GARAGE SCALE: 1/4" = 1' -0" E -W BUILDING SECTION SCALE: 1/4" = 1' -O" RECEIVED CITY OF TLIKWILA MAY 0 1 2008 PERMIT CENTER PAGE &BBA�II ARCHITECTS P. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM I_ Ce ull CI 2i . ce 24-i I ' pl '.B uJ IY I I :sr ti W J w 0 O L W w ce c4 JO Z PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADCMFMONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING © PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED I ARCH - 4,._,J ∎ t t GALEN C. • AG STATE OF WASHINGTON o = 0 PATCH, FIN & PAINT TRANSITION 3'-1O 15/ ' 5 1/211 or — i — - H I — - I I I I I I I 16 R. 7 1/4" — L I I I ,s . 111" I I I I I I I I I I I I I 16 R. @ 7 1/4" 15 T. Cpl 10" I I I I I RELOCATE EX F.E. NEW 2 X 6 STUD PARTITIONS W/ R -19 BATTS - RELOCATE EX COAT HOOl< BARS II - SALVAGED & RELOCATE6 DR & FRAME I RELOCATE EX COAT HOOlK BARS I 1 N m 3 1/2 " co EX2X4 WALL W/ NEW R -13 BATTS & WR GWB ON TLT RM SIDE 3 1/2" 3 1 /2' 6' -3 3/4" 3 1/2" TOILET TOILET Ad a • _ ■■• rA 1' -11 1/2" 51TG SHELF W/ (3) Q TOWEL HOOKS CURTAIN ROD -J 1 I,I 1,1 ,I (5) LOCKERS PER SPEC 0/ RAISED PLATFORM T 4'-8 1/2" 60" DIA 42" X 60" m � / 3C X 48" SOAP DISP 3' X 3' MIRROR 4' -11" 81/ TP DISP SN DISP GRAB BARS 2 X 8 PLMBG WALL ADA CLR FLR SPACE ZONES, TYP - URINAL 21'-11 1/2" FOLD -DN SEA GRAB BARS 3' -2 1/4" COMPARTMENT PARTITION A SHOWER GRAB BARS TP DISP GO" DIA 4'-11" 3/44 3' -6 3/4" XGO" SHELF W/ (3) TOWEL HOOKS BENCH 0/ PEDESTALS PER SPEC _ - 614 EX POST NEW POST SOAP DISP MIRROR PT DISP 3000 X 4B" 3 1/2" NOTE: ALL NEW INT PARTITIONS AND EXIST TLT RM WALLS TO HAVE R -13 SOUND BATTS INSTALLED; EXCEPT SHOWER WING WALLS. 5' -1 1/4" 3 1/2" alt• / I I I 1 I 1 ki I L �, x 6J i u�uu�w�►iii�� »>����� � THIWIMMTIMAILIMIUMUIRIM I I�l i J t � 1111 .y �J .- VERIFY THIS OVERALL DIM AFTER DEMO & REPORT TO ARCHITECT 12' -1 7/8" NEW 2X6WD STUDS @16 "O.C., 5/8" GWB EA SIDE & R -19 BATTS 5 1/2" NEW FTG- SEE STRUC F- EX2X4 WALL W/ NEW R -13 BATTS & WR GWB ON TLT RM SIDE D 0 8- ;2-t9 m m 0 n N cn 0 N CO RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER N PAC��BEA�U ARCHITECTS RS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM W J > w D O ›- 2 W J ce J o Qz > 2 PARTIAL ENLARGED PLANS SHEET. A -4.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 1 r 40" 11 DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS "TYP EXIST NEW GWB X1 1 1 WALL GWB 11 CURTAIN ROD STATE OF WASHINGTON MIRROR - OPP 9 _ - - TOILT PART SHELF & HOOKS ° © e 42" 0 0.00 �D00 0 E GWB — FI - o e -9. GWB m I TRAP COVER, GWB ILET TITION P.LAM. - MIRROR 9 ` -9.0 I I F P.LAM P.LAM I 1 I (' L L r r, sr n y „a� , 1 1l I , TRAP TYP II I I I II COVER, I - TRAP TYP I I II II COVER, b ..a£ ! ■*s 1 a PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: r 40" 11 DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS "TYP EXIST NEW GWB X1 1 1 WALL GWB 11 CURTAIN ROD STATE OF WASHINGTON MIRROR - OPP 9 _ - - TOILT PART SHELF & HOOKS ° © e 42" 0 0.00 �D00 0 ADA SHOWER " -9.� — FI - A I GRAB BARS _ -9. GWB 1 I TRAP COVER, TC PAF ILET TITION P.LAM. - OLD DN SEAT I I F P.LAM I 1 I (' L L r r, sr n , I , PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: r 40" 11 DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS "TYP EXIST NEW GWB X1 WALL WALL GWB 11 o r e STATE OF WASHINGTON MIRROR - OPP 9 _ - - TOILT PART o e © e 42" 0 0.00 �D00 0 ADA SHOWER " -9.� — FI C C 1 TRAP COVER, e f 0000 D No I TYP n P.LAM I I r, n PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: r 40" 11 DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS " -9. u. GWB 5329 REGISTERED � o r e STATE OF WASHINGTON MIRROR - OPP 9 _ - - TOILT PART - ION r 42" y ADA SHOWER -9.� — FI C C 1 TRAP COVER, - - I II I I` I - I TYP n I I PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: r 40" 11 DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS " -9. u. GWB 5329 REGISTERED � GALEN C.PAG STATE OF WASHINGTON _ - - r 42" y P.LAM. 4 -9. 1 ] C I n PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C.PAG STATE OF WASHINGTON as SUSP GWB CLG SYSTEM COUNTER SUPPORT BRACKET E WOMEN'S TOILET /SHOWER RM SCALE: 3/8" = 1' -0" SUSP GWB CLG SYSTEM GWB SOFFIT 0/ STAIR STRINGERS SHOWER STALL CURTAIN ROD. CURTAIN NOT SHOWN SHELF W/ TOWEL HOOKS P.T. DISP STL ANGLE BRACKET, TYP E MEN'S TOILET /LOCKER ROOM SCALE: 3/8" = 1' -0" 3 UI 8 1/4" CO 9 " S WOMEN'S TOILET /LOCKER RM SCALE: 3/8" = 1' -0" rTh7 y_ 111 SHOWER STALL VERIFY BENCH HT PRIOR TO CONSTR LOCKER PLATFORM CO SHELF & HOOKS _I I I GWB P.LAM E O TP DISP o O 10 40" . 1 5 " TYP O 42" 8 3/8 "/ GRAB BARS S STL LOCKERS PER SPEC W/ BENCH PER SPEC BASE PER SCHED SUSP GWB CLG SYSTEM SLOPED TOP GRAB BARS O c CO O GWB O P. LAM S MEN'S TOILET /SHOWER RM SCALE: 3/8" = 1' -0" O D SUSP GWB CLG SYSTEM SUSP GWB CLG SYSTEM 5 STL LOCKERS PER SPEC W/ SLOPED TOP PAPER TOWEL DISP PER SPEC BENCH PER SPEC COVED BASE PER SCHED SUSP GWB CLG SYSTEM 9 STL LOCKERS PER SPEC W/ END CLOSURE PANELS & SLOPED TOP BENCH PER SPEC COVED BASE PER SCHED N MEN'S LOCKER RM SCALE: 3/8" = 1' -0" SHELF & HOOKS N TXB2UI GWB P.LAM. 11 N WOMEN'S TOILET /SHOWER RM W WOMEN'S TOILET /SHOWER /LOCKER RM 15" 15" 4" ADA SHOWER C P.LAM 15" 15" SUSP GWB CLG SYSTEM SHELF W/ HOOKS 11 SCALE: 3/8" = 1' -0" GWB P.LAM CO SCALE: 3/8" = 1-0" SUSP GWB CLG SYSTEM 0 w m N m CO N MENS SHOWER SCALE: 3/8" = 1' -0" SUSP GWB CLG SYSTEM LOCKERS PER SPEC Z BENCH PER SPEC ) RECEIVED -- - -- -- CITY OF TUKWILA MAY 012008 PERMIT CENTER W MEN'S TOILET /LOCKER RM SCALE: 3/8" = 1-0" PACB�BEE�11 ARCHITECTS PS 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO'PAGEANDBEARD.COM INTERIOR ELEVATIONS SHEET A -5.0 14816 Military Road South Tukwila, WA 98168 .1S Valley View IIRMit.pta PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARC-1H1 T 4 t ' cal- GALEN C. ' AGEE STATE OF WASHINGTON g SHEET LEGEND a 8 4' 2' 0 3 .5 EXIST 2 X 4 LIGHT FIXTURE TO REMAIN. EXIST 2 X 4 LIGHT FIXTURE TO BE REMOVED. NEW 5/8" GWB SOFFIT /CLG 0/ "ARMSTRONG SHORTSPAN" SYSTEM. EXIST SAT & GRID TO REMAIN. NEW SAT & GRID TO BE SPLICED INTO EXIST AS REQ'D. EXIST HVAC SUPPLY DIFFUSER. SEE MECH FOR MODIFICATIONS. NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -0" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. H • LINE OF EXIST LUNCHROOM NO CLG I HIS SI- UNO WORK ACL- 4 JEMO'D WALL v EXIST OPEN OFFICE NO CLG WORK THIS SPACE -UN REPLACE GRI ) TO MATCH EX. REPLACE PARTIAL TILES @ NEW /EX TRANSITION ,NITH NEW. 4 4 ENLARGED O=FICE 0 EXIST STAIRWELL NO CLG WORK THIS SPACE -UNO a 4 4 lEk `J• Pt" 7 II r )1 ( EXIST TLT NO CLG WORK THIS SPACE -UNO m FURN -2 MI • 0 EXIST BREAKROOM NO CLG WORK THIS SPACE -UNO 4 0 MEM _EXIST STAIRWELL EXIST MECH ROOM NO CLG WORK THIS SPACE -UNO v EXII ST STAIRWELL NO CLG WORK THIS SPACE -UNO NEW ROOF ACCESS HATCH CUT INTO EXIST ROOF. SEE STRUC DWGS FOR NEW SECONDARY FRAMING. REPLACE REP ACE TRANSIT! - REMOVE SAT & GRID @ NEW HATCH LOCATION. REPAIR OR REPLACE GRID & TILES AS REQ'D AFTER NEW PARTITION WORK. RELOCATE EX LIGHT FIXTURE AND SPEAKER TO THIS CLG. EXIST STAIR RID TO MATCH EX. AR I IAL I ILES L NEW /EX N WITH NEW. EXIST OFFICE EXIST GARAGE NO CLG WORK THIS SPACE -UNO 4 4 8' 4' 2' 0 • H 7 EXIST OPEN IIFFICE NO CLG WO K THIS SPACE -UNO 8 N BLDG A -2ND FLR RCP / CLG DEMO PLAN ED SCALE: 1/4" = 1' -0" NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -O" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. DEMO EX SAT GRID AND TILES, FIXTURES ETC AS REQUIRED FOR NEW CONSTR 0 FURN- 1 NO CLG WORK THIS SPACE -UNO EXIST ELEC RM 214/ EXIST GARAGE HP -2 P -1 NO CLG WORK THIS SPACE -UNO NEW 5/8" GWB SOFFIT 0/ "ARMSTRONG SHORTSPAN" SYSTEM. SHEET & FINISH EXPOSED VERT FACE, TYP. NEW 5/8" GWB CLG 0/ "ARMSTRONG SHORTSPAN" SUSP SYSTEM, TYP. COORD. CLG FRAMING W/ ELEC & MECH DWGS. "ARMSTRONG SHORTSPAN STRONGBACK" @ MIDSPAN SUSP'D FROM STRUC ABV @ 4' O.C., TYP ALL SPANS OVER 6' OR AS REQ'D BY MFR. -L Q — DEMO EX CLGS & FURRING, LIGHT FIXTURES & ALL OTHER CLG APPURTENANCES, TYP. NO CLG WORK THIS SPACE -UNO BLDGA -1ST FLR RCP / CLG DEMO PLAN SCALE: 1/4" = K> NEW 5/8" GWB CLG 0/ NEW SLOPED 2 X 4 FURRING FOLLOWING EX STAIR < STRINGERS. FRAME SLOPED SOFFIT FLUSH W/ B.O. STRINGERS & EXTEND TO EX JOISTS. RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER PAC��BEE�II ARCHITECTS p5. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U H N w w W J � w D O > - 2 I J J a Z > 2 0 0 0 OC i Ca ■ CO CO CO (3) Co REFLECTED CLG PLANS SHEET A -6.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING b PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHf"F •� C GALEN C.PAG STATE OF WASHINGTON 9 " 9 " N 6" 6" 3" 3" 0 0 w 18" 12" 6" 0 2 ' GWB. PAINT PER INTERIOR ELEVATIONS BLK'G AS REQ'D ALUM "J" TRIM, TYP P.LAM WAINSCOT PER INTERIOR ELEVATIONS T.O. P.LAM SCALE: 3" = 1' -0" P.LAM WAINSCOT PER INTERIOR ELEVATIONS ALUM TRANSITION STRIP, TYP RESILIENT FLOORING SELF -COVED UP WALL, TYP COVED FILLER AS RECOMMENDED BY FLOORING MFR, TYP RESILIENT FLOORING PER SCHEDULE EXIST CONC SOG FLOORING & BASE AS OCCURS ON OPPOSITE SIDE, TYP BASE TO P.LAM P.LAM. 0/ 3/4" PLYWD COUNTER TOP. MNT MEN'S COUNTER ON WALL LEDGERS & (2) STL BRACKETS. MNT WOMEN'S COUNTER ON WALL LEDGERS & (1) BRACKET. MIRROR P.LAM BACKSPLASH, TYP DECK MNT'D SOAP DISP 2" x 2" x 1/4" STL ANGLE BRACKET, MITERED & WELDED. THRU BOLT TO STUD W/ (3) 3/8" X 2" BOLTS W/ NUTS & WASHERS. DO NOT OVERSIZE HOLES. TRAP PROTECTION, TYP LAV COUNTER SCALE: 1 1/2"= 1' -0" 18" 18" 12" 12" 6" 6" I4 STAINLESS STEEL GRAB BAR 0 WALL DEPTH 1/2 N LO ao 0 0 1/2" BLOCKING AS REQ'D BY WALL TYPE ATTACH GRAB BAR THRU WALL W/ MOUNTING SCREWS TO 16 GA. STEEL BACKER PLATE, SECURELY FASTENED TO STUDS AS REQ'D. CERAMIC TILE OR PLAM WAINSCOT. SEE ROOM FINISH SCHEDULE CEMENT BACKER BOARD OR W.R. GWB AS OCCURS PER WALL TYPE. GRAB BAR SCALE: 11/2 " = 1' -0" DBL KING STUD TYP @ JAMBS 5/8" TYPE "X" GWB, TYP - INT HM FRAME PER SECTION 8110, PAINT. - INT DOOR PER DOOR SCHED GRID LINE AS OCCURS TYP INT HM JAMB SCALE: 11/2 " = 1' -0" GRID LINE, FACE OF STL AND FND, STL SIDING PER SPEC, CLOSURE STRIP AND HEAD TRIM OVER BATTS & VB, FASTENED TO STL GIRTS. STL GIRT / HEAD BY BLDG MFR H.M. DR FRAME W/ TRANSOM & LOUVER B.D. DAMPER MOUNTED TO HM FRAME -SEE MECH FOR INFO STL LOUVER W/ INSECT SCREEN PER SPEC. CONTRACTOR TO VERIFY NET FREE AREA MATCHES REQ'MNTS OF MECH DRAWINGS. PAINT TO MATCH ROOFING COLOR. HM TRANS HD SCALE: 1" = 1' -0" GRID LINE, FACE OF STL AND FND. B.D. DAMPER MOUNTED TO HM FRAME -SEE MECH FOR INFO STL LOUVER W/ INSECT SCREEN PER SPEC. CONTRACTOR TO VERIFY NET FREE AREA MATCHES REQ'MNTS OF MECH DRAWINGS. PAINT TO MATCH ROOFING COLOR. H.M. DR FRAME W/ TRANSOM & LOUVER. PAINT TO MATCH ROOFING COLOR. H.M. DR PER SCHED & SPEC. PAINT TO MATCH ROOFING COLOR. JAMB TRIM BEYOND, PAINT TO MATCH SIDING HM DR HD w/ TRANS SCALE: 1" = 1' -0" 6' 4' 2' 2' IA N Ln 1' 0 0 EnTTE 1 3/8" VERIFY W/ LOCKER DEPTH LOCKER PLATFORM SECTION r LL w N tOE zL O e n e 0 4 1 ' -6" O PRE -FAB 24" X 36" ROOF HATCH PER SPEC W/ RETROFIT CURB /FLASH. EXIST SAT CLG EXIST PARTITION NEW OR EXIST PARTITION AS OCCURS W/ BATT INSUL & NEW 5/8" WR GWB 0/ SHWR RM SIDE NEW LOCKERS PER SPEC NEW BENCH PER SPEC 1 X 3 WD TRIM -PAINT P LAM PER SCHED W/ TERMINATION STRIP @ BOT. SELF COVE VINYL FLOORING NEW PLATFORM W/ 3/4" PLYWD 0/ 2 X 4 JSTS @ 16" O.C., 0/ 2 X 4 PONY WALL W/ PT PL & 5/8" GWB & 2 X 4 LEDGER LAGGED TO WALL STUDS SCALE: 1" = 1' -0" PRE -FAB 24" X 36" ROOF HATCH PER SPEC W/ RETROFIT CURB /FLASH. NEW SECONDARY HDR -(2) BACK TO BACK 600S162 -33 W/ (2) #8 @ 12 "O.C. COPE FLANGES EA END & BEND WEBS OUT 2" W/ (2) #8 EA SIDE INTO SUPPORTS - REMOVE EXIST SAT CLG TILE FOR NEW ROOF ACCESS 1 1 /8" ACX PLYWD BACKER 0/ EXIST GWB, ANCHORED TO (3) EXIST STUDS MIN. W/ #12 X 3 1/4" SCREWS @ 12" O.C. PRE -MFR'D MET WALL LADDER. ANCHOR TO FLOOR & NEW PLYWD BACKER W/ 1 /4" X 2" LAG BOLTS 3/4" ACX PLYWD BLW LADDER FLR BRACKETS, SPANNING (2) JOISTS, GLUED & SCREWED TO EX SHEATHING W/ # 12 X 2" SCREWS ROOF HATCH EXIST SAT CLG EXIST PARTITION SCALE: 3/8" = 1' -0" NEW SECONDARY HDR -(2) BACK TO BACK 6005162 -33 W/ (2) #8 @ 12 "O.C. COPE FLANGES EA END & BEND WEBS OUT 2" W/ (2) #8 EA SIDE INTO SUPPORTS REMOVE EXIST SAT CLG TILES & CROSS RUNNER FOR NEW ROOF ACCESS - 1 1/8" ACX PLYWD BACKER 0/ EXIST GWB, ANCHORED TO (3) EXIST STUDS MIN. W/ #12 X 3 1/4" SCREWS @ 12" O.C. PRE -MFR'D MET WALL LADDER. ANCHOR TO FLOOR & NEW PLYWD BACKER W/ 1/4" X 2" LAG BOLTS 3/4" ACX PLYWD BLW LADDER FLR BRACKETS, SPANNING (2) JOISTS, GLUED & SCREWED TO EX SHEATHING W/ # 12 X 2" SCREWS ROOF LADDER SCALE: 3/8" = 1' -0" EXIST WD STUD WALL — LINE OF NEW CLG OPN'G ABV 1 1/8" ACX PLYWD SCREWED TO (3) ST W/ #12 X 3 1 /2" COUNTER -SUNK SCRE 12" O.C. FILL SCREW HOLES, SAND, AND PAINT PLYWD. PRE -MFR'D WALL LADDER. ANCHOR TO FLR & PLYWD WITH 1 /4" X 2" LAG BOLTS. PAINT LADDER. EXIST WD STUD WALL RECEIVED CITY OF T UKWILA MAY 01 1UU8 PERMIT CENTER LADDER PLAN SECTION SCALE: 3/4" = 1' -0" PAG�&BEE�II ARCHITECTS p.a 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U H D w w N p 0 CO 0 r co O I INTERIOR DETAILS SI-I E ET ,. A -9.0 FINISH SCHEDULE Rm No Room Name Area Flooring Base Wall Mat -N Wall Fin -N Wall Mat -E Wall Fin -E Wall Mat -S Wall Fin -S Wall Mat -W Wall Fin -W CIg Mat Clg -Fin Note /Remarks A 108 EXIST SHOP AREA 190. EX TO REMAIN EX TO REMAIN - -- -- -- -- - -- -- -- - NO FINISH WORK A 110 EXIST GARAGE 947. EX TO REMAIN EX TO REMAIN - -- -- -- -- - - -- -- -- MINOR PATCHING REQUIRED A101 EX ENTRY FOYER 78. EX TO REMAIN EX TO REMAIN -- -- -- -- -- - -- -- -- - NO FINISH WORK A102 EX MAIN STAIR 14. CARPET -1 EX TO REMAIN - -- -- -- -- - -- -- -- -- CARPET ONLY A103 EX OPEN OFFICE AREA 449. EX TO REMAIN RB -1 -- - GWB P -4 GWB P -4 -- -- SAT TO MATCH -- MODIFY CLG AS REQUIRED Al 03 -A HALL 22. CARPET -1 EX TO REMAIN -- -- GWB P -4 GWB P -4 GWB P -4 SUSP GWB P -2 A104 EX OFFICE 129. EX TO REMAIN EX TO REMAIN -- -- -- -- -- -- -- -- EXIST -- NO FINISH WORK A105 WOMENS NEW TOILET /SHWR /LOCKER RM 162. VINYL -1 SELF -COVE WR GWB P -LAM 1; P -1 WR GWB P -LAM 1; P -1 WR GWB P -LAM 1; P -1 WR GWB P -LAM 1; P -1 SUSP WR GWB P -2 SEE A -5.0 A106 MENS NEW LOCKER RM 94. VINYL -1 SELF -COVE GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 SUSP GWB P -2 SEE A -5.0 A107 MENS NEW TOILET /SHOWER RM 135. VINYL -1 SELF -COVE WR GWB P -LAM 2; P -3 -- P -LAM 2; P -3 WR GWB P -LAM 2; P -3 WR GWB P -LAM 2; P -3 SUSP WR GWB P -2 SEE A -5.0 A109 EX REAR STAIR 12. EX TO REMAIN EX TO REMAIN -- -- -- -- -- - - - -- -- NO FINISH WORK A111 EX SIDE STAIR 1 33. EX TO REMAIN EX TO REMAIN -- -- -- -- -- -- - -- -- - NO FINISH WORK A112 EX SIDE STAIR 2 18. EX TO REMAIN EX TO REMAIN -- -- -- -- -- -- -- - -- - NO FINISH WORK A201 EX MECH RM 73. EX TO REMAIN EX TO REMAIN -- -- -- -- -- - -- - EXIST -- MODIFY CLG AS REQUIRED A202 EX MAIN STAIR 103. CARPET -1 EX TO REMAIN -- -- -- -- -- - - - -- - CARPET ONLY A203 EX LUNCHROOM 124. EX TO REMAIN EX TO REMAIN - -- -- -- -- - -- - -_ - NO FINISH WORK A204 EX OPEN OFFICE AREA 380. CARPET -2 RB -1 -- - -- -- -- -- -- - -- - CARPET & BASE ONLY A205 EX BREAK AREA 364. CARPET -2 RB -1 - -- -- -- -- - -- - -- - CARPET & BASE ONLY A206 ENLARGED OFFICE 191. CARPET -3 RB -1 - P -5 -- P -S -- P -5 -- P -5 SAT TO MATCH - GWB PATCHING, MODIFY CLG AS REQUIRED A207 EX TLT RM 37. EX TO REMAIN EX TO REMAIN -- - -- -- -- - -- -- - - NO FINISH WORK A208 HALLWAY 364. CARPET -2 RB -1 - -- - P -5 -- - - -- -- -- GWB PATCHING @ NEW DOOR A209 ENLARGED OFFICE 227. CARPET -3 RB 1 - P -5 - P-5 -- P-5 GWB P -5 SAT TO MATCH -- MODIFY CLG AS REQUIRED A210 EX REAR STAIR 42. EX TO REMAIN EX TO REMAIN - -- -- -- GWB P -5 - -- SAT TO MATCH - GWB PATCHING, MODIFY CLG AS REQUIRED A211 EX SIDE STAIR 1 47. EX TO REMAIN EX TO REMAIN - -- -- -- -- - - -- -- - NO FINISH WORK A212 EX SIDE STAIR 2 48. EX TO REMAIN EX TO REMAIN -- - -- -- -- -- - -- -- -- NO FINISH WORK B 101 NEW GARAGE 2,150. Concrete Concrete VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY B 102 NEW CARPORT 696. Concrete Concrete MET SIDING FACTORY MET SIDING FACTORY MET SIDING FACTORY MET SIDING FACTORY MET SOFFIT FACTORY SEE SPEC, EXT ELEVS, SECTIONS C101 EXIST GARAGE /SHOP 2,252. EX TO REMAIN EX TO REMAIN - - -- -- -- -- -- - -- -- NO FINISH WORK DOOR AND FRAME SCHEDULE Mark Type Operation WL Thick DOOR FRAME Fire R. MFR HARDWARE DETAILS Notes/ Remarks Width Height Lf Matl Lf Fin Fr Matl Fr Fin H Gra... Lock Panic Head Jamb 001 J O.H. 10" 11' 12' 1/4" GLASS PAINT -GRN H.M. PAINT -GRN SEE SPEC PAINT TO MATCH ROOFING W02 6' 3' SEE SPEC SECTION D02 J O.H. 10" 11' 12' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC PAINT TO MATCH ROOFING W03 6' 3' 6" A 003 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC W04 6' 3' 6" A H.M. D04 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN PAINT TO MATCH ROOFING SEE SPEC 6' 3' 6 " A H.M. PAINT D05 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D06 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC 007 H Single Swing 8" 3' 7' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC DO8 I Single Swing 8" 3' 7' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D09 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D10 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D1 1 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D12 F Single Swing 6 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D13 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D14 G Single Swing 4 3/4" 3' 7' Wood PAINT H.M. PAINT BLDG A; SALVAGED & RELOCATED WINDOW SCHEDULE MARK SIZE TYPE MATERIAL FINISH GLASS UNIT U VALUE AREA RATING MFR DETAILS Notes / Remarks W HT D Head Jamb Sill W01 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 1 8.00 NA SEE SPEC PAINT TO MATCH ROOFING W02 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 1 8.00 NA SPEC PAINT TO MATCH ROOFING W03 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 1 8.00 _SEE NA SEE SPEC PAINT TO MATCH ROOFING W04 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 1 8.00 NA SEE SPEC v PAINT TO MATCH ROOFING W05 6' 3' 6 " A H.M. PAINT 1/4" GLASS 1" U =.35 18.00 NA SEE SPEC PAINT TO MATCH ROOFING PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED AR E{ T -i: - A GALEN C, PAG E STATE OF WASHINGTON 16' 8' 4' 0 D07 11 u-ti I � \ / 1 \ / h\ �/I 1 \ �� \\ � �\\ I \ DOG I \ z I I N / I I \ O I \ 0 1 \ Clip I I \ i N / I I \ / N / I \ / I I \ / I X X X X \ � \ � I / \ I I i \ I I i \ / \ I /\ I I /\ I I i \ I I / \ I I i \ I I i \ I \ I I / \ I L � \ � / \ k \ � L \ � / \ \ 1 / i \ \ I rl DOOR SCHEDULE O D04 NEW GARAGE B 101 A 2.153.06 aq f CONCRETE ■1: F FLUSH z T^ X W 4 G FLUSH WI LOUVER W / / A HM NEW CARPORT E 102 A 895.83 aq R CONCRETE H FLUSH WI HALF GLASS & TRANSOM WINDOW SCHEDULE 0 WINDOW TYPES SCALE: 1/4" = 1' -0" 0 BLDG B FIRST FLOOR KEY PLAN SCALE: 1/8" = 1' -0" O O z MECH LOUVER MNTD IN HM FRAME W FLUSH W/ HALF GLASS FINISH SCHEDULE O 16' T EX LUNCHROOM 4' •1 I. 8' A203 123.75 w ft EXIST 0 16' / / / /. A101 A' 78.34 KO EXIST EX OFFICE A104 128.01 cq 11 EXIST TO REMAIN J O.H. WI FULL GLASS SECTION EX OPEN OFFICE AREA A204 38040811 CARPET/RS ENLARGED OFFICE A206 191. n CARPET/RB ENTRY FOYER EX OPEN OFFICE AREA 11' A103 44923 aq@ EXIST AlmJ EX MAIN CARPET A202 A 10211 q0 1-L INV M AIN STAIR A102 A 13.98 xg R CARPET L_ _ WOMENS NEW TOILET /SHWR/LOCKER RM 8' 4' A105 162.09 W q VINYI /RB OW B GWB 0 EX SID A4 EX TLT A207 36.90 eq R EXIST D09 1 HALL ■ 1 Tq A 2241 s 4110 EXIST C ca GLASS SECTION TO BE THIRD PANEL UP EX BREAK AREA HALLWAY A203 A 36306 q ft CARPET/RB A205 363.56 sq ft CARPET/RB cit4 ENS NEW LOCKER R A106 94.32 46 R VINYI,1Rg GINS GWB O EX MECH RM A201 A 72.65 qN EXIST eq \ A7.O sg11 cip STAIR 2 12 0 O8 29 9 DOOR TYPES SCALE: 1/4" = 1' -0" 0 b +, tl ENLARGED OFFICE A110 A 947.36 SCI ft CONCRETE A209 227.08 q ft CARPET /RB EXIST GARAGE 0 MENS NEW TOILET /SHOWER RM A107 134.59 sq ft VINYURB GWB GWB STAIR 1 111 4380 ST IR BLDG A SECOND FLOOR KEY PLAN 0 SCALE:1 /8" = 1' -0" \ \ A108 A 190.21 q O CONCRETE / EXIST SHOP AREA 0 _ RECEIVED CITY OF TUKWILA MAY 0 1 2008 PERMIT CENTER BLDG A FIRST FLOOR KEY PLAN 0 SCALE: 1/8" = PA6E�B&AR� ARCHITECTS P. MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.CQM U H O w w >rim w w J J J W 0 0 2 W LL 0 Z ■ O • 00 V / w CU CO O I PERMIT SET SCHE OF STRUCTURAL SPECIAL INSPECTION REQUIREMENTS DATE: 4/24/2008 VERIFICATION A�1D INSPECTION FREQUENCY OF INSPECTION REFERENCE STANDARD* IBC REFERENCE AGENT^ COMPLETED THIS DOCUMENT REPRESENTS A PROPRIETARY 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1. MATERIAL VERIFICATION OF HIGH- WASHERS: STRENGTH BOLTS, NUTS AND EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS A. INDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 - B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. PERIODIC - - 2. INSPECTION OF HIGH - STRENGTH BOLTING: A. BEARING -TYPE CONNECTIONS. PERIODIC AISC 360, SECTION M2.5 1704.3.3 B. SLIP - CRITICAL CONNECTIONS. CONTINUOUS / PERIODIC 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS SPECIFIED IN THE APPROVED TO CONFORM TO ASTM STANDARDS CONSTRUCTION DOCUMENTS. _ ASTM A 6 or ASTM A 568 1708.4 B. MANUFACTURERS' CERTIFIED MILL TEST REPORTS. - ASTM A 6 or ASTM A 568 1708.4 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS SPECIFICATION IN THE APPROVED DOCUMENTS. TO CONFORM TO AWS CONSTRUCTION - AISC 360, SECTION A3.5 - B. MANUFACTURERS' CERTIFICATE OF COMPLIANCE REQUIRED. - -- - 5. INSPECTION OF WELDING: - A. STRUCTURAL STEEL: - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS AWS D1.1 1704.3.1 2) MULTIPASS FILLET WELDS CONTINUOUS 3) SINGLE -PASS FILLET WELDS > 5 /6" CONTINUOUS 4) SINGLE -PASS FILLET WELDS < 5 /6" PERIODIC 5) FLOOR AND ROOF DECK WELDS PERIODIC AWS D1.3 - 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: PERIODIC - 1704.3.2 A. DETAILS SUCH AS BRACING AND STIFFENING. -- B. MEMBER LOCATIONS. - C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - 1704.'4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL PERIODIC ACI 318: 3.5, 7.1 -7.7 1913.4 4. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINUOUS ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. CONTINUOUS ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 7. INSPECTION FOR MAINTENANCE TEMPERATURE AND TECHNIQUES. OF SPECIFIED CURING PERIODIC ACI 318: 5.11-5.13 1913.9 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK FREQUENCY OF INSPECTION DURING TASK AGENT^ COMPLETED 1. VERIFY MATERIALS BELOW FOO INGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. PERIODIC 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERIODIC 3. PERFORM CLASSIFICATION AND MATERIALS. TESTING OF CONTROLLED FILL PERIODIC 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. CONTINUOUS 5. PRIOR TO PLACEMENT OF CONTROLLED AND VERIFY THAT SITE HAS BEEN FILL, OBSERVE SUBGRADE PREPARED PROPERLY. PERIODIC PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE ", 2006 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, WA GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES: - "STRUCTURAL ENGINEER OF RECORD" (SER) - THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING & SIGNING THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. - "SPECIALTY STRUCTURAL ENGINEER" (SSE) - A LICENSED PROFESSIONAL ENGINEER, NOT THE SER, WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES NECESSARY TO COMPLETE THE STRUCTURE WHO HAS EXPERIENCE AND TRAINING IN THE SPECIFIC SPECIALTY. THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF SPECIALTY- ENGINEERED ELEMENTS SHALL RETAIN THE SSE. SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE SSE. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY OR UNDER THE DIRECT SUPERVISION OF THE SSE WITH A PE LICENSE ISSUED BY THE STATE OF WASHINGTON. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON- BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. WIND DESIGN: BASIC WIND SPEED (3- SECOND GUST), V = 85 MPH; WIND IMPORTANCE FACTOR, IW = 1.0; OCCUPANCY CATEGORY = II; EXPOSURE CATEGORY = B. SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = II; S5 = 1.50; S1 = 0.52; SITE CLASS = D; SDS - 1.00G; SD1 = 0.52G; SEISMIC DESIGN CATEGORY = D. DEFLECTIONS: ROOF TOTAL LOAD DEFLECTION LIMIT: L/180 ROOF LIVE LOAD DEFLECTION LIMIT: L/240 SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF; SNOW EXPOSURE FACTOR, CE = 1.0; SNOW IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0. LIVE LOADS: ROOF (LIVE) 20 PSF ROOF (SNOW) 25 PSF DESIGN -BY- OTHERS (DEFERRED SUBMITTALS) LOADS: ALL PRE - ENGINEERED, PRE - FABRICATED, PRE - MANUFACTURED, OR OTHER PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR THE TRIBUTARY DEAD AND LIVE LOADS PLUS WIND, EARTHQUAKE, AND COMPONENT AND CLADDING LOADS WHEN APPLICABLE. DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS AND SPECIFICATIONS, REFERENCE STANDARDS, AND GOVERNING CODE. SUBMITTALS & INSPECTIONS SUBMITTALS: SUBMITTALS OF SHOP DRAWINGS, MILL TESTS AND PRODUCT DATA FOR ITEMS DESIGNED BY THE SSE SHALL BE MADE TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW AND PLACE A SHOP DRAWING STAMP ON THE SUBMITTAL BEFORE FORWARDING TO THE ENGINEER. SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF ONE WEEK FOR REVIEW BY THE ENGINEER. SUBMITTALS REQUIRED FOR THIS PROJECT ARE SPECIFIED IN THE SPECIFIC SECTIONS BELOW. DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP DRAWINGS AND PRODUCT DATA. DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED TO THE ARCHITECT AND SER FOR REVIEW PRIOR TO SUBMISSION TO THE JURISDICTION FOR APPROVAL. THE SSE SHALL SUBMIT TO THE ENGINEER FOR REVIEW CALCULATIONS AND SHOP DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE SSE'S SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: -- PRE - ENGINEERED STEEL STRUCTURES (METAL BUILDINGS) INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. STATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR THIS PROJECT CONTAINING ALL INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION REQUIREMENTS PER IBC CHAPTER 17. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SEC 1703.7. SOILS AND FOUNDATIONS REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS." GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN "GEOTECHNICAL ENGINEERING EVALUATION - VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION, TUKWILA, WA ", REPORT #780908, BY NELSON GEOTECHNICAL ASSOCIATES, INC., DATED 2/11/08, WERE USED FOR DESIGN. GEOTECHNICAL INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF CONCRETE AND REINFORCING STEEL AND PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION PRESSURE" SHOWN BELOW. ASSUMED VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. DESIGN SOIL VALUES: ALLOWABLE BEARING PRESSURE PASSIVE LATERAL PRESSURE COEFFICIENT OF SLIDING FRICTION 2,000 PSF 200 PSF /FT 0.35 SLABS -ON -GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -ON -GRADE SHALL BE FOUNDED ON APPROPRIATE SUB -GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 18 INCHES BELOW FINISH GRADE, OR BY THE GEOTECHNICAL ENGINEER AND THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. FOUNDATION STEM WALLS: UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MAXIMUM UNBALANCED SOIL CONDITION FOR ALL FOUNDATION STEM WALLS (DIFFERENCE IN ELEVATION BETWEEN INTERIOR AND EXTERIOR SOIL GRADES) SHALL BE 2' -6 ". MAINTAIN A MINIMUM 8" SEPARATION BETWEEN FINISH GRADE AND UNTREATED WOOD FRAMING. BACKFILLING: BACKFILL BEHIND RETAINING AND FOUNDATION WALLS SHALL BE OF FREE - DRAINING MATERIAL PLACED IN MAXIMUM LOOSE LIFTS OF 12 ". BACKFILL SHALL BE COMPACTED USING HAND - OPERATED EQUIPMENT ONLY. THE CONTRACTOR SHALL REFRAIN FROM OPERATING HEAVY EQUIPMENT BEHIND RETAINING AND FOUNDATION WALLS WITHIN A DISTANCE EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL, UNLESS OTHERWISE APPROVED BY THE ENGINEER. COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL - GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. CAST - IN - PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY ". (2) IBC CHAPTER 19. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP -15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 "CONCRETE QUALITY, MIXING, AND PLACING." MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI .301 SEC 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. MEMBER TYPE /LOCATION FOUNDATIONS STEM WALLS EXTERIOR SLABS -ON -GRADE INTERIOR SLABS -ON -GRADE CONCRETE REINFORCEMENT MATERIALS: REINFORCING BARS DEFORMED WELDED WIRE FABRIC BAR SUPPORTS TIE WIRE TABLE OF MIX DESIGN REQUIREMENTS STRENGTH TEST AGE MAXIMUM MAXIMUM (PSI) (DAYS) AGGREGATE WIC RATIO 3000 28 3/4" 0.52 3000 28 3/4" . 0.48 5% 3000 28 3/4" 0.48 5% 3000 28 3/4" 0.48 ASTM A615, GRADE 60, DEFORMED BARS. ASTM A497 CR51 MSP -2, CHAPTER 3 "BAR SUPPORTS." 16.5 GAGE OR HEAVIER, BLACK ANNEALED. AIR CONTENT MIX DESIGN NOTES: (1) W/C RATIO: WATER - CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.2.2.8.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE ". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE ". TOLERANCE IS +/- 1 -1/2 %. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. (5) NON- CHLORIDE ACCELERATOR: NON- CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION. FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL CONFORM TO SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.75 F'C. MEASURING, MIXING, AND DELIVERY: CONFORM TO ACI 301 SEC 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4" AMPLITUDE. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER S1RUCTURAL AND NON - STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE ALL OTHER EMBEDDED ITEMS. TESTING AND ACCEPTANCE: TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SEC 1.6.4.2. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW. CURE 4 CYLINDERS FOR 28 -DAY TEST AGE. TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28 -DAY STRENGTH REQUIREMENTS. ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN: THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. A "TEST" FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF THE TWO CYLINDERS TESTED AT THE SPECIFIED TEST AGE. REFERENCE STANDARDS: CONFORM TO: (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", SEC 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP -66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP -2 "MANUAL OF STANDARD PRACTICE." (4) ANSI /AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL." (5) IBC CHAPTER 19, CONCRETE. (6) ACI 318 AND ACI 318R. SUBMITTALS: CONFORM TO ACI 301 SEC 3.1.1 "SUBMITTALS, DATA AND DRAWINGS." SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. FABRICATION: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION ", AND ACI SP -66 "ACI DETAILING MANUAL." WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301, SEC 3.2.2.2. "WELDING" AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. PLACING: CONFORM TO ACI 301, SEC 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 "TOLERANCES." CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER ( #5 & SMALLER) 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER ( #6 & LARGER) 2" SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO DETAILS FOR TYPICAL SPLICES. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE ENGINEER. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. CORNERS BARS: PROVIDE MATCHING -SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS WITH THE APPROPRIATE SPLICE LENGTH, UNO. WOOD FRAMING REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD ", (2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", IDENTIFICATION: ALL SAWN LUMBER AND PRE - MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: - SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2X, 4X HEM -FIR NO. 2 JOISTS 2X6 - 2X12 HEM -FIR NO. 2 BEAMS 4X8 - 4X12 HEM -FIR NO. 2 BEAMS 6X8 _ 6X12 HEM -FIR NO. 1 POSTS & TIMBERS 6X, 8X DOUG -FIR NO. 1 - GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE - LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF /DF 24F -1.8E SIMPLE SPANS ALL DF /DF 24F -1.8E [(- FB)= ( +FB)] CANTILEVER SPANS - WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA -RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1 -11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS P5 -1 -95 AND PS -2 -92 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE FLOOR 23/32" T &G 24 OC STURD -I -FLOOR 1 JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. - NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2 -1/2" 0.131" 10d 3" 0.148" 12d (16d SINKER) 3 -1/4" 0.148" 16d 3 -1/2" 0.162" - LAG BOLTS /BOLTS: CONFORM TO ASTM A307. - ENGINEERED WOOD PRODUCTS (TRUSJOIST): THE FOLLOWING MATERIALS ARE BASED ON LUMBER A M NUFACTURED BY TRUSJOIST AND WERE USED FOR THE E SED 0 E DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE SER. A) PARALLEL STRAND LUMBER (PSL): CONFORM TO NES REPORT NO. NER -481, ICC ES REPORT NO. ER -4979 OR CCMC REPORT NO. 11161 -R. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL NEW INTERIOR WALLS SHALL BE 2X4 @ 16 "OC AND ALL NEW EXTERIOR WALLS SHALL BE 2X6 @ 16 "OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)16D @ 12 "OC. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12 "OC OR TO CONCRETE WITH 5 /8 " -DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48 "OC. FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE (2 ) E 0 DE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS. UNO, MULTI - JOISTS SHALL BE STITCH- NAILED TOGETHER WITH (2)16D @ 12 "OC. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES ". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD- PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. DEI RECOMMENDS THAT ALL METAL IN CONTACT WITH TREATED LUMBER BE EITHER STAINLESS STEEL OR PROVIDED WITH A GALVANIZED FINISH WITH A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF. IF HOT- DIPPED GALVANIZED METAL IS USED, WE RECOMMEND PLACING A TAR PAPER OR BUILDING PAPER CONTACT SEPARATOR BETWEEN THE METAL AND THE TREATED LUMBER. FOR SI: 1 INCH = 25.4 MM * WHERE APPLICABLE, SEE ALSO IBC 2006, SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. A REGISTERED /CERTIFIED AGENT IN ACCORDANCE WITH PROJECT JURISDICTION X - z�►9 RECEIVED CITY OF TUKVVILA MAY 01 2008 PERMIT CENTER m m op C" - 4 13 H U N D w w N EXPIRES: 12/07/2009 STRUCTURAL NOTES, INSPECTION SCHED SHEET S -0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS T 20' P 1 T L'J 171 I-i 20' SAWCUT (N) 3' -0" S X 10" DEEP FTG @ NEW COL W/ 14) # 4 EW BOT CTR'D ON COL. REF 2(S -3 SAWCUT (N) 3' -0" SQ X 10" DEEP FTG @ NEW COL W/ (4) # 4 EW BOT CTR'D ON COL. REF 2/5 -3 I I I I I I II I I I L I I EX THICKENED SLAB, TYP 1 1 I I_ �1 1 1 L Imo--- I 1 1 I 1 I 3� L iJ 22' -6 5/16" BLDG A FOUNDATION PLAN SCALE: 1/8" = L N 8' 4' 2' 0 EX 2 X 10 FLR JSTS CUTBACK JSTS AS REQ'D & IN NEW LUS210 HANGERS, TYP EX2X10FLRISTS @ 16 0. . (3) 2 X 6 STUDS T, III II I II II CUT BACK JSTS AS REQ'D & INSTALL NEW LUS210 H • NGERS, TYP -. (2) 2 X 4 STUDS 1 /4" - X - 6 -1 1/2, FLUSH EX 2 X 10 FLR JSTS EX WD POST h ........,�.. ; 71 "' I R , ,,., . . I NEW 6 X 6 WD POST W/ AB66 BASE & EPC66 CAP 1/`" \ \ I :J i ; I . ' I 0 \r I 1_[ EX WD POST EX WD POST EX STL BLDG FRAME, TYP EX T.S. COL EX GLB EX T.S. COL 1 I I 6RI @ 1/4" 1 . 6 i . OI ....... ` , IC II I I JI BLDG A - FRAMING PLAN SCALE: 1/4" = 1' -0" (1) 4 - RECEIVED CITY OF TUKWILA MAY 01 70U8 PERMIT CENTER CV 0 F— U [... N E5" ci) w w CU CO 0 07 CV � Q a--+ CO • I — r— EXPIRES: 12/07/2009 ) BUILDING "A" FRAMING PLAN SHEET ` S -1 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 28" #5 36" THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ID PAGE & BEARD ARCHITECTS. PS SPLICE LENGTH BAR LENGTH #4 28" #5 36" SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" Z I..: Z.:77 277;.T. II TEMPORARY SHORING PER G.C. SUBGRADE PER 5/S T /THRUST BEAM STEEP AS POSSIBLE COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT - r, E> NEW BEAM TO EXIST JOIST CONNECTION 5 /8"O x " T" GREASE 24LONG ONE SIDE SMOO IN H DOWEL BAR @ INSERT 6" COMPACTED FREE–DRAINING GRAVEL CAPILLARY BREAK LAYER PER GEOTECH REPORT SAWCUT OR 1 PREMOLDED JOINT 6" COMPACTED FREE – DRAINING GRAVEL CAPILLARY BREAK LAYER PER GEOTECH REPORT NOTES: 1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION PLAN. 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. PROVIDE CONSTRUCTION /CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX. TYPICAL SLAB ON GRADE JOINT DETAILS SLAB ON GRADE & REINFORCING PER PLAN (3) #4 CONT MID DEPTH 3" CLR (E) JOIST PER PLAN (N) LUS210 HANGER @ EA (E) JOIST (E) FLOOR SHEATHING 727.7. T /MEZZANINE FLOOR ZT Tl..z 77 (f 77 77.77 I7 77 77 J !! (E) JOIST PER PLAN (N) PSL BEAM PER PLAN (E) BEARING WALL TO BE REMOVED PER ARCH --HI' `� r MIN. 6MIL VAPOR BARRIER OVER OPTIONAL 2" SAND LEVELING LAYER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT SLOPE TYPICAL THICKENED SLAB EDGE FOOTING WITH STRIP FOOTING AT PERIMETER SCALE: / = 1' -0" REINFORCING PER PLAN REINFORCING PER PLAN PER PLAN MIN. EMIL VAPOR BARRIER OVER OPTIONAL 2" SAND LEVELING LAYER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL OR PER GEOTECH REPORT #4 x ] @ 24 "OC W/ STD HOOKS #4 CONTINUOUS TOP EDGE SIDEWALK OR GRADE ELEVATION PER CIVIL FTG DRAIN PER CIVIL #4 @ 12 "OC HORIZONTAL @ TURNDOWN FOOTING PER PLAN T /GRADE VARIES 3" MIN, TYP PSL EXTENDED PAST GLB 2" 17 II (N) HANGERS I� PER PLAN TEMPORARY SHORING PER G.C., TYP 24" #4 x 7 DOWELS @ 48 "OC SLAB ON GRADE & REINFORCING PER PLAN T SOG PER ARCH SCALE: 3/4 = 1 - 0 " SCALE: 3/4" = 1' -0" w SUBGRADE PER 5/S -3 (3) #4 CONT MID DEPTH COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT SUBGRADE PER 5/S -3 (2) #5 CONT MID DEPTH A 116-- I A I 4.difiiiiii (N) POST FTG PER PLAN DBL 2x TOP R PT 2x BOTT R W/ 1 / 2 " ox6" EXP A.B. @ 30 "OC CANTILEVER BEAM CONNECTION SCALE: / = 1'--0" 24" #4 x 7 DOWELS @ 48 "OC SLAB ON GRADE & REINFORCING PER PLAN COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT FACE OF GIRT = FACE OF CONC FACE OF GIRT FACE OF CONC (N) GLB & HANGER PER PLAN (N) 2x6 BLOCKING @ 24 "OC @ WALL W/ DTC CLIPS EA SIDE (A35 CLIPS @ BEAM) (E) FLOOR SHEATHING V (N) PSL BEAM PER PLAN (E) JOIST PER PLAN W/ (N) LUS210, TYP SHEATHING PER ARCH TYPICAL FOOTING AND STEM WALL WITH SLAB ON GRADE TYPICAL PERIMETER THRUST BEAM AND STEM WALL WITH SLAB ON GRADE (N) BUNDLED STUD POST PER PLAN IN (N) INTERIOR WALL (E) SLAB BASE ANGLES PER BLDG MFR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN #4 x 24" DRY DOWELS IN +16" HOLE @ 24 "OC HAMMER SET, NO EPDXY, EMBED =4" CARPORT SLAB PER PLAN FOOTING PER PLAN CTR ON STEM WALL ALTERNATE HOOK BASE ANGLES PER BLDG MFR T /MEZZANINE FLOOR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN T /(E) SOG T /SLAB PER ARCH FINISH GRADE PER CIVIL FTG DRAIN PER CIVIL THRUST BEAM PER PLAN ALTERNATE HOOK SCALE: N.T.S. T /SOG CL T /SOG 90 D = 6d FOR 3 THRU #8 D = 8d FOR 9,10 & 11 ALL REINF EXCEPT COL TIES & BM STIRRUPS 0 CD CD COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT 0 `D J STIRRUP TROWEL TOP OF THRUST BEAM FLAT \ \ J C—) (2) #5 MID DEPTH 24" #4 x 7 DOWELS @ 48 "OC SLAB ON GRADE & REINFORCING PER PLAN SUBGRADE PER 5/S -3 6" 180° 90° (D (3) #4 CONT MID DEPTH D 45° 45 D = 4d FOR D = 6d FOR 135° a TYPICAL FOUNDATION THRUST BEAM SCALE: / = 1' -0" BEAM OR COLUMN CROSSTIES BEAM STIRRUPS & COLUMN TIES d = BAR DIAMETER, P = BEND DIAMETER TYPICAL REINFORCEMENT DETAILS GRID FACE OF GIRT = FACE OF CONC CD 18" Q,p �a 135° STIRRUP OR TIE #3,4 & 5 #6,7 & 8 90' (D TYPICAL FOOTING (Th AND STEM WALL WITH SLAB ON GRADE 1 O SCALE: 3/4" = 1' -0" j 80 I 6d OR 4" MIN 4d OR 2 MIN 180' 90' THRUST BEAM PER PLAN SLAB ON GRADE W/ REINF. PER PLAN 4 ell SUBGRADE PER 5/S -3 COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT \ \ ETAIL AT FRAMES BASE ANGLES PER BLDG MFR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN TYPICAL CORNER BARS AT CONCRETE WALLS - SINGLE MAT 3 FINISH GRADE PER CIVIL FTG DRAIN PER CIVIL FOOTING PER PLAN CTR ON STEM WALL ALTERNATE HOOK AT CORNERS CORNER BARS TO MATCH CROSS WALL REINFORCING ALTERNATE HOOK LJ C—) J 0 Cr) NOTES: 1. WALL SIZE & REINFORCING PER PLAN. 2. CORNER BARS SIZE & SPACING TO MATCH HORIZONTAL REINFORCING. STANDARD AT INTERSECTIONS CORNER BARS TO MATCH CROSS WALL REINFORCING INTERSECTING WALL T /SOG SUBGRADE PER 5/5 -3 �T /THRUST BEAM STEEP AS POSSIBLE COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT TYPICAL EDGE THRUST BEAM AT PERIMETER SCALE: 3/4" = 1' -0" SLAB BLOCKOUTS @ FRAME COLS PER PLAN SLAB ON GRADE PER PLAN le � "1131/M 4 =gm (2) #6 HAIRPINS x ( AROUND COL A. B.'S SUBGRADE PER 5/S-3 THRUST BEAM PER PLAN fk T /THRUST BEAM MATCH COL FTC COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT EDGE OF PERIMETER WALL FOOTING BEYOND SCALE: 3/4" = 1' – O" SLAB ON GRADE & REINFORCING PER PLAN (2) #5 MID DEPTH PRE –MFR BLDG FRAMES PER MFR -III 3' -6" LAP FOOTING DETAIL AT BUIILDING FRAMES PER PLAN & SCHEDULE #4 x @ 24 "OC W/ STD HOOKS #4 CONTINUOUS TOP EDGE SIDEWALK OR GRADE ELEVATION PER PLAN \ T /GRADE VARIES li `t. ( si i$i � 4 t, "e; I I I FTG DRAIN PER CIVIL #4 @ 12 "OC HORIZONTAL THRUST BEAM PER PLAN 2 ci METAL SIDING PER MFR -_.._.– - - WALL ZEE GIRTS PER MFR BASE ANGLES PER BLDG MFR STEM WALL & REINF PER 11/S -3 iii 1II- FTG DRAIN PER CIVIL T /STEM WALL EL =PER PLAN T /FINISH GRADE z 3- rr LGJ 0 WALL FOOTING BEYOND CONT REINF THRU COL FTG T /FTG RECEIVED CITY OF TUKWILA MAY 012008 MIT CENTER U p4 rn el r- at) EN DO N W y v y � C/] O cd ' 3- w 4 rion V O w w W W D O >— W c J � J o Q z > 2 EXPIRES: 12/07/2009 I SECTIONS & DETAILS SHEET ; S -3 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT RE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING © PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT Vo GALEN C.PAGE STATE OF WASHINGTON 1111111111. HP 1111111Eidi . 2 AIE1 - Vim , mien 1r /111 i ,Q OSA DOWN TO HP RELIEF FROM HP -1 BLDG A SECOND FLOOR HVAC PLAN SCALE: 1 /8" = 1' -0" UP TO OSA LOUVER BLDG A FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1' -0" BLDG A SECOND FLOOR HVAC DEMO PLAN SCALE: 1/8" = 1' -0 0 A111'� 1111 U 1 =-6.3.- 10 HIM hem GE jA<, 1111111IL 1111111111k BLDG A FIRST FLOOR HVAC DEMO PLAN SCALE: 1/8" = 1' -0" 1 I A/ CONSTRUCTION NOTES bo8/211/ REMOVE EXISTING AHU AND ASSOCIATED PIPING, DUCTWORK, AND CONTROLS. PROVIDE SPLIT - SYSTEM HYBRID HEAT PUMP, CARRIER MODEL 48XZ, OR EQUAL BY BRYANT, 1100 CFM, 3 TONS NOMINAL CAPACITY. INCLUDE 46,000 BTUH OUTPUT GAS BURNER. PROVIDE REFRIGERANT PIPING BETWEEN INDOOR AND OUTDOOR UNITS. PROVIDE AIR -SIDE ECONOMIZER. PROVIDE SPLIT - SYSTEM HYBRID HEAT PUMP, CARRIER MODEL 48XZ, OR EQUAL BY BRYANT, 1710 CFM, 5 TONS NOMINAL CAPACITY. INCLUDE 92,000 BTUH OUTPUT GAS BURNER. PROVIDE REFRIGERANT PIPING BETWEEN INDOOR AND OUTDOOR UNITS. PROVIDE AIR -SIDE ECONOMIZER. PROVIDE SUPPLY, RETURN, OUTSIDE, AND RELIEF AIR DISTRIBUTION ASSOCIATED WITH INDOOR AIR HANDLER. FIELD ROUTE SIMILAR TO ROUTING INDICATED. SIZE AT THE FOLLOWING PARAMETERS: - PROVIDE NOMINAL 1 CFM /SF SUPPLY AIR FOR OFFICE AREAS AND MINIMUM 0.5 CFM /SF SA FOR TOILET ROOMS. DO NOT PROVIDE AIR FOR GARAGES OR STAIRS. - SIZE SUPPLY AIR DUCTWORK AT 0.10" PD /100'. -- SIZE RETURN AIR DUCTWORK AT 0.08" PD /100'. - SIZE OUTSIDE AIR LOUVERS AT 500 FPM OVER NET FREE AREA. - BALANCE MIN. OA PER ASHRAE STD. 62.1-2004. - PROVIDE BALANCING DAMPERS FOR EACH OUTLET. PROVIDE EXHAUST FAN, COOK MODEL XXXX, 335 CFM EXHAUST. PROVIDE BACKDRAFT DAMPER AND CONNECT TO HOOD AT EXTERIOR. NOT USED. SIZE RELIEF AIR & OA DUCTS AND LOUVERS AT FULL ECONOMIZER (100%. SA FLOW) PER WSNREC. COORDINATE LOUVER SIZE WITH GENERAL CONTRACTOR. AVOID 14" DEEP BEAM IN THIS AREA BELOW SECOND FLOOR DECK. REMOVE EXISTING OUTDOOR EQUIPMENT AND ASSOCIATED PIPING AND CONTROLS. PROVIDE DIFFUSERS PER MP -1.0 MECHANICAL CONTRACTOR TO PROVIDE INTERLOCK TO RUN EF -1 WHEN HP -1 OPERATES. PROVIDE PROGRAMMABLE 7 DAY /4 CYCLE THERMOSTAT FOR HP -1 AND HP -2. COORDINATE LOCATION WITH OWNER. 7.31.09 D(PIRES RECEIVED CITY OF TUKWILA MAY 012008 PERMIT CENTER 1 04.09.08 `1+"h SICK D 4O li • FSi consulting engineers Seattle, Washington Solutions & Service PACE�B�I ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C. PAG E STATE OF WASHINGTON g 9 -- MEM AIMS 110 iI!IP!i!II BLDG A SECOND FLOOR PLUMBING PLAN SCALE: 1/8" = 1' -0° Pi vie -Iry I mmo, 2 1" UNDERGROUND GAS LINE TO BUILDING B T ►1!1©1M11► MINIM STING 4" VTR BLDG A FIRST FLOOR DOMESTIC WATER AND GAS PLUMBING PLAN SCALE: 1/8" = 1' -0" GAS METER BLDG A FIRST FLOOR PLUMBING DEMO PLA SCALE: 1/8" = 1' -0" BLDG A FIRST FLOOR WASTE & VENT PLUMBING PLAN SCALE: 1/8" = 1' -0" CONSTRUCTION NOTES EXISTING LAV TO REMAIN. EXISTING WC TO REMAIN. 3/4" CW UP. CONNECT TO EXISTING CW LINE BELOW 2ND FLOOR. 1/2" HW UP. CONNECT TO EXISTING HW LINE BELOW 2ND FLOOR. ROUTE RELIEF VALVE DRAIN THRU WALL. PROVIDE THERMOSTATIC MIXING VALVE ASSEMBLY IN THIS LOCATION, LEONARD MODEL TM -20E. SET AT 120° LWT. CONNECT TO EXISTING 4" VTR BELOW 2ND FLOOR. REMOVE EXISTING FIXTURE AND ASSOCIATED PIPING. 1> REMOVE EXISTING CW LINE TO 2" AFF AT RISER. irow- CONNECT TO EXISTING 1 -1/2" CW RISER AT ENTRANCE TO BUILDING. CONTRACTOR SHALL CONFIRM IF ISOLATION VALVE AND BFP ARE EXISTING. IF SO, CONNECT TO EXISTING. IF NOT, PROVIDE ISOLATION VALVE AND BFP IN RISER. PROVIDE PRESSURE REGULATOR SIZED AT 50 PSI DISCHARGE PRESSURE. CONTRACTOR TO EVALUATE SIZE OF METER AND COORDINATE WITH GAS COMPANY TO INCREASE SIZE IF REQUIRED. 3" CONCENTRIC VENT. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ROUTE THRU EXISTING WALL PENETRATION. REMOVE EXISTING FAN AND SHROUD. NOT USED. REMOVE EXISTING WH. PROVIDE NEW WH -1. INSULATE ALL DOMESTIC HW AND CW PIPING IN HWH ROOM. EXISTING SS TO REMAIN. CONNECT TO EXISTING WASTE BELOW SLAB INSIDE BUILDING. CONFIRM INVERT OF EXISTING WASTE PRIOR TO INSTALLATION OF BELOW FLOOR WASTE. ROUTE 1" G ALONG OUTSIDE WALL. DROP BELOW GRADE AS SHOWN, ROUTE TO NEW BUILDING. 19 CONNECT TO EXISTING GAS LINE IF ADEQUATE SIZE. SEE NOTE 11. GAS CONN. TO GENERATOR TO REMAIN. ROUTE GAS TO HP -1, HP -2, WH -1. CONTRACTOR TO SIZE BRANCH LINE TO HEAT PUMPS. b o 9 RECEIVED CITY OF TUKWILA MAY 01 2008 PERMIT CENTER II • FSi consulting engineers Seattle, Washington Solutions (Sc Service PAG BEARD ARCHITECTS PS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U cc F-- N D w w PLUMBING PLANS -BLDG A SHEET PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION BRANCH PIPE SIZE - INCHES DIA. REMARKS COLD WATER HOT WATER WASTE VENT LAV 1 LAVATORY 1/2" 1/2" 1!h/2" 1 -1/4" COUNTER- MOUNTED, AMERICAN STANDARD AQUALYN 0476.028, DELTA MODEL 501 FAUCET UR -1 URINAL 3/4" - BELOW STAIR 2" 1 -1/2" AMERICAN STANDARD ALLBROOK 6541.132 TOP SPUD, SLOAN ROYAL MODEL 186 -1.0 FLUSH VALVE, 1.0 GPF, JR SMITH MODEL 0637 CARRIER WC -1 WATER CLOSET 1" - 80% ET 4" 2" AMERICAN STANDARD AFWALL 3351.160, SLOAN ROYAL MODEL 111 FLUSH VALVE, 1.6 GPF, JR SMITH 0210 CARRIER, BEMIS 1955C SEAT FD -1 FLOOR DRAIN - - 3" 1 -1/2" JR SMITH 2010 CO FLOOR CLEANOUT - - - - JR SMITH 4020 SH -1 SHOWER 1/2" 1/2" I 1 -1/2" LASCO MN: 1483 -CST VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE SH -2 SHOWER 1/2" 1/2" 1 -1/2" LASCO MN: 1363 -BFSC W/ HAND- HELD SHOWER, SLIDE BAR, VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE, GRAB BAR, 3/4" DAM, ADA SHOWER COMPLIANT WATER HEATE0 SCHEDULE IDENTIFICATION NUMBER SERVICE LOCATION TYPE [7] CAPACITY (GALLONS) SERVICE CONDITIONS RECOVERY CONDITIONS THIS DOCUMENT REPRESENTS A PROPRIETARY MIN EFF [2] GAS BASIS OF DESIGN (MFR, MODEL NO.) ENTERING (DEG F) LEAVING (DEG F) CAPACITY GAL/HR TEMP (DEG ISE F) CAPACITY (BTU /HR) INLET PRESSURE PSI WH -1 BELOW STAIR ST 60 40 140 279 80 80% ET 199000 0.5 BRADFORD- WHITE MODEL EF- 60T -199E PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: TAP -IN BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -12 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED r ill ARCHITECT GALEN C. PAGE STATE OF WASHINGTON SIZING CHART CFM RA GE DIFFUSER NOMINAL NECK SIZE TAP -IN BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -12 6" x 6" 8 "0 TITUS MCD 7 <10 125 -205 8" x 8" 8"0 TITUS MCD 9 12 ya SCHEDULE NOTES: [1] ST = STORAGE; INS = INSTANTANEOUS [2] MINIMUM EFFICIENCY AS SCHEDULED AND AS REQUIRED BY THE WASHINGTON STATE NON - RESIDENTIAL ENE 3" E —NECK DIFFUSER k 4 SHEETMETAL DIFFUSER CAN 1 L EQUAL CAN SIZE ' —/ GA1 SQUAR [1] AT IS [2] MAX SQ SCALE: GY CODE. ET = THERMAL EFFICIENCY FL X DUCT, M X 6' LENGTH TAP —IN DIFFUSER NECK n ) THERMAL CONDITIONS. OR EACH OCTAVE BAND WITH 10dB ROOM ABSORPTION. - FLEX DUCT PERFORATED METAL DIAMOND #341 OR EQUAL, 5/32" DIA HOLES 03/16" WITH 65% OPEN AREA. 22 OR 24 GAUGE COLD ROLLED i 1/2 _ LAY —IN CEILING SHOWN, FRAME —MOUNT TO "HARD" CEILINGS D ARE -NECK SUPPLY DIFFUSER DETAIL NONE bO S- zy 9 MP --1.0 RECEIVED CITY OF TUKWILA MAY 0 1 2008 PERMIT CENTER li • FSi consulting engineers Seattle, Washington Solutions 84 Service PACE�B�III ARCHITECTS PS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U H (I) ce D w L1.1 W � w D 0 ›- 2 W � ce J Q z > 2 MANAGER EXTEND EXISTING CIRCUIT TO NEW FIXTURE EXIST OPEN OFFICE RECORDS EXISTING TO INSTALL (2) NEW SWITCHES REMAIN %of FOR REMAINING EXISTING SHOP LIGHTING (MODIFY y ,_ _ \ CONDUIT AND WIRING � REQUIRED TO MATCH EXISTING ONTROLS) s „5 NEW DISC. NEW FURNA E - DISCONNECT & RECONNE T TO EXISTING CIRCUIT (1 OV) MODIFY EXISTING CIRCUIT TO MAINTAIN POWER & CONTROL ■ I TO REMAINING \ I SHOP LTG. A HP -2A 44.2 MCA NOTE: MODIFY WALL HEATER, REMODEL FOR CIRCUIT USED FIRST FLOOR DEMO. PART PLAN (BUILDING A) SCALE: 1/4"= 1'--0” DEVICES SHOWN TO BE REMOVED, UNLESS OTHERWISE NOTED COORDINATE W/ DIVISION 15 FOR REMOVAL OF BASEBOARD HEATERS, EX.H FANS, ETC. HP -1A 29.5 MCA ArEil EXISTING 50A & 30A FUSED SW & CIRC'S TO BE REUSED & REC TO NEW UNITS (MODIFY CONDUI AS NECESSARY) TCHES NNECTED & WIRE ` BEM 1r RI & REUSE EXISTING LIGHTING, W TER HEATE FAN & RECEPTACLE CIRCUITS 1 AREA OF NEW LAYOUT & DEVICES. VERIF THAT ARE NOT OVER LOADED PER N.E C. NOTE: EX.F #1 & #2 ARE TO BE CONTROLLED BY DIVISION 15. FIRST FLOOR POWER AND LIGHTING PART PLAN (BUILDING A) SCALE: 1/4"-= 1' -0" HANDHOLE MAKE GROUND CONNECTION - POLE BASE DETAIL NOT TO SCALE LUMINAIRE ALUMINUM POLE CONDUIT BUSHING COVER & BASE PLATES PVC CONNECTION PVC- SCHEDULE 40 UNLESS NOTED OTHERWISE. PVC MUST INCLUDE GROUND WIRE. GALVANIZED RIGID STEEL REINF. STEEL #4 VERTICALLY #4 HORIZ. @12" 0.C. CONCRETE BASE CONDUIT -TYPE AS SPECIFIED.. NEW FURNACE - DISCONNECT & RECONNECT TO EXISTING CIRCUIT (120V) NEW DISC. sl • 4 r411 t ,i11f1 1 I► lilhu INSTALL YELLOW PLASTIC IDENTIFICATION STRIP THE FULL LENGTH, LABELED "DANGER HIGH VOLTAGE CABLE" TRENCH DETAIL NOT TO SCALE 8918' 7 RESURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS-SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS. BACKFILL -95% COMPACTION 6" OR MORE OF CLEAN SAND OR APPROVED EXCAVATED MATERIAL. LOW VOLTAGE CONDUIT RECEIVED YOFTUKWNILA 4 °i MAY 01 2008 PERMIT CENTER SECOND FLOOR POWER PART PLAN (BULDING A) SCALE: 1/4"= 1' -0" 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS LSD TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRFI1NG © PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C.PAGE STATE OF WASHINGTON