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Permit D08-199 - FOSTER HIGH SCHOOL - SOUTH PORTABLE
FOSTER HIGH SCHOOL SOUTH PORTABLE 4242 S 144 ST D08 -199 Parcel No.: 1523049108 Address: 4242 S 144 ST TUKW Suite No: CitAif 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 Tenant: Name: FOSTER HIGH SCHOOL PORTABLE - SOUTH Address: 4242 S 144 ST , TUKWILA WA Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUKWILA WA 98168 Phone: Contact Person: Name: SHERI GREENE Address: 2215 N 30 ST #300 , TACOMA WA 98403 Phone: 253 383 -2422 Contractor: Name: CONSTRUCT COMPANY LLC Address: 1621 PEASE AVE , SUMNER, WA 98390 Phone: (253)826 -2050 Contractor License No: CONSTCL982D6 doc: IBC -10/06 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF NEW DOUBLE MODULAR CLASSROOMS AT EXISTING SCHOOL SITE Value of Construction: $208,552.96 Fees Collected: $3,394.92 Type of Fire Protection: SMOKE DEFECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 9 * *continued on next page ** Permit Number: D08 -199 Issue Date: 06/25/2008 Permit Expires On: 12/22/2008 Expiration Date: 04/01/2010 D08 -199 Printed: 06 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and x governing this work will be complied Print Name: doc: IBC -10/06 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N Permit Number: D08 - 199 Issue Date: 06/25/2008 Permit Expires On: 12/22/2008 Date: Public: Non - Profit: N Public: r ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • - :'• rmance o - ed to sign and obtain this development permit. Signature: / Date: C 72- 5- lag 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 -199 Printed: 06-25 -2008 1: ** *BUILDING DEPARTMENT CONDPITONS * ** • 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 PERMIT CONDITIONS Parcel No.: 1523049108 Permit Number: D08 -199 Address: 4242 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 04/18/2008 Tenant: FOSTER HIGH SCHOOL PORTABLE - SOUTH Issue Date: 06/25/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D08 -199 Printed: 06 -25 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • 16: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 17: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 18: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 19: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: 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)) 22: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 23: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IF'C 605.3.1) 24: An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (1FC 104.2) 26: Local U.L. central station supervision is required. (City Ordinance #2051) 27: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 28: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 29: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 30: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 31: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 32: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) doc: Cond -10/06 D08 -199 Printed: 06-25 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 36: 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) 37: 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) 38: 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) 39: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 40: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 41: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 42: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 43: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 44: 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) 45: 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) 46: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: Cond -10/06 D08 -199 Printed: 06-25 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 47: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 48: 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) 49: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 50: 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) 51: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 52: 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) 53: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 54: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 55: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 56: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 57: ** *PLANNING DEPARTMENT CONDITION ** *The twelve foot chain link fence proposed on the east side of the portables shall be black -vinyl coated. doc: Cond -10/06 * *continued on next page ** D08 -199 Printed: 06-25 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Print Name: ordinances governing or local laws regulating D08 - 199 Printed: 06-25 -2008 4 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.waus Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 7O1 King Co Assessor's Tax No.: Site Address: A/914,9.. • / S . 1`a L a ,IQ, Suite Number: Tenant Name: ro 4- 1.1444 . Property Owners Name: Ttuk0,1 o - `OL la/Stet Er Mailing Address: CONTACT=PERSO ==who do.we;contact:when your permit'is;riad'y' tdbe issued Name: f C E ti e, / U CI Atlt,VLC 1 ? , Day Telephone: X95 `3 Mailing Address: YTf-i &- '�1J � t_ 9I /d . ))S' c7G' D Tit q91-4)51 City State Zip E -Mail Address: er- p -ti / g @ tat 64 •( '1--' Fax Number: j '-393 • c 7&- GENERAL .CONT R .A�C 11OR INFORMATION � Contracfor.Iritormat�on for'Mechari�ciil 4 �' _ • .. -..._ -• � -. ........�....x...n ............. .(pS:_). for_ Plarob , <ng;and Gas.Piping;(Pgs))• Company Name: ' ) 2 -f E/2111 /rio - Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 4Ji - l%lU 1 iNr 7Z`� , h bi Q \Applications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. V09) -Ill fteO? O!)4 . (For-office use -only) City • State Floor: New Tenant: ❑ Yes ..No Zip City Day Telephone: Fax Number: Expiration Date: Zip State Zip City Day Telephone: Fax Number: State OfYICAL Le (I Cfi31../ City State Zip Day Telephone: 3-3F5 Fax Number: cz953 Page 1 of 6 • • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): )Q - [. ?Cl)'7h/J 6F 154 a` g, / 11- Lt L Will there be new rack storage? ❑ Yes. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: �� ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None e Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Imo' No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Wpplications'Forms- Applications On Line3-2006 - Permit Applicalion.doc Revised: 9-2006 bh Page 2 of 6 Existing . Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC • IV -Tlooi • /1I3 VD E 2 Floor . .. 3; a Flooi . •Floori thru ' •Ba'seniient Accessory. Structure* Aftaclied•Garage , D'e` • [ai' ed Garage " Attached' Caiport Detaclidd Carport Covei beck UiicoveredDeck • • • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): )Q - [. ?Cl)'7h/J 6F 154 a` g, / 11- Lt L Will there be new rack storage? ❑ Yes. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: �� ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None e Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Imo' No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Wpplications'Forms- Applications On Line3-2006 - Permit Applicalion.doc Revised: 9-2006 bh Page 2 of 6 Se r District 7 ? j Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila M<Water District #125 L�..Water Availability Provided ❑...ValVue ❑...Sewer Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ,, Irrigation Domestic Water FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Q \Applications\Fonns- Applications On Line 3.2006 - Permit Application.doc Revised, 9 -2006 bh Page 3 of 6 Date Application Accepted: ty4 Date Application Expires: O n Staff Initials: ,-- 1 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR 1tHO D AGENT: Signature: Date: i•-# �—) A_ (Q&TL - Day Telephone:(9S3 " �4 Mailing Address. \__ 4 , 9r5 UV • b '15 a, t` C t-in City State Zip Print Name: Q: Applications\Forns- Applications On Line\3 -2006 - Permit Application.doc Revised. 9 -2006 bh Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R08 -01234 User ID: 1165 SET TRANSACTIONS: Set Member Amount 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../Iwww.citukwila.wa.us Initials: JEM Payment Date: 04/18/2008 Payee: TUKWILA SCHOOL DISTRICT NO 406 SET ID: S000001003 SET NAME: Tmp set/Initialized Activities D08 -198 3,394.92 1205 9, 3,394.92 TOTAL: 6,789.84 SET RECEIPT • Total Payment: 6,789.84 TRANSACTION LIST: Type Method Description Amount Payment Check 23321 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE TOTAL: 6,789.84 6,789.84 Account Code Current Pmts 000/322.100 4,109.60 000/345.830 2,671.24 000/386.904 9.00 TOTAL: 6,789.84 1320 04/18 9711 TOTAL 6789.84 Project: Type of Inspection: i a ../t)P _ Address: 4 7 ` o ! -4 y!! `� Jr Date Called: Special Instructions: / 1 V Date Wanted: (� _ 6 - -Z F -d6' p.m. Requester: Phone J ' ](c -6 -7(0 3f INSPECTION. NO. INSPECTION RECORD Retain a copy with permit OL) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector 'Date: z— El $60.00 REINSPECTION FEE REOUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of Inspection: Vlr& 9 tA>J►JW Address: 4242 S t94At St Date Called: Special Instructions: Date Wanted: er-QS- a.m. P.m. Requester: Phone No: 20L' ( o -1(930 INSPECTION RECORD Retain a copy with permit t 99 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( ' °c bnr, - koldim peAernri MA154 ia.n obi ( Fill Inspector: laOur R,ai'l c Date �a /2S / d 8 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: } l- r b/ / r� �',r�4� T pe of ion: ,._ 0 ' Inspe A u`'' '� Address: 4212/ /44 fit, Date Called: Special Instructions: Date Wanted: , ? 7 aa.M. v Requester: Phone No: //7.4 — �7 / g &- '') Jki INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. V (206)431 -36 U Corrections required prior to approval. COMMENTS: f 1 1(--- / Vs& ( (,)A TL / A Inspect: / Date: �- - Z: or El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Project: Iti a iei� ( 7 t1 0,, P- Type of Inspection: T, r 0 0 0 A A4A1 ' � E 1, �c Address: frt. Cr Date Called: 1. Special Ins ructions: / Date Wanted: ? 7 ( co-- ` i Requester: Phone No: 5o_3 —' J V -- (0 • ?4 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspfor: Date: _ El $60.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 630(1-Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 14 S 1'04 R e.,-C, 5 Type of Inspection: L i A- c____ Address: "2 `FL Suite #: S. ( U `-H 51 Contact Person: Permits: TA Special Instructions: 0 a C N 4.-c_ 0 IL — v . r - 0 ,74_ e- i A P. 2- ( Doi - ii) p 4 ( 0 K - )1 P - ? 9 (Da - i 9 5) Project: sn-n 14 S 1'04 R e.,-C, 5 Type of Inspection: L i A- c____ Address: "2 `FL Suite #: S. ( U `-H 51 Contact Person: Permits: TA Special Instructions: Phone No.: Needs Shift Inspection: Asa SC �r tk� Sprinklers: C� Fire Alarm: y Hood & Duct: r/ Monitor: VIA 4�q,2,v1 Pre -Fire: NC v/ Permits: TA Occupancy Type: E 2- INSPECTION NUMBER A pproved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 CITY OF TUKWILA FIRE DEPARTMENT Dog - i1`i PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. $8.00 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 h Inspector: w'j ,1 Date: X5/2 t A,c Hrs.: / - COMMENTS; : . . r% Type of Inspection: /- Address: L/2 Suite #: • Contact Person: Special Instructions: Phone No.: . Permits: _ __• Z ■ _. A ivhdyt,C ., ...4 iidora • 19/v4E)9 P- 3 -5( p, yf • ...•., • - . I P- 1 • . -• • If •• • • a 4 — • ..- ot • • .. /1, -a....,... • 0 •• d — .• ei-ociet7b ok •I• ••• • •• •• *I" • -41. . -- • ,,... D JZ... • J --- - _ . . • 4 - . Project: F; 4 7 . 794 .. c .,„ Type of Inspection: /- Address: L/2 Suite #: 5, / 4 -lif Sr- Contact Person: Special Instructions: Phone No.: . Needs Shift Inspection: ,,,' i„ . j t Sprinklers: N O Fire Alarm: , N v Hood . & Duct: d Monitor: \ gi c h Pre-Fire: Permits: Occupancy Type: I. 4- 44 gt. 1 INSPECTION RECORD Retain a copy with permit - 119 r- L4 • INSPE1 NUMBER 9. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, ukwila Wa. 98188 206-575-4407 proved per applicable codes. ri Corrections required prior to approval. Word/Inspection Record Form.Doc 1/13/06 Inspector: / Hrs.: . Date: i ri $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoke from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 0 ELECTRICAL LOAD WORKSHEET PROJECT: Tukwila S.D. PANEL: A ITEM LIGHTS (per 220 -3b) 5310.00 X 1.25 = 6637.50 SIGN CIRCUIT X 1.25 = 0.00 RECEPTACLES THRU 10K = 4320.00 X 1.00 = 4320.00 OVER 10K = 0.00 X 0.50 = 0.00 DEDICATED RECEPTACLES X 1.00 = 0.00 MOTORS & COMP. X HEATING & AIR COND. (per mfr's specs) SQ. FOOTAGE: 1770 TOTAL ADD'L MECH. ADDITIONAL MISC. (see attached) MAIN VOLTAGE: 120/ 240 AMPS: 225 PHASE: 1 SUB z _ CONNECTED CODE CALCULATED LOAD FACTOR LOAD TOTAL MOTOR KVA = X 1.00 = 0.00 LARGEST MO OK _ X - 0.25 = 0.00 UNIT A = 19920.00 UNIT C = UNIT B = 19920.00 UNIT D = UNIT E = UNIT F = TOTAL HEAT /AC LOAD = 39840.00 _ fa_ o90\ (see attached) � 4 �*S" APPLIANCES \01$ ,�V QTY. = j, �� MISCELLANEOUS '�." V `1. JOB NO.: 2008 -49 DATE: 4/8/2008 OCCUPANCY: E X 1.00 = 39840.00 X 1.00 = 0.00 0.00 DEMAND FACTOR 1.00 0.00 X 1.00 = 0.00 X 1.00 = 0.00 RECEIVED X 1.00 = 0.0 CITY OF TUKWILA x 1.00 = 0.00 APR 18 2008 x 1.00 = o.00PERMIT CENTER TOTAL WATTS TOTAL AMPS CONNECTED LOAD CALCULATED LOAD = 49470.00 206.13 TOTAL WATTS TOTAL AMPS = 50797.50 211.66 PANEL A MAIN DIST. SURFACE FLUSH DATE: 4/8/2008 JOB NO.: 2008 - 49 X L SUB-PANEL X AMP CIR NO P WATTS P CIR NO AMP Lights 20 1 1 A 717 12480 A 2 2 50 Mechanical Unit A Lights 20 3 1 B 704 1 B 1 4 1 Receptacles 20 5 1 A 720 7440 A 2 6 60 Mechanical Unit A Receptacles 20 7 1 B 1080 1 B 1 8 1 " Receptacles 20 9 1 A 720 12480 A 2 10 50 Mechanical Unit B Receptacles 20 11 1 B 720 1 B 1 12 1 Receptacles 20 13 1 A 720 7440 A 2 14 60 Mechanical Unit B Receptacles 20 15 1 B 360 1 B 1 16 1 17 A A 18 19 B B 20 21 A A 22 23 B B 24 25 A A 26 27 B B 28 29 A A 30 31 B B 32 33 A A 34 35 B B 36 37 A A 38 39 B B 40 41 A A 42 TOTAL PANEL WATTS = 45581 189.92 = TOTAL PANEL AMPS BUSS SIZE = 225 VOLTAGE = 120/ MAIN BREAKER = 225 PHASE = 1 240 JOB ZS )(6 4 oti? - &ob. AA. 1-4 MODERN BUILDING SYSTEMS, INC. 9493 Porter Road SE • PO Box 110 AUMSVILLE, OREGON 97325 503-749-4949 Fax 503-749-4950 RECErIED PR 3 0 20D8 COMMUNITY DEVELOPMENT SHEET NO OF CALCULATED BY DATE CHECKED BY DATE 416 os SCALE Pe!miU C ruk OA_ LLP 7 es+ tib[XX,Likk_CIA%000 0)06 4 A - Rie - 4; CErtuilb 4**1.2t60- AtkeskA51,5 c4ziov- c , RPA•410 ArlAt,1/415)s tit9D0— VamisOo Ai-IALy)s tARAPst-T- Grice AlikkA i5 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2 08 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION • APPROVED APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION 0(4 1X6 IX8 SIZE 2X8 2X10 HEADERS iX10 MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P. O. Box 110 Aumsville, Oregon 97325 (503)749 -4949 Fax (503)749 -4950 BENDING STRESSES: "97" NDS DESIGN Fb =Fb(Cd Cm Ct Cf Cv Cfu Cr Cf) JOISTS AND RAFTERS Fb FIBER STRESS IN BENDING Cf SIZE FACTOR Cr REPETITIVE FACTOR Cd DURATION FACTOR SPECIES' DF#1 & BTR DF #1 DF#2 SPF #2 & BTR HF#2 &BTR DF Select Structural (SS DF #1 & BTR DEAN HE #1 SPF #1 SPF #2 & BTR DF#2. &BTR HF #2 & BTR I OF #2 OF S & ' 1DF #2 OF #2 DF #2 1.8 1.7 1.6 1.4 13 . 1.9 1.8 1.7 1 1.5 1.4 1.6 1..3 1.6 1.4 1.6 Fb i200 psi1 .1.2 1000 psi 900 psi 875 psi 850 psi 1500'psi 1200 psi 1000 psi 975 psi 875 psi 875 psi: 875 psi • 850 psi 900 psi 575 psi 900 Job Sheet No. Calculated Checked b Scale STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPRO` /Fn APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION 1.2 1.2 1.2 1 1.15 1208 psi 1.15 12 . 1.15 1173 psi .1 1 1.15 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.5 1.0 1.15 1.15 1.15 1.15 .1.15 1.15 1.15 1.15 1.15 1.15 1.15 N/A N/A 1.6 1 900 psi I 1.3 1 N/A 1.2 1 N/A 1 FLOORS OR ROOFS Z u " O. Z C7 Q tTi 0 0 1656 Psi 1380 psi 1242 psi 1990 psi 1516 Ps' 1265 psi 1233 psi 1107 psi 1107 psi 1107 psi 1075 psi 1350 psi 575 psi 1170 psi 11 Cd 11.15 1.15 1.15 1.15 1 :15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 ROOFS z LL 0 (9 0 1904 psi 1587 psi 1428 psi 1389 psi 1349 psi 2182 psi 1746 psi 1455 psi 1418 psi 1273 psi 1273 psi 1273 psi 1237 psi 1553 psi 661 psi 1346 psi 1.6 1 900 psi 1 1.3 1 N/A 1 1170 psi 1 1 1.15 1 1346 psi 1080 psi 1 1 1.15 } 1242 psi • MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax. (503) 749 -4950 H 1 JOB CALCULATED BY CHECKED BY SCALE 4c .z_-_ t- - -- � - -- Z � / _ I I r i Si 7 t -i ' t �I ! ' I ■ + _ 1 1 1 '- i i I 1 4 i 1 j i - 1' .1- t __ I -- + —���— — — '- -- ; A � a3 . : 30 _ _--I i I ! --�-- cis, z LA , e_ 2/1-"•/e.. DATE MILL lkt_l t.0 E .. t F j ! , 1 -I - -- ' ---- t- - --r-- -- OF WASHINGTON I - - p--NEiUSTf1ES'-- VIE WSECTION 1 4 ■ A R Q . - F ----1-- f ff • i -- /1 D PAID INS ECTION4 ; 1 I 7 1 i 1 i KCDA UNIFORM LOAD: Dead Load = 12 psf Live Load = 30 psf OC spac'g = 2 ft .57 k I< 1. Allowable Bending,psi: Fb = 1107 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1.15 5. Live Load: Deflection < L / 180 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 3. Unbraced bottom edge in region of -M (ft): Lu = 0 a. Eff span lgth ratio: le /lu= 1.92 ). Allowed overstress: M /100= .01 _. Exact Beam WIDTH (in): b = 1.5 0 ft 0 ft I > I BM- rafter I< >I 1.5x 9.25 13.58 ft Beam Mark rafter .57 k >I WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 x 9.25 Bending stress: +M fb = 1086 psi for +M = 1.94 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 55 psi for V = .51 kips Dead Load Deflection = .133 in Live Load Deflection = .331 in = L/ 491 D +L Load Deflection = .464 in L/ 351 Allowable bending stress: for +M: F'b = 1273 psi for -M: F'b = 1273 psi STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPRO "Fn APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION 0 ft l< 1 KCDA UNIFORM LOAD: Dead Load = 12 psf Live Load = 30 psf OC spac'g = 7.42 ft .5 k WOOD BEAM - DESIGN CRITERIA Beam Mark hdr 1. Allowable Bending,psi: Fb = 1107 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1.15 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 3. Unbraced bottom edge in region of -M (ft): Lu = 0 3. Eff span lgth ratio: le /lu= 1.92 ). Allowed overstress:(%) /100= .01 Exact Beam WIDTH (in): b = 5.5 BM -hdr 5.5x 3.5 3.2 ft 0 ft l< >1 .5 k >I Bending stress: +M fb = 426 psi for +M = .4 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 32 psi for V = .41 kips Dead Load Deflection Live Load Deflection D +L Load Deflection Allowable bending stress: for +M: F'b for -M: F'b BEAM SIZE : 5.5 x 3.5 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPRO "Pfl APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION = .008 in = .019 in = L/ 2011 .027 in = L/ 1436 = 1273 psi = 1273 psi 0 ft 1 > 1 KCDA Dead Load = 12 psf Live Load = 30 psf OC spac'g = 7.42 ft 5.5x 3.5 UNIFORM LOAD: .64 k WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1107 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi: E = 1400000 4. Duration of load factor = 1.15 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 3. Unbraced bottom edge in region of -M (ft): Lu = 0 ). Eff span lgth ratio: le /lu= 1.92 ). Allowed overstress:(o) /100= .01 L. Exact Beam WIDTH (in): b = 5.5 BM -hdr 4.1 ft Beam Mark hdr Allowable stress: r .64 k >I 0 ft BEAM SIZE : 5.5 x 3.5 Bending stress: +M fb = 700 psi for +M = .65 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 43 psi for V = .55 kips Dead Load Deflection = .021 in Live Load Deflection = .051 in = L/ 956 D +L Load Deflection = .072 in = L/ 683 bending for +M: F'b for -M: F'b OF DEPT. OF STATE DU FAS PLAN REVIEW SECTION APPROVFD APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION = 1273 psi = 1273 psi KCDA UNIFORM LOAD: UNIFORM LOAD: Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft BM -1 6.25x 19.5 Beam Mark 1 Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 7.21 k 24.04 k 7.21 k I< >I< >I 32 ft 32 ft GLU -LAM BEAM - DESIGN CRITERIA BEAM SIZE : 6.25 x 19.5 1. Allowable Bending,psi: Fb = 2400 Bending stress: +M fb = 1311 psi 2. Allowable Shear, psi: Fv = 165 for +M = 43.27 k -ft 3. Mod of Elasticity, psi: E = 1800000 -M fb = -2331 psi 4. Duration of load factor = 1.15 for -M = -76.93 k -ft 3. Live Load: Deflection < L / 360 S. D +L Load: Deflection < L / 240 Shear stress: fv = 136 psi 7. Unbraced top edge for V = 11.04 kips in region of +M (ft): Lu = 0 3. Unbraced bottom edge Dead Load Deflection = .253 in in region of -M (ft): Lu = 0 Live Load Deflection = .563 in �. Eff span lgth ratio: le /lu= 1.92 = L/ 681 1. Allowed overstress:(o) /100= .01 D +L Load Deflection = .816 in . Exact Beam WIDTH (in): b = 6.25 = L/ 470 Allowable bending stress: for +M: F'b = 2615 psi for -M: F'b = 2615 psi STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVFD APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION KCDA UNIFORM LOAD: UNIFORM LOAD: Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 7 21 k I< BM -1 6x 18 32 ft 32 ft Beam Mark 1 Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 24.04 k >l< GLU -LAM BEAM - DESIGN CRITERIA BEAM SIZE : 6 x 18 7.21 k 1. Allowable Bending,psi: Fb = 2750 Bending stress: +M fb = 1603 psi 2. Allowable Shear, psi: Fv = 285 for +M = 43.27 k -ft 3. Mod of Elasticity, psi: E = 2000000 -M fb = -2849 psi 4. Duration of load factor = 1.15 for -M = -76.93 k -ft 5. Live Load: Deflection < L / 180 S. D +L Load: Deflection < L / 240 Shear stress: fv = 154 psi 7. Unbraced top edge for V = 11.12 kips in region of +M (ft): Lu = 0 3. Unbraced bottom edge Dead Load Deflection = .301 in in region of -M (ft): Lu = 0 Live Load Deflection = .672 in Eff span lgth ratio: le /lu= 1.92 = L/ 571 1. Allowed overstress:(o) /100= .01 D +L Load Deflection = .973 in . Exact Beam WIDTH (in): b = 6 = L/ 394 Allowable bending stress: for +M: F'b = 3023 psi for -M: F'b = 3023 psi STATE OF WASHINGTON DEPT AS PLAN REVIEW SECTION ON APPROVFD APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION Column[ 2000 International Building Code (97 NDS) 1 Ver: 6 00.81 By: on: 10 -13 -2006 : 08:50:49 AM Project: Classroom - Location: K Falls Summary: 3.5 IN x 5.5 IN x 10.1 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 66.1% Vertical Reactions: Live: Vert-LL -Rxn= 2589 LB Dead: Vert-DL -Rxn= 1220 LB Total: Vert-TL -Rxn= 3809 LB Axial Loads: Live Loads: PL= 2589 LB Dead Loads: PD= 1166 LB Column Self Weight: CSW= 54 LB Total Loads: PT= 3809 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 1.00 IN Axial Duration Factor: Cd- Axial= 1.00 Column Data: Length: L= 10.1 FT Maximum Unbraced Length (X -X Axis): Lx= 10.1 FT Maximum Unbraced Length (Y -Y Axis): Ly= 1.0 FT Column End Condition: STATE OF WASHINGTON Ke= 1.0 Calculated Properties: DEPT. OF LABOR AND INDUSTRIES Column Section (X -X Axis): STATE PLAN REVIEW SECTION dx= 5.50 IN Column Section (Y -Y Axis): APPROVED dy= 3.50 IN Area: A= 19.25 IN2 Section Modulus (X -X Axis): APR 2 9 2008 Sx= 17.65 IN3 Section Modulus (Y -Y Axis): Sy= 11.23 IN3 Slenderness Ratio: Lex/dx= 22.04 Ley /dy= 3.4 Properties For: #2- SUBJECT TO CODE Douglas Fir Larch AND FIELD INSPECTION Compressive Stress: Fc= 1350 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X -X Axis): Fbx= 900 PSI Bending Stress (Y -Y Axis): Fby= 900 PSI Adjusted Properties: Fbx': Fbx'= 1169 PSI Adjustment Factors: Cd =1.00 Cf =1.30 CI =1.00 Fby': Fby'= 1229 PSI Adjustment Factors: Cd =1.00 Cf =1.30 Cfu =1.05 C1 =1.00 Fc': Fc'= 801 PSI Adjustment Factors: Cd =1.00 Cf =1.10 Cp =0.54 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 198 PSI Allowable Compressive Stress: Fc'= 801 PSI Eccentricity Moment (X -X Axis): Mx -ex= 0 FT -LB Eccentricity Moment (Y -Y Axis): My -ev= 313 FT -LB Bending Stress Lateral Loads Only (X -X Axis): fbx= 0 PSI Allowable Bending Stress (X -X Axis): Fbx' = 1169 PSI Bending Stress Lateral Loads Only (Y -Y Axis): fby= 0 PSI Allowable Bending Stress (Y -Y Axis): Fbv'= 1229 PSI Combined Stress Factor: CSF= 0.34 Project: - Location: Summary: 3 X 3 X 3/16 TS -ASTM A500 x 10.1 FT Section Adequate By: 18.0% Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Self Weight: Total Loads: Eccentricity (X -X Axis): Eccentricity (Y -Y Axis): Column Data: Length: Maximum Unbraced Lenqth (X -X Axis): Maximum Unbraced Length (Y -Y Axis): Column End Condition: Column Bending Coefficient: Properties for:3 X 3 X 3/16 TS /A500 Steel Yield Strength: Modulus of Elasticity: Column Section: (X -X Axis): Column Section: (Y -Y Axis): Column Wall Thickness: Area: Moment of Inertia (X -X Axis): Moment of Inertia (Y -Y Axis): Section Modulus (X -X Axis): Section Modulus (Y -Y Axis): Radius of Gyration (X -X Axis): Radius of Gyration (Y -Y Axis): Column Compression Calculations: KUr Ratio (X -X Axis): KUr Ratio (Y -Y Axis): Controlling Direction for Compression Calculations: Column Slenderness Ratio: Allowable Compressive Stress: Compressive Stress: Column Bending Calculations: Controlling Load Case: Axial Total Load (D + L) Eccentricity Moment (X -X Axis): Eccentricity Moment (Y -Y Axis): Lateral Load Moment Including Eccentricity (Y -Y Axis): Bending Stress (X -X Axis): Bending Stress (Y -Y Axis): Flange Buckling Ratio: Allowable Flange Buckling Ratio: Allowable Bending Stress: Combined Stress Calculations: Euler's Stress (X -X Axis): Euler's Stress (Y -Y Axis): Using AISC Formula H1 -1: Using AISC Formula H1 -2: Using AISC Formula H1 -3: Controlling Combined Stress Factor: Column(AISC 9th Ed ASD 1 Ver: 6.00.81 By: on: 10 -13 -2006 : 08:49:22 AM Vert-LL -Rxn= Vert-DL -Rxn= Vert-TL -Rxn= PL= PD= CSW= PT= ex= ey= L= Lx= Lv= K= Cm= Fv= E= dx= dy= t= A= lx= IV= Sx= Sy= rx= rY= KLx/rx= KLy /ry= Cc= Fa= fa= Mx -ex= My -ev= My -Lat= tbx= tbv= FBR= AFBR= Fbx =Fby= Fex'= 12981 Fey'= 12981 CSF(1)= 0.82 CSF(2)= 0.41 CSF(3)= 0.66 STATE8f (A §Pt1tm1'ON).82 DEPT. OF LABOR AND INDUSTRIES FAS PLA SE CTION APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION 8300 LB 3853 LB 12153 LB 8300 LB 3784 LB 69 LB 12153 LB 0.00 IN 0.75 IN 10.1 FT 10.1 FT 10.1 FT 1.0 1.0 46 KSI 29000 KSI 3.00 N 3.00 N 0.188 N 2.02 N2 2.60 N4 2.60 N4 1.73 N3 1.73 N3 1.13 N 1.13 N 107.3 107.3 (Y -Y Axis) 111.6 12910 PSI 6017 PSI 0 FT -LB 755 FT -LB 755 FT -LB 0 PSI 5239 PSI 16.00 28.01 28 KSI N.- 6(ff -6 PSI PSI MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 1-- #4P . _ts' .I � I - -boo - ; -- — � ��— I .. --r 1 x i i I *1 ) i 1 I --- _ .a._ 1 i + - f i . I i; JOG SCALE 0_ -C o►1(LI Na1Sr SHEET NO. CALCULATED BY CHECKED BY op STATE OF WASHINGTON! ` . -DEPT- OF LABOR AND INpUU'RIES FAS PLAN REVIEW SECTION ' - :APPROVcn : 4 --+— -= - APR ? 9 jj r fte l t of GATE DATE J . 1 SUBJECT TO CODE - _AND -MELD INSPECTION • 5 tZj > 6A-Aie it Co °LL i i I i I 1 I j I 1 I 1 1 1 I - 1 - ; + I ' I I ' ' ' - + MAC WOOD BEAM - DESIGN CRITERIA UNIFORM LOAD: Dead Load = 10 psf Live Load = 50 psf OC spac'g = 1.333 ft .2 k I< 1. Allowable Bending,psi: Fb = 1173 2. Allowable Shear, psi: Fv = 75 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge . in region of +M - (f t) : Lu = 0 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span lgth ratio: le /iu= 1.92 10. Allowed overstress:( %) /100= .01 11. Exact Beam WIDTH (in): b = 1.5 BM -joist 1.5x 5.5 6.75 ft 6.75 ft Beam Mark joist UNIFORM LOAD: Dead Load = 10 psf Live Load = 50 psf OC spac'g = 1.333 ft .67 k >I< Bending stress: +M fb for +M -M fb for -M • Shear stress.: Allowable bending stress: for +M: F'b for -M: F'b STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION BEAM SIZE : 1.5 x 5.5 = 407 _ .26 = -723 = -.46 psi k -ft psi k -ft fv = 55 psi for V -_ .3 kips Dead. Load Deflection = .009 in Live Load Deflection = .046 in = L/ 1758 D +L. Load Deflection = .055 in = L/ 1465 .2 k 1173 psi = 1173 psi MAC Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft CONCENTRATED LOADS: P - 1 DL = 0 kips LL = .5 kips X = 3.38 ft 1 .24 k 1< WOOD BEAM - DESIGN CRITERIA UNIFORM LOAD: 1. Allowable Bending, Fb = 1173 2. Allowable Shear, -psi: Fv = 75 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L /_360 6. D +L Load: Deflection < L'/ 240 7. Unbraced top edge in region of +M _ (ft) : Lu _= 0 8. Unbraced bottom edge in region of -M (ft): Lu 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .01 11. Exact Beam WIDTH (in) : b = 1.5 BM -joist 1.5x 5.5 UNIFORM LOAD: Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED APR 2 9 2008 SUBJECT TO CODE 4 6 k AND FIELD INSPECTION -.01 k .6.75 ft Beam Mark joist Bending-stress: +M fb = 1146 psi for +M = .72 'k -ft -M fb = -623 psi for -M .39 k -ft Shear stress: Dead Load Live Load D +L Load Allowable stress: BEAM SIZE : 1.5 x 5.5 - fv = for V= Deflection Deflection = Deflection = bending for +M: F'b = for -M: F'b = 6:75 ft 6.3 . psi .35 kips .009 in .147 in L/ 550 .156 in L/ 518 1173 psi 1173 psi MAC WOOD BEAM - DESIGN CRITERIA UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft CONCENTRATED LOADS: P - 1 DL = 0 kips LL = .5 kips X = .7 ft BM -joist 1.5x 7.5 .47 k I< > l < ----------------------- > 6:75 ft 6.75 ft Beam Mark joist 1. Allowable Bending,psi: Fb = 1173 2. Allowable Shear," psi: Fv = 75 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M_ . (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .01 11. Exact Beam WIDTH (in): b = 1.5 Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft 4 I, . .19 k .02 k BEAM SIZE : 1.5 x 7.5 Bending stress: +M fb = 272 psi for +M = .32 k -ft -M fb = -139 psi for -M = -.16 k -ft Shear stress: fv = 61 psi for V = .46 kips Dead Load Deflection •= .004 in Live Load Deflection = .019 in = L/ 4366 D +L Load Deflection = .022 in = L/ 3651 Allowable bending stress: for +M: F'b = 1173 psi for -M: F'b = 1173 psi MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749-4949 Fax (503) 749-4950 1 i I 1 : ■ i .?'$ 0■"---4 1 6.P ?:. Tto....t.... -- X. -, t...0 3 : iLi?r.f e_1,3 ---i. 076 2 .,_ 1.5()c 1.5( Lo V' --■ ' 4 • .i . ; • • ' 1 c ta ' ' i • • . , ,,, , — -'- --- - IQ_ 0.4t_i_z. 4.0: es 4.) 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Probabilistic ground motion values, in %g, at the Nearest Grid point arc.: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 25.535891 40.023190 63.471611 0.2 sec SA 59.911079 101.777000 142.680695 0.3 sec SA 56.391640 95.998840 133.140503 1.0 sec SA 21.084900 32.998791 55.167690 PROJECT INFO: SEISMIC HAZARD: Hazard by ZipCode The input zip -code is . Zip code is zero and we go to the end and stop. http: // eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi DEPT. OFTLEABOR AND INASHINGTON INDUSTRIES FAS PLAN REVIEWSECTION APPROVFn APR 29 2008 SUBJECT TO CODE AND FIELD INSPECTION rage 1 01 1 (r -3 IU.a 10/13 /2006 • MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 JOB LT WA1 LAAUc }jr C' 0 SHEET NO. CALCULATED BY CHECKED BY SCALE DATE DATE 74 O A CClut-17 tour w, L161- ti ZA e5f us€ 4 P'SF P r- O.43, "A)s ( 1+ '0.4(6(o.6Z\(41 (+ 4_1.6 1.99 Vt? P IZP ? S /I.o STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES I. =I,J° 0oS(OhZu 6(4\ = SA-1 FASPLA REVIEW SECTION o.3 s. Tt1Up. (5.10.15zV1)(41 r 016 SUBJECT TO CODE AND FIELD INSPECTION ( Z :{� , Z ,2 . L 1 sb. o R G r Ric -.u, .►n E. 1 (m z . RxSrRa11-kr. 01-1L1- e_ 4 '( . (l . \CI. \= I,.,gtt 11- 12wmc '16 ( I,S = 3to t1 \2:1(12 \ 1 ZIS 7' 716 PLC r= P 1 010 .0 34-LA ' �4t� Zf t O.SOOet - Op • 0 ,000e 4 0 .0115 (0 :LIL " * O.OL( 02656 )ltt 0, 0131(0.ZIr1 O,0b?711,1 '9 -0.28 r z lc,' USE (oa t✓z- %- ( 4 ' 42 X VE IEC, l! P.F. U5 44b4 5/0 o -te (lSt U_ C >rllL IUA e Afc(bk I4 A1 1-6 a To "Tr r A-Lc APR 2 9 2008 'O,4%0oo)(O.olb'C r1 z Z.5-(Z) q 4 SZo 4-12 V.J11 0l- 1 � � E, E La, - OI o,e2.( \(ob1\ o .e2.(o,b551(o.496), = o zu o dZ���e4. oez.(O.ess) 1 10.0%r c46.55t -E- : 5Pr4 4 (FAO =kG Mme= � ( = 1 n La 5 s 6(O.bt \ /149` o.00b53 +b" 10 / b.t 5 3 = Ies o.t���c,1 bk MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 i f b: 4it g q i I I I *2- 2 1 — 1 ; -� - i - __ 3 ' ,1 ° 1 ' Lt.1 -S,4s 4 1 . 4 X 51 - 7 • ' : 4ds li. -- a4 t 7& i • T ' M= 1.1.0_141 &z - ( 2371/ 1549 -6IZ I i I i 4 1. S ( 1 iL . I j51-7,\ I 4 - 3 .- I IsL9i) 4is. f 3 rt $ 1 • 4-5,_ a-S I L ■ ∎ } gZ -1 ÷ !S Lk ? 71, -PSt I _gst - 71rr aciQ -_) 1 -(o 4- r i i T i --1- 1— I I I � "i� ' r i # i Q� �gn'IS + j ■ � � � i i � ! � � 1 i /� ! l t o ILe4f -1-- i I v i 4 11 w i- f 1- , 1- � x -12 k 1 `L? _ „ �4t g- i i i t i 1 i i i i t 1 j ! __._ ;STAFF I DUS • F LABOR A TR PLAN 'EVIEV\I_!EC7I pN A Urr ioRU I , JoB 20k(o4 N�.u.A2.- SHEET NO. CALCULATED BY CHECKED BY SCALE id5 if% OF T DATE DATE • tin qtti': o IV x . T n U% 1L tSs e (0 • 4iLe -sr- ' - --- �-- ' - --- ---- -- APB 29 208 _Si4EOT.TO ODE AND FIELD INSE' CT i 1 i I i N . MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. 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I 9 311(o t p 117. _? 4. l t7 _ • '' : _ _ _STATE OF WASHINGTON I DEPT., OF LABOF2 AND - INDUSTRIES FAS PLAN REVIEW SECTI ©N APPROVFf • APR 2- IUO6 SiJBJECT TO CODE :A - Z OF SPA z- 4s 384 - Ito 44-a fr(o. i 3511 59769 zZ B s 6.1.11m) ) i • DATE 1 4 I E'�kc�. �.c• t Np,v Frc Lt ;,•-` ,! i i:.1 ■ Interface Materials Interface Materials (Cohesion) Very soft cohesive soil (0 - 250 psf) Soft cohesive soil (250 - 500 psf) Medium stiff cohesive soil (500 - 1000 psf) Stiff cohesive soil (1000 - 2000 psf) Very stiff cohesive soil (2000 - 4000 psf) 7.2 -63• q G t TABLE 1 Ultimate Friction Factors and Adhesion for Dissimilar Materials Mass concrete on the following foundation materials: Clean sound rock Clean gravel, gravel -sand mixtures, coarse sand Clean fine to medium sand, silty medium to coarse sand, silty or clayey gravel Clean fine sand, silty or clayey fine to medium sand • Fine sandy silt, nonplastic silt Very stiff and hard residual or preconsolidated clay Medium stiff and stiff clay and silty clay (Masonry on foundation materials has same friction factors.) Steel sheet piles against the following soils: Clean gravel, gravel -sand mixtures, well- graded rock fill with spells Clean sand, silty sand - gravel mixture, single size hard rock fill Silty sand, gravel or sand mixed with silt or clay Fine sandy silt, nonplastic silt Formed concrete or concrete sheet piling against the following soils: Clean gravel, gravel -sand mixture, well - graded rock fill with spalis Clean sand, silty sand - gravel mixture, single size hard rock fill Silty sand, gravel or sand mixed with silt or clay Fine sandy silt, nonplastic silt Various structural materials: Masonry on masonry, igneous and metamorphic rocks: Dressed soft rock on dressed -soft rock Dressed hard rock on dressed soft rock Dressed hard rock on dressed hard rock.. STATE OF Masonry on wood (cross grain) Steel on steel at sheet pile interlocks AP FI SUBJI AND FIE Friction factor, tan 8 0.70 0.55 to 0.60 0.45 to 0.55 0.35 to 0.45 0.30 to 0.35 0.40 to 0.50 0.30 to 0.35 0.40 0.30 0.25 0.20 0.40 to 0.50 0.30 to 0.40 0.30 0.25 0.70 WA n R AND I R TRIES EVIEWN P nv^n 0.30 APR 12 9 2008 T TO CODE DINSMniation C (psf) 0 - 250 250 - 500 500 - 750 750 - 950 950 - 1,300 Friction angle, 8 degrees 35 29 to 31 24 to 29 19 to 24 17 to 19 22 to 26 17 to 19 22 17 14 11 22 to 26 17 to 22 17 14 35 33 29 26 17 Change 1, September 1986 SAC Industries', stronger, patented, more stable, adjustable steel pier is designed and engineered to support manufactured homes, commercial buildings, school buildings, decks, R.V.s, residential housing and much more. Adjustable tops allows for easy, economical leveling and re- leveling when necessary. Extremely stable with larger, patented, pre - punched two piece base. SAC Industries' piers are much stronger because of the full 90° patented, embossed leg. Support your building or load with a SAC Industries high quality pier. STATE APPROVED #3008 2034080000 8" 6,0001b. Pier STATE OF WASHINGTON #3010 2034100000 10" 6,000 lb. Pier DEPT. FASOPLAN LABOR REVIEW SECTION APPRO"rn #3012 2034120000 12" 6,000 lb. Pier #3014 2034140000 14" 6,0001b. Pier #3016 2034160000 16" 6,000 lb. Pier #3018 2034180000 18" 6,0001b. Pier #3020 2034200000 20" 6,000 lb. Pier #3022 2034220000 22" 6,000 lb. Pier #3024 2034240000 24" 6,000 lb. Pier #3026 2034260000 26" 6,000 lb. Pier #3028 2034280000 28" 6,000 lb. Pier #3030 2034300000 30" 6,000 lb. Pier f Rated 6,000 lb. Tested 18,000 lbs. plus State approved — Tested, listed and labeled stamped in base plate of pier. APR 2 9 2008 SUBJECT TO C AND FIELD INSP #3234 2040223032 P/r 30" x 32" Plywood Pad 6,000 lb. Rated on 1,000 PSF soil ,� Figure 1 1 Beam Frame Locking Clip IN LINE INSTALLED AND CONNECTED GROUND ANCHOR AND FRAME CONNECTION Y2x1 " Grade 5 Bolt & Nut Anchor and strap in straight Tine Anchors Tess than 48" in length should not be installed in line with the pull. Home Main Beam Ground To Anchor LOCKING FRAME CLAMP II MMA -33 ASSEMBLED UNIT Minute Man Strap w /Radius Clip z ic Diagonal frame tie- straping Install anchor to full depth (i.e., completely to head) For those homes which are designed to require only diagonal frame ties, the anchor can be installed in line with the ties. Figure 1. Another accepted way to limit lateral Figure 3 deflection is by use of a tested and approved Metal Stabilizing Device. Figure 2 and 3. In Figure 2, the Stabilizer is a part of the anchor. In Figure 3, the plate is driven in front of the anchor's direction of pull and will act to minimize the anchor rod deflection. See Top of Page 2. STATE OF WASHINGTON • Ise FAS PLAN REVIEW SECTION r -11 APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION Home Frame TR s Pivot Clip must not vary more than 10 Deg. from Perpendicular to Beam. For tie down strap and anchor spacing. See the Mobile Home Manufacturers Installation Manual. Each state, county or municipality may require a specific anchor from the groups shown for each soil classification. Check local regulations before installation. Note: • Soil test probe the anchor location in order to match the proper anchor with the soil classification. • Stabilizer plates or certified stabilizing device must be used with anchors when anchors are used to resist horizontal forces. • The distance from the end of the home to the first anchor must not exceed 2'- 0". • All homes located in Wind Zones 11 and 111 must have a vertical tie installed at each diagonal tie location. Sound hard rock 2 Very dense BJor cemented sands, coarse gravel and cobbles, caliche, preloaded silts, and clays. 3 Medium dense coarse sands, sandy gravels, very stiff silts, and clays. 4(a) Loose to medium dense sands, firm to stiff clays and silts alluvial fill. SOIL CLASSIFICATION CHART Soil Class Soil Description glow Count (ASTM 01586) Test Probe Value Recommended Minute ManiAnchor NA 40 -up 24 -39 18 -23,3 12 -17 NA 551 Ib. in. Up 351 to 550 lb in. 276 tOS359OF Ib EP.TOF LAB II�PLAN 175 to 275 lbs. in AP APR Cross Drive or Rock Anchor 4430DH 650DH 4430 EZDH 4636 EZDH 636 EZDH GW -2 12" Stabilizer Plate Nu- Concept Stabilizer Cap 636 DH 4430 EZDH 650DH 636 EZDH 4430DH 4636 EZDH 4636 DH 650 EZDH GW-2 12" Stabilizer Plate Nu- Concept Stabilizer Cap 4636 DH WASHINGTON dd 50DH R AND INDUSTRI4 EVIEWSECTION 650DH 4n.rn Q 4636 EZDH 2 iiiergiU Concept Stabilizer Cap SUBJE TTOCDR Stabilizer Plate Ptuiio 760DH 860DH 1060DH 17" Stabilizer Plate (b) VERY loose to medium dense sands, firm to stiff clays and silts, alluvial fill. Member: ac state, Each t to county or municipality may require a specific anchor from the groups shown for each classification. Check local regulations first. Soils Tess than 4B, see home manufacturer's instructions. Many anchors are designed for particular soil condition(s) and are unacceptable for use in other type soils. lave listed the soils for which each anchor is designed and approved. Soil classifications are taken from the dard for the installation on mobile homes". Part 3280 each anchor model listed has been tested by an )endent professional engineer to meet ANSI A225.1 and ASTM D3953.91 codes. Revised 3/14/07 - Following is a list of Minute -Man Anchors with an allowable working load equal to or eiceedlrlig J,1 lbs. and are capable of withstanding a 50% overload (4,725 lbs. total). Stabilizer deyices must be used . with anchors when anchors are used to resist horizontal forces. HUD Part 3280.506(f) ITEM MARK MODEL DESCRIPTION • • USE IN SOIL TYPE 1071 1101 1131 1241 1271 1349 1350 1390 1287 . 1288 1291 1346 1284 1282 1312 1592 1593 1594 1596 1598 1599 2390 2391 1420 1450 1445 1321 1322 2200 2202 2211 2691 2820 2822 vised 3/1 4/07 MMA MMA MMA -2 MMA-4 MMA -28 MMA -30 MMA-6 MMA -35 MMA-8 MMA -BR MMA-86 MMA -71 MMA -75 MMA -52 MMA -55 MMA -50 MMA -57 MMA -92 MMA -93 MMA -94 MMA -96 MMA -98 MMA -99 MMA -18 MMA -18 MMA -12 MMA -14 MMA-42 MMA -SD MMA -SD2 N CI MMA -29 MMA -31 MMA -34 650 -DH 5/8" 650-DH 3/4 636 -DH 3/4 4430 -DH 5/8 4430 -DH 3/4 36 -XDH 48-XDH 24 BA 860 -DH 3 /4 1060 -014 3/4 760 -DH 3/4 4636 -DH 3/4 4450 -DH 3/4 4442 -DH 3/4 4636 NU 7/8 4430 -EZDH 3/4 4636 -EZDH 3/4 636 -EZDH 3/4 650 -EZDH 3/4 6650 EZVDH 3/4 8860 EZVDH 3 /4 THDH THDHLS 210 -DH 210 -PDH 210 -JDH G W1 G W2 FCIIW /S FRAME TIE FRAME TIE 12. 6" DISC, 50" ANCHOR 6" DISC, 50" ANCHOR 6" DISC, 36" ANCHOR DOUBLE 4" DISC, 30" ANCHOR 2,3 2,3 DOUBLE 4" DISC, 30" ANCHOR 36" CROSS DRIVE ANCHOR 48" CROSS DRIVE ANCHOR BARB ROCK ANCHOR 8" DISC, 60" ANCHOR 10" DISC, 60" ANCHOR 7" DISC, 60" ANCHOR 4" & 6" DISC, 36" ANCHOR DOUBLE 4" DISC, 50" ANCHOR DOUBLE 4" DISC, 42" ANCHOR 4" & 6" DISC, NU CONCEPT CAP DOUBLE 4" DISC, 30" EZ ANCHOR 4" DISC, 6" DISC, 36" EZ ANCHOR 6" DISC, 36" EZ ANCHOR 6" DISC, 50" EZ ANCHOR DOUBLE 6" DISC, VERT. STABILIZER DOUBLE 8" DISC, VERT. STABILIZER DOUBLE HEAD TENSION DEVICE DH TENSION DEVICE W /LAG CONCRETE ANCHOR STATE OF WAS DEPT. OF LABOR AN WET CONCRETE ANCHORFAS PLAN REVIE SWIVEL HEAD WET CONCRETE "` ANCHOR G W 1 ROCK ANCHOR G W 2 SOIL ANCHOR SUBJECTT AND HELD INS STABILIZER- 12" STABILIZER- 17" NU CONCEPT STABILIZER CAP APR 2 9 1 FRAME CLAMP II W /STRAP LONGITUDINAL FRAME TIE-8 BOLT FLA. LONGITUDINAL FRAME TIE-4 BOLT 2,3,4(a) 2,3,4(a) 2,3 4(b) (Fla.) 4(b) 2,3,4(a),4(b) 2,3,4(a) 2,3,4(a) 2,3 2,3,4(a) 2,3 2,3,4 2,3 2,3 2,3,4(a) (Fla.) 4(b) (Fla.) SLAB SLAB ES n SLAB C c ECTION 2,3,4(a) FLA. 2,3,4(a),4(b) 2,3,4(a) INSTALLATION INSTRUCTIONS FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: EZDH EARTH AUGERS 1. SEE DERAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. EARTH AUGERS 1, INSTALL AUGERS INTO 8011. MTH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE LEAVING APPROX. 12 SHAFT EXPOSED 2. COMPLETE STABILIZER TR 0 AU PLATE DRIVE FLUSH WITH GROUND SURFACE, OF STABILIZER PLATE OF UNTIL AUGER HERO I8 FLUSH WITH GROUNp SURFACE AND TOP CROSS DRIVE ANCHORS 1. CROSS ROCK OR MINIMUM R UE ASPHALT. S H A H LL MMA4302 8TA8N2ER PLATE PLATE, GROUND 122 xir)/1 DE THAN CONCRETE. ETE. CONCRETE SLAB ANCHORS 1. CONCRETE SLAB TO BE MINIMUM 3117' THICK AND IN GOOD OWL/MON. 2. MINIMUM BLAB AREA REQUIRED FOR EACH ANCHOR 18 28 80. FEET, 2. DRILL PROPER 812E HOLE IN SLAB MINIMUM 12" PROM ANY EDGE ALL APPLICATIONS 1, ATTACH STRAPS TO 2, INSERT STRAP THROUGH BPLJT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. SINGLE WIDE EARTH AUGERS PAS. L00010f wrap 36' 84' MAX. 2 3 72' 4 TIE DOWN LOCATIONS DOUBLE WIDE CROSS ORNE ANCHORS qtr 32' 42' 82' 82' "Iiram 3 4 8 8 _NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE GOWNS AT THE 2' LOCATION SHOWN 810E TtE DOWNS AT 2'.O" FROM EACH END HAVE A TOLERANCE OF 1 8" MIN. ylipM TATIITEITS0MIRMOt6 Th I W �.MaI a tO.M01 W1501 . AMMO t0 T rrcA TA EON!! I ION 1004TP 10 N A MINE PAM 0wMtiT$ AMPS NUR, OM IPA.T. • =MAR TO =STAM M RUlwwO, TA TIITIIHMO J C END TIE DOWN UII5p OWN 001 NOM M ONO M7RPSAT Ott 040MIM PAM SOMA IOM COMA 0W5e ATTADeOTOAOASIS A PPAS Pulp w1MA PIMA Mal W TOP. Ott NOVIN SA C MORT 73' 7 TRIPLE WIDE kI\I v It1ICO CONCRETE 8LA8 ANCHORS lox 10071/4 °r 34 42' 60 I9' TA Iwo* 4 5 I 7 8, 8 0 N CO v D -1 r Z CO z - rnz 2> 11 <EDM - , m 0Z v 0 —4440 Z Z 111 M1NUTE MAN ANCHORS, INC. aMer vraPU„en....... nerwrq smog wig a1♦ N•1LN1P 1YOlES yoke 1000 Pet • AE DOYI4 STRAP S LAND •6 0%00 ATNA AIM ABTA STRAPS 1084 MU111N •W10Q R0.036 MC/04M aNC PIATIII • - _-- _..,.• MOO PIN • CONCRl2E>yLAI AN04roRI �._ 161446 IMtlO` ON T1B� IIID NUMbpt 01 TE CORNS 2 t15 0QM NM OP THE MOSTACTURED HOYE. a AR! RLQUWID AT EACH mate et* IAGI QC 0. A s H 4I rA rultco'°StA��ocmeaN(V E. COAetN421o/48 currerteM TYPES OPTtt I CN4 UeEO. 4• °e1 tvENT ON EARTH AUDENCNSIOT BE INSTALL= OVIITOAN WALLED KR UCH EARTH AUOtIt TWAT CANNOT ea 0. F0841. TIE OCAN 848 TALlA110664 TRIIMD 4014 CRAMS Il4/6MARE INOAN AS T EIAMI. FOR ILLUSTRATION PURPOSES ONLY CMS= MATO CAN ALSO sa "C' 6W0PE0 OR 141•0• AVP80. O. Ott CAN EE LOOMm W0104 b• OP ITTIEt AO( CP CNAeAM - - AV: • A. DAHMEN No. 3913 ( \ 31 7. 14A SAES, TM/1, Lf110T$8, SOT. OP YAMML MOM MIEN MtE PROOUC -Th. LARGER, 5 sue E LOCAMMON ( 1. All PARTS ARE ITAIPED AIM•NITM flIAPPROPRMTI NWT ME01. M. 7 351111 DONN eYSMI CAN SE IRI® METH m HIDE MAMIPAC•T!R60 fCIE SECTIONS ARM too• C4M5I111 MARS PROVC110 AA mow PROS MAO(TO to p 504.750 TO THE E PTCCN TM! TT'TACM f 7ETIATM Q SAW 41111. ( e11171 5. 4 iCIV.". 1 74:1 11 11.4111111310111111:47.2:Ter/.11 E710?E = flmlt4 tYSTDI EMOTED Wet MAGI END rti„M.P.f � NrSw �5a 05rrw1l lift CONY NO Cil=u01044ASSIest OP VD !M NO tr RN Parent Mn Olt 4247 m.4 am 119w 8 •I ou �a • MST ROA NC4636, EZDH & MMA34 3ARTH AUGER TIE DOWN YU N /14' ,.ILL a7 HO MtMart Or 'ir A40, Ob. . CONCRETE TIE DOWN 044:13 WANG Mod TX $L�ru NrMMrLLIpO £T VI RAT' 1/0.34 MOAK 71 0%1 111• MOLL A4T,yHO } ? O 1 R' A17I i. —t /214 In21 L,a. }aaTt o M 0 d am LTAV ra q oaM ' C ' BEAM CHA$SIs 'RFC' BEAM CHASSIS INSTALLATION INSTRUCTIONS 1, THE DRIVE MACHINE 18 STARTED AND THE ANCHOR 18 TURNED INTO THE GROUND TO A POINT V IERE THE TOP (STABILIZER ABILIZER NM1LL BE AT ITS REQUIRED INSTALLATION PPOOBRION THt8 W8URE8 THAT THE E•2 ANCHOR 2, FOR THE E-Z ANCHOR/STABIUZER TO ACHIEVE PULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO OEN N GREATER THAN 10 DEOREES. NOTE: A SLJGNTLY GREATER ANGLE MAY BE USED TO START THE ANCH TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR 18 GROUND SET. THE LIT BOLT 18 INSERTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT NO WITH MACHINE INSTALLATION, A MINUTEMAN ADApTgR DESIGNED TO }TT BOTH THE ANCHOR HEAD AN DRIVE MACHINE SHAFT 18 AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT FOR E-Z ANCHOR INSTALLATION, CROSS DRIVE TIE DOWN IOC TI' DOH ara►o L7[ EARTH AUGER TIE StARJZOl RAIL 1CL M Cam ZO On ~ 0 O z co 0W NY a O STIR PLATE (=It CEJ� -±-031, - (,$Tb8NU2ATI0N PLATE :nZLL• CD fA TD Q Lu a CV fi HEAD o03 za uJj1 d I--O COa Li w C) • CROSS DRNS' W/ sta m LU _PLATE DETMI Q a 11.W 2.07 CRp S E OR L VE H , MCHOR CROSS ORME A NCHOR M/ 3/4 %32' ROOS 16/ 23/32'x.33' ROOS MMA -2 I 040 MMA •91 5/8 ON WESTERN STATES MAN -2 OPOH STABILIZER CAP MAN SPLIT BOLT & 7NUT uSE oulree H root MM 32 STEEL STRAP W./BUCKEL WA- 71 STEEL STRAP W /CORNER TIE NMA 6 3/4 OH 4430 NU 3/4 MMA -34 BOTTOM PLATE 711► /RAM 6077014 ;SAM .$ L.ONCrRrOLNAI MANE It (FOR M OZ NONZ E Q 0 C M1L3 eW14 Left rNSOC sous rao 2' - 3' RAAOLs • snPoarN IiNL 77 coxm► n MGM= 10 AACNCR MM4-92 3/4 ON AAA -94 3/4 ON 414A - 654 3/4 Da 4430 OH 3/4 ON 32'AUCER ANCHOR 32'AUCER ANCHOR 36'AUCER ANCHOR SO ANCHOR 30' .AUGER ANCHOR ITNRN&A 'LTD Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC >_ 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description (including insulation R -value & position) 64.0 - 1552.0 X 100 = 4 .1% U- factor All Other Roofs 0 yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path Q no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 3 0 .0 Opaque Walls' 19 . 0 Below Grade Walls Tukwila, WA 98168 BOR AND INDUSTRII " L; Et PPROVED c Slabs -on -Grade • . . . • 3 ZOO; Radiant Floors JECT TO CODE , Ma tom 8 ., _ ..• ` f -.. • ' t It Vertical Glazing 0 . 3 6 0 Overhead Glazing Envelope Requirements (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic 64.0 - 1552.0 X 100 = 4 .1% Concrete/l\4asonry Option All Other Roofs 0 yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path Q no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 3 0 .0 Opaque Walls' 19 . 0 Below Grade Walls Tukwila, WA 98168 Floors Over Unconditioned Space 2 6 .0 Slabs -on -Grade Modern Building Systems, Inc. Radiant Floors Applicant Address: 9493 Porter Road Aumsville, Maximum U- factors Opaque Doors 0 . 6 0 0 Vertical Glazing 0 . 3 6 0 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing I 0. 3 5 0 Project Info Project Address Tukwila S.D. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals °/U Glazing 64.0 - 1552.0 X 100 = 4 .1% Concrete/l\4asonry Option Date 4/9/2008 0 yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path Q no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 4242 South 144th Street For Building Department Use L grzn n n r' F. �.„. l I it, c.,xi 4a: u> I I , . Tukwila, WA 98168 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 Applicant Phone: PP 503- 749 -4949 FT:( 77n1.. ' F- ' �? Space Heat Type Q Electric resistance * All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals °/U Glazing 64.0 - 1552.0 X 100 = 4 .1% Concrete/l\4asonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Ono Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path Q no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description El New Building ❑ Addition Q •Alteration : - ❑,Change ;of Use' Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: RECEIVED 'APR 3 0 20081 COMMUNITY DEVELOPMENT 2006 Washington State Nonresidential Energy Code Compliance Form STATE DEPT. OF LF FAS PLA A SU AND I Revised July 2007 J 2006 Washington State Nonresidential Energy Code Compliance Forms 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories compose all space heating types: Other: All other space heating systems including gas, solid fuel, oil. and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) All Insulation Installed? Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -30 All Other Roof Raised Floor Slab -On -Grade 0 Radiant Floor Opaque Door Yes AG Mass Wall Insulation Req Mass Wall CMU Block Wood Frame Metal Framed U0.151R5.7c1 Ins. Cores R19 R19 2006 Washington State Nonresidential Energy Code Compliance Form Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. Prescriptive Path Allowed (e Glazing Vert OH Area % U al UVaI S. C 0-30% 0.70 30-45% 0.45 0.60 0.40 >45% Not Allowed No w Glazing Area % 0-30% >30 Component Performancq Systems Analysis, or EnvStd Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1 0 W /ft' of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes S All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0.60 Ye Glazing Cnteria Met? Yes No Yes— Vert OH UVal UVal SHGC 0.40 0.60 0.40 Not Allowed AG Mass Wall Insulation Req Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC** Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area APR 2 9 Revised July 2007 No--• STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPRO/=n 2008 SUBJECT TO CODE ? AND FIELD INSPECTION `If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Building Permit. PlansLCheckli .. ENV -CHK! 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Tukwila S.D. Date 4/9/2008 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed 11 n.a. 1310.2 Semi- heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances 8 yea 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 8,13 yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; 8,13 yes 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 8, 13 n.a. 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official DEPT STATE OF OF LABC WASHINGTON R AND INfIISTRIFS yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical Ft vertical and overhead) as percent of gross wall area S PLAN REVIEW APP SECTION 3 OVEn yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 7 APR SUBJECT 2 9 2008 TO CODF yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) AND HELD INSPECTION 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 8 yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 8 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 8 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 8 yes 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 3 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping 7 yes 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing 11 n • a • 1314.4 Recessed Lighting Fixture Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no" is shown for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location A &B Bard SH381 -A 35400 1200 Econo 12.00 Ext. Wall Applicant Address: 9493 Porter Road Aumaville, OR 97325 Applicant Phone: DEPT. STATE OP OF LABOR WASHINGTU AND INDU; V TRIES FAS PLAN g APFROVPD EVIEW SECT ON APR 2 9 Limb SIJR,IF',T Fan Equipment %0JU t tt-LU INSNtl:110N Schedule Equip. ID Brand Name' Model No. CFM Sp' HP /BHP Flow Control Location of Service A &B Bard SH381 - A 33000 1200 Econo Modern Building Systems, Inc. 6.600 Applicant Address: 9493 Porter Road Aumaville, OR 97325 Applicant Phone: DEPT. STATE OP OF LABOR WASHINGTU AND INDU; V TRIES FAS PLAN g APFROVPD EVIEW SECT ON APR 2 9 Limb Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency A &B Bard SH381 - A 33000 1200 Econo Modern Building Systems, Inc. 6.600 Applicant Address: 9493 Porter Road Aumaville, OR 97325 Applicant Phone: DEPT. STATE OP OF LABOR WASHINGTU AND INDU; V TRIES FAS PLAN g APFROVPD EVIEW SECT ON APR 2 9 Limb SIJR,IF',T Project Info Project Address Tukwila S.D. Date 4/10/2008 4242 South 144th Street For Building Dept. Use Tukwila, WA 98168 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumaville, OR 97325 Applicant Phone: 503- 749 -4949 Mechanical: Summa 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Include documentation requiring compliance with commissioning requirements, Section 1416. 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 (2) 3 -Ton Wall -Hung Heat Pumps w/ 10kw Heat Strips and Economizers Compliance Option Q Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical: Summary) (bac 2006 Washington State Nonresidential Energy Code Compliance Form Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START ) otal Ca . wo economize <240,000 Btuh or 10 %? Heating Only Reference -\ Section 1421 Yes — Yes* ing my Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVFn APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION Mechanical. Permit P lans C hecklist '� K Y z: ` „ =.. ` ; t i `MECH =CHK� 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Tukwila S.D. Date 4/10/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 11 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Cuts n. a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 10 yes 1412.2 Deadband control Indicate 5 degree deadband minimum Cuts n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types cuts yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage cuts n.a. 1412.4.2 Optimum Start Indicate optimum start controls yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule Cuts n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 11 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 11 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule Cuts n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems . yes 1414.1 Duct sealing Indicate sealing necessary 11 yes 1414.2 Duct insulation Indicate R -value of insulation on duct 11 n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan 11 n.a. 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 11 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 11 n.a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) QTATF ar ,AN La. 1440 Il .Jerow Service water htg. DEPT. OF LABOR AND INDUSTRIFS n.a. 1441 Elec. water heater Indicate R -10 insulation under tank FA - PLAIN KtVIEW A PPR1\ SECTION /F() n.a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe Insulation Indicate R -value of insulation on piping APR 2 9 2008 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 TO PECTTInni n.a. 1452 Heater Efficiency Indicate pool heater efficiency AND FIELD n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: Project Info Project Address Tukwila S.D. Date 4/10/2008 4242 South 144th Street For Building Department Use Tukwila, WA 98168 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 Applicant Phone: 503- 749 -4949 Project Description ❑ Plans Included requirements. -' New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Whole Building Classroom 1.20 1680.0 2016.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2016 . 0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Whole Building 3 -Tube T8 32W Fluorescent Lay -in with Elect. Ballast 16 88.0 1408.0 STAT= oF WASHINGTON DEPT. OF ABOR AND S N F DU I tb IN rAC, L(' .EVIE APPRO�/FP PP 2 9 2008 SUBJECT TO CODE FIELD INSPECTION ANE Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1408.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior lighting' 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches ) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers ® Other Qualification Checklist Chklist Note: If occupancy type is "Other' and fixture Lighting Fixtures: o ❑ Check if 95 /° or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 1 � .;.L... ;, Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Lightinci Power Allowance (LPA ootnotes for Table 15 - 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. STATE OF WASHINGTON 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. DEPT. OF LABOR AND INDUSTRIES 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. FAS PLAN REVIEW SECTION APPROVED 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. APR 2 9 2008 7) For conference rooms and offices less than 1508 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. SUBJECT TO CODE 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for AND F�EL INSPECTION is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Tradable Locations Description Allowed Watts per ft or er If p Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Main Entry 30 W /LF of door widt 3.0 90 . 0 Other Entries 20 W /LF of door widt 3 .0 60 . 0 Indicate controls (Sections 1513) including commissioning requirements on plans. I 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV ❑ Controlled by motion Sensor Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Exits 26W WP Compact Fluorescent with Photocell 1 FATE OF tN\SHINGTDN )F LABOR AND INDUSTRIES PLAN REVIEW SECTION APPROVED 26.0 S DEPT. ' Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. FA1, Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Exits 26W WP Compact Fluorescent with Photocell 1 26.0 26.0 J New ❑ Addition ❑ Alteration ' Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) Project Info Proj Addres Tukwi S.D. Date 4/10/2008 4242 South 144th Street For Building Department Use Tukwila, WA 98168 Name: Modern Building Systems, Inc. Appl. Name 9493 Porter Road Aumsville, OR 97325 Appl. Phon€ 503- 749 -4949 Project Description J New ❑ Addition ❑ Alteration ' Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Li ;htin;~ Wattas?e Tradable Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts APR 2 9 2008 Revised July 2007 150.0 26.0 Location Fixture Description Number of Fixtures SUBJEI CODE Watts ND Fl EtiVINSPECTI ON Proposed Lighting; .Motor 2006 Washington State Nonresidential r ` a'ndfTransformer'Pennit P : =� LTG -CHK • • Energy Code Compliance Forms Revised July 2007 Project Address Tukwila S.D. Dat 4/10/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations 11 yes 1513.2 Area controls Maximum limit per switch 10 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations 10 yes vertical glazing Indicate vertical glazing on plans 10 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location yes (b) photocell. Indicate location 10 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations 10,11 n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning 11 EXIT SIGNS (Section 1514) n.a. I 1514 'Max. watts 'indicate watts for each exit sign I ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I ' TRANSFORMERS (Section 1540) n.a. I 1540 'Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: STATE OF WASHINGTON DEPT. AS F A S P L R E E W REVIEW I SEC ZON APPROVED APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION UI' CLIMATE CONTROL SOLUTIONS Models: SH261, SH311, SH381, SH431, SH491, SH611 Heating Capacities: 21,000 to 57,000 BTUH Cooling Capacities: 23,600 to 57,000 BTUH Refrigerant 22 The Bard Wall -Mount Heat Pump is a self - contained energy efficient heating and cooling system, which is designed to offer maximum indoor comfort at a minimal cost without using valuable indoor floor space or outside ground space. This unit is the ideal product for versatile applications such as new construction, modular offices, school modernization, telecommunication structures, portable structures or correctional facilities Factory or field installed accessories are available to meet specific job requirements Engineered Features Aluminum Finned Copper Coils: Grooved tubing and enhanced louvered fin for maximum heat transfer and energy efficiency Twin Blowers: Move air quietly All models feature multispeed blower motors providing airflow adjustment for low static or free blow (non- ducted) operation at a very low sound level or ducted installations (low pressure duct systems not to exceed 20" W C ). Units are shipped connected for ducted installations Motor overload protection is standard on all models Heat Pump Compressor: Scroll compressor designed for increased efficiency, quieter operation and improved reliability for longer life. Eliminates need for a suction accumulator Phase Rotation Monitor: Standard on all 3 phase scroll compressors. Protects against reverse rotation if power supply is not properly connected. Galvanized 20 Gauge Zinc Coated Steel Cabinet: Cleaned, rinsed, sealed and dried before the polyurethane primer is applied. The cabinet is handsomely finished with a baked on, beige textured enamel, which allows it to withstand 1000 hours of salt spray tests per ASTM B117 -03. Electrical Components: Are easily accessible for routine inspection and maintenance through a right side, service panel opening. Features a lockable, hinged access cover to the circuit breaker. Electric Heat Strips: Features an automatic limit and thermal cut -off safety control. Heater packages are factory or field installed. Features easy slide -in field assembly with various BTUH outputs. THE WALL- MOUNTTM "QUIET- CLIMATE" HEAT PUMPS Condenser Fan and Motor Shroud Assembly: Slide out for easy access. One Inch, Disposable Air Filters: Are standard equipment Optional 1" washable filters available and filter racks permit the addition of 2" pleated filter Factory or field installed Solid State Electronic Heat Pump Control: Provides efficient 30. 60 or 90- minute defrost cycle. A thermistor sensor, speed up terminal for service and 10 minute defrost override are standard on the electronic heat pump control High Pressure Switch: Is built -in with a lockout circuit that resets from the room thermostat. Five Minute Compressor Time Delay: H)NG Short cycle protection is star ®GIM I N DUS RI E the heat pump contro o 1 REVIEW SECTI Emergency Heat Circui :. PLA A ppROVED Permits continuous operation of the system. Barometric Fresh Air Damper: APR 2 9 �oo� Standard on all units. Allows up to 25% outside fresh air. SUBJECT TO coDE entilation System Packages Built -in Circuit Breakers: AND FIELD 1t Standard on all 230/208V models. Toggle disconnect on 460V models Slope Top: Standard feature for water run -off. Full Length Mounting Brackets: Built into cabinet for improved appearance and easy installation. NOTE: Bottom mounting bracket included to assist in installation. Top Rain Flashing: Standard feature on all models. • Complies with efficiency requirements of ASHRAE /IESNA 90.1 -2004. • Certified to ARI Standard 390 -2003 for SPVU (Single Package Vertical Units). • Commercial Product - Not intended for Residential application. All packages are designed to meet your specific ventilation requirements utilizing one of six ventilation options for the product. The ventilation package is mounted within the unit eliminating the need for an exterior mounted hood or damper assembly on the unit. All assemblies can be factory installed, installed in the field at time of installation or as a retrofit system after installation. ARI Standard 390 ® High Efficiency ® Ultra Low Sound Level C LISTED • Standard - Barometric Fresh Air Damper • Optional - Motorized Fresh Air Damper • Optional - Blank Off Plate • Optional - Commercial Room Ventilator With Exhaust • CRV - Spring Return • CRVP - Power Return • Optional - Economizer With Exhaust • Optional - Energy Recovery Ventilator With Built -in Exhaust U Form No. S3359 -1106 Supersedes S3359 -206 Capacity and Efficiency Ratings MODELS SH261 SH311 q SH381 ; SH431 r E SH491 SH611 Cooling BTUH CD 24,000 26,400 i 35,400 j 42,000 46,500 57,000 EER ® 11.00 10.00 10.30 i 10.30 10.20 10.00 SEER CD 12.00 12.00 ( 12.00 ? 12.00 12.00 12.00 High Temp Heating (47F) BTUH CD 21,000 25,000 i 33,000 k 37,400 45,000 57,000 COP ® 3.00 3.00 f 3.10 {; 3.00 3.00 2.70 Low Temp Heating (17F) BTUH © 12,400 15,000 ti 18,500 22,000 28,000 33,400 COP ® 2.00 2.00 1.90 ! 2.00 2.10 1.90 HSPF ® 6.60 6.60 6.60 7.00 7.50 6.60 O Capacity is certified in accordance with ARI Standard 390 -en�c tested in accordance with ARI Standard 210/240 -2003. ® EER = Energy Efficiency Ratio, COP = Coefficient of Performance and are certified in accordance with ARI Standard 390 -2003. 0 SEER = Seasonal Energy Efficiency Ratio, HSPF = Heating Seasonal Performance Factor and are tested in accordance with ARI Standard 210/240 -2003. All ratings based on fresh air intake being 100% closed (no outside air introduction). I Specifications 2 through 3 Ton MODELS Electrical Rating - 60 HZ Operating Voltage Range Compressor - Circuit A Voltage Rated Load Amps Branch Circuit Selection Current Lock Rotor Amps Compressor Type Fan Motor & Condenser Fan Motor - HP - RPM - SPD Fan Motor - Amps Fan - DIA - CFM Motor & Evaporator Blower Motor - HP - RPM - SPD Blower Motor - Amps CFM Cooling & E.S.P. w/Filter (Rated - Wet Coil) Filter Sizes (inches) STD Shipping Weight - LBS. MODELS Electrical Rating - 60 HZ Operating Voltage Range Compressor - Circuit A Voltage Rated Load Amps Branch Circuit Selection Current Lock Rotor Amps Compressor Type Fan Motor & Condenser Fan Motor - HP - RPM - SPD Fan Motor - Amps Fan - DIA - CFM Motor & Evaporator Blower Motor - HP - RPM - SPD Blower Motor - Amps CFM Cooling & E.S.P. w /Filter (Rated - Wet Coil) Filter Sizes (inches) STD Shipping Weight -- LBS. Form No. S3359 -1106 Supersedes S3359 -206 SH261 -A 230/208 -1 197 -253 230/208 10.8/13.5 13.5 56/56 Scroll 1/5-1050-1 1.5 20" -1900 1/5-850-2 1.4 800 - .10 16 x 30 x 1 365 I Specifications 3 -1/2 through 5 Ton SH431 -A 230/208 -1 197 -253 230/208 18.2/21.7 21.7 104/104 Scroll 1/3-825-2 2.5 24" -2900 1/4-800-3 1.9 1300 -.15 20 x 30 x 1 510 SH261 -B 230/208 -3 197 -253 230/208 7.5/9.3 9.3 45/45 Scroll 1/5-1050-1 1.5 20" -1900 1/5-850-2 1.4 800 -.10 16x30x1 365 SH431 -B 230/208 -3 197 -253 230/208 12.7/15.1 15.1 88/88 Scroll 1/3-825-2 2.5 24" -2900 1/4-800-3 1.9 1300 - .15 20 x 30 x 1 510 SH261 -C 460 -3 414 -506 460 4.7 4.7 22.4 Scroll 1/5- 1050 -1 1.1 20" -1900 1/5-850-2 .65 800 -.10 16 x 30 x 1 365 SH431 -C 460 -3 414 -506 460 7.0 7.0 44 Scroll 1/3-825-2 1.1 24" -2900 1/4-800-3 1.3 1300 - .15 20 x 30 x 1 510 SH311 -A 230/208 -1 197 -253 203/208 13.9/16.7 16.7 67/67 Scroll 1/5- 1050 -1 1.5 20" -1900 1/5-850-2 1.4 800 -.10 16 x 30 x 1 380 SH491-A 230/208 -1 197 -253 230/208 21.5/26.7 26.7 129/129 Scroll 1/3-825-2 2.5 24" -2900 1/4-800-3 1.9 1250 -.20 20 x 30 x 1 510 SH311 -B 230/208 -3 197 -253 230/208 9.6/11.5 11.5 55/55 Scroll 1/5-1050-1 1.5 20" -1900 1/5-850-2 1.4 800 - .10 16x30x1 380 SH491 -B 230/208 -3 197 -253 230/208 14.4/17.9 17.9 91/91 Scroll 1/3-825-2 2.5 24" -29000 1/4-800-3 1.9 1250 - .20 20 x 30 x 1 510 SH311 -C 460 -3 414 -506 460 5.3 5.3 27.0 Scroll 1/5 -1050- 1.1 20" -1900 1/5-850-2 (' 1/4-800-3 .65 800- .10j:1100 -.15 16 x 30 x 380 510 I€ St gTOFt 510 DEPT. OF P AN INDUS wit S H491 - C � S REVIEW S SH64�611 -B 460 -3 14 -506 4 460 9.0 9.0 46 Scroll 1/3-825-2 1.1 24" -2900 1/4-800-3 1.3 1250 - .20 20 x 30 x 1 510 SH381 -A 230/208 -1 197 -253 230/208 15.3/19.5 19.5 88/88 Scroll 1/3-825-2 2.5 24" -2900 23 1.9 Ir 1.9 20x30x ii Ox30x1 -12 2 D"L , y7 $ 19 -253 197-253 414 -506 SUBJECT TO P /F2 t 730/25 CODE 460 31/36 21/23 11.3 36 23 11.3 148/148 137/137 62 Scroll Scroll Scroll 1/3-825-2 2.5 24" -2900 1/4-800-3 1.9 1350 - .20 20 x 30 x 1 520 SH381-B 230/208 -3 197 -253 230/208 10.3/13.0 13.0 77/77 Scroll 1/3-825-2 2.5 24" -2900 1/4-800-3 1100 - .15 1/3-825-2 2.5 24" -2900 1/4-800-3 1.9 1350 - .20 20 x 30 x 1 520 SH381 -C 460 -3 414 -506 460 6.2 6.2 39 Scroll 1/3-825-2 1.1 24" -2900 1/4-800-3 1.3 1100 - .15 20 x 30 x 1 SH611 -C 460 -3 1/3-825-2 1.1 24" -2900 1/4-800-3 1.3 1350 -.20 20 x 30 x 1 520 Electrical Specifications Models Rated Volts, HZ and Phase No. of Field Power Circuits Single Circuit Dual Circuit Minimum Circuit Ampacity O Maximum External Fuse or Circuit Breaker 0 Field Power Wire Size m Ground Wire Size ® Min. Circuit Ampacity0 Max. Circuit Exterior Fuse or Crt. Bkr.m Field Power Wire Size® Ground Wire Size® Ckt. A CkL B Ckt. Al Ckt B Ckt. Al Ckt. B Ckt. Al Ckt. B SH261 -A00, AOZ 230/208 -60 -1 1 22 30 10 10 -A04 230/208 -60 -1 1 43 50 8 10 OD -A08' 230/208 -60 -1 1 48 50 8 10 SH261 -B00, BOZ 230/208 -60 -3 1 17 25 10 10 -B06' 230/208 -60 -3 1 35 40 8 10 SH261 -000, COZ 460 -60 -3 1 10 15 14 14 -006' 460 -60 -3 1 18 20 12 12 SH311 -A00, AOZ 230/208 -60 -1 1 26 35 8 10 1 -A04 230/208 -60 -1 1 48 50 8 10 CD -A08' 230 /208 -60 -1 1 48 50 6 10 SH311 -B00, BOZ 230/208 -60 -3 1 20 30 10 10 -B06* 230 /208 -60 -3 1 38 45 8 10 SH311 -000, COZ 460 -60 -3 1 11 15 14 14 ---;•;.:4:= 460 -60 -3 1 19 20 12 12 : I ! f :n' 230 /208 -60 -1 1 31 45 8 10 �'�' 230/208 -60 -1 1 or 2 57 70 6 8 31 26 50 ! 30 8 10 10 10 s -.r: - . „. .... ..� :..;s "'t,^ts- - 6`ZEi ., '•' ... .. -A10 <t:cs V:• -r: Fes:'. 230 /208 -60 -1 :',...� d'^ 1 or 2 n� z ° w •P - »° . 83 . r” 0 - . 90 w..� 4 .. 3 "�. 8 ^. - 31 -, e • 52 } 5 . 50 60 _ ....a. . r� n� 8 6 , .'finY 10 1 10 e .. y. -. ,. . r< ...ii SH381 -B00, BOZ 230 /208 -60 -3 1 23 35 10 10 -806' 230/208 -60 -3 1 41 45 8 10 -B09' 230 /208 -60 -3 1 50 50 6 10 SH381 -000, COZ 460 -60 -3 1 13 15 14 14 I -006' 460 -60 -3 1 21 10 j -009' 460 -60 -3 1 25 30 10 10 SH431 -A00, AOZ 230/208 -60 -1 1 34 50 -A05 230/208 -60 -1 1 or 2 60 70 34 26 50 I 30 10 10 -A08 230 /208 -60 -1 1 or 2 76 80 co 34 42 50 I 45 CO 03 10 j 10 -A10 230/208 -60 -1 1 or 2 86 90 34 52 50 I 60 10 j 10 6 DA1 O' 230 /208 -60 -1 1 or 2 60 70 34 52 50 1 60 10 j 10 SH431 -B00, BOZ 230 /208 -60 -3 1 25 35 8 10 j • -B06' 230 /208 -60 -3 1 43 50 8 10 -B09' 230 /208 -60 -3 1 52 60 6 10 SH431 -000, COZ 460 -60 -3 1 14 20 12 12 j -006 460 -60 -3 1 22 25 10 10 -009* 460 -60-3 1 22 30 10 10 1 j SH491 -A00, AOZ 230 /208 -60 -1 1 40 60 j -A05 230/208 -60 -1 1 or 2 66 70 40 26 50 j 30 8 10 10 j 10 -A08 230 /208 -60 -1 1 or 2 82 90 co 40 42 50 I 45 8 8 10 i 10 -A10 230 /208 -60 -1 1 or 2 92 100 40 52 50 ' 60 8 GT O 0 10 6 OA10' 230/208 -60 -1 1 or 2 66 80 40 52 50 & OF !ASHIf GJS 1I S 10 ti SH491 -Boo, BOZ Bos' 230/208 60 -3 230/208 -60 -3 1 1 29 47 45 10 10 10 DEPT. F LA FAS PLAt N110 REVIEW SECTION -B09* 230/208 -60 -3 1 57 10 j A'PRG� Fn SH491 -000, COZ -006 460 -60 -3 460 -60 -3 1 1 16 24 12 10 j AF p (� (�(�}� R 2 `?' 7008 -009' 460 -60 -3 1 29 30 10 10 • SH611 -A00, AOZ 230 /208 -60 -1 1 52 60 Uf JECT 10 CODE AOS 230/208-60-1 1 or 2 74 52 26 60 A F. EL� INSWECTIabl 10 -A08 230/208-60-1 1 or 2 88 52 42 60 � 6 ! 8 10 i 10 -A10' 230 /208 -60 -1 1 or 2 98 120 52 52 60 i 60 6 1 6 10 1 10 ®-A20 230/208-60-1 1 or 2 110 120 N 58 52 60 • 60 6 6 10 j 10 SH611- B00,BOZ 230 /208 -60 -3 1 36 50 10 -B09' 230 /208 -60 -3 1 60 70 8 SH611 -000, COZ 460 -60 -3 1 18 25 10 r -009' 460 -60 -3 1 32 35 10 I These heater KW sizes available in dehumidification models. These electrical ratings also apply to dehumidification models unless listed separately and marked with footnote CD. O These "Minimum Circuit Ampacity" values are to be used for sizing the field power conductors. Refer to the National Electrical Code (latest version), Article 310 for power conductor sizing. Caution: When more than one field power circuit is run through one conduit, the conductors must be derated. Pay special attention to note 8 of Table 310 regarding Ampacity Adjustment Factors when more than three (3) conductors are in a raceway. ® Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. © Based on 75 °C copper wire. All wiring must conform to the National Electrical Code and all local codes. +O Maximum KW that can operate with the heat pump on is 10KW O Maximum KW that can operate with the heat pump on is 5KW © Maximum KW that can operate with the heat pump on is 4KW. IMPORTANT: While this electrical data is presented as a guide, it is important to electrically connect properly sized fuses and conductor wires in accordance with the National Electrical Code and all local codes. Form No. S3359 -1106 Supersedes S3359 -206 Indoor Blower Performance - CFM at 230 or 460 Volts ESP in Inches Water Column SH261, SH311 SH381 SH431, SH491 SH611 High Speed Dry/Wet Coil Low Speed Dry/Wet Coil High Speed Dry/Wet Coil Med. Speed Dry/Wet Coil Low Speed Dry/Wet Coil High Speed Dry/Wet Coil Med- Speed DryNVet Coil Low Speed Dry/Wet Coil High Speed Dry/Wet Coil Med. Speed Dry/Wet Coil Low Speed Dry/Wet Coil .0 1050/1000 950/900 1625/1475 1425/1325 1125/1100 1700/1550 1475/1375 N/A 1700/1600 1475/1425 N/A .1 900/850 840/800 1475/1350 1325/1200 1100/1000 1550/1400 1375/1250 N/A 1550/1500 1375/1350 N/A 2 750/700 700/650 1350/1150 1200/1025 1000/850 1400/1250 1250/1100 N/A 1400/1350 1250/1200 N/A Electric Heat Table - Refer to Electrical Specifications for Availability by Unit Model Nominal KW At 240V (1) At 208V (1) At 480V (2) At 460V (2) Kw 1-Ph Amps 3 -Ph Amps Btuh Kw 1 -Ph Amps 3-Ph Amps Btuh Kw 3-Ph Amps Btuh Kw 3-Ph Amps Btuh 4.0 4.0 16.7 6 13,652 3.00 14.4 EHWH38 -B06 EHWH38 -B09 10,239 EHWH42 -006 EHWHO5A -009 6 9 SH431 SH491 EHWH49 -A05 EHWH49 -A08 EHWH49 -A10 5 8 10 EHWH49 -B06 EHWH49 -B09 5.0 5.0 20.8 SH611 17,065 3.75 18.0 Ut_" 9 12,799 9 EHWH38DA10 10 6.0 6.0 SH431D, SH491D 14.4 20,478 4.50 9 12.5 15,359 6.0 7.2 20,478 5.52 6.9 18,840 8.0 8.0 33.3 27,304 6.00 28.8 20,478 ;r 10.8 30,717 8.28 10.4 28,260 10.0 10.0 41.7 34,130 7.50 36.1 25,598 Heat Pump Models -A00 Models 230/208 -1 -BOO Models 230/208 -3 -000 Models 460 -3 Heater Model # KW Heater Model # KW Heater Model # KW SH261 EHSH31 -A04 EHSH31 -A08 4 8 EHSH31 -B06 6 EHSH31 -006 6 SH311 EHSH31 -A04 EHSH31 -A08 4 8 EHSH31 -B06 6 EHSH31 -006 6 SH381 EHWH38 -A05 EHWH49 -A08 EHWH49-A10 5 8 10 EHWH38 -B06 EHWH38 -B09 6 9 EHWH42 -006 EHWHO5A -009 6 9 SH431 SH491 EHWH49 -A05 EHWH49 -A08 EHWH49 -A10 5 8 10 EHWH49 -B06 EHWH49 -B09 6 9 EHWH42 -006 EHWHO5A -009 STATE OF WASHI 6 9 )4GTON INDUSTRIES SH611 EHWH61 -A05 EHWH61 -A08 EHWH61 -A10 EHWH61 -A20 5 8 10 2 0 EHWH49 -B09 Ut_" 9 I. Lt- LAtSUFt AIVL) FAQ1 Pip�R n nn r) 11 ')nnn Heat Pump Models -A00 Models 230/208 -1 -BOO Models 230/208 -3 -000 Models 460 -3 Heater Model # KW Heater Model # KW Heater Model # KW SH261D EHSH31 -A04 EHS H31 -A08 4 8 EHSH31 -806 6 EHSH31 -006 6 E HS H31-A04 4 SH311D EHSH31-A08 8 EHSH31 -B06 6 EHSH31 -006 6 EHWH38D606 6 EHWH42 -006 6 SH381D EHWH38D809 9 EHWH38DC09 9 EHWH38DA10 10 SH431D, SH491D EHWH49DA10 10 EHWH49DB06 9 EHWH49DC09 9 SH611D EHWH61DA10 10 EHWH61DB09 9 EHWH61DC09 9 • Above data is with 1" standard disposable or 1" washable filter • For optional 2" pleated filter - reduce ESP by 0.08 in. • Recommended (factory connected ) motor speed for ducted installation: SH261, SH311, SH381: Medium Speed SH431, SH491, SH611: High Speed • Reconnect to next lower speed for free blow (non- ducted) installation. (1) These electric heaters are available in 230/208V units only. (2) These electric heaters are available in 480V units only. Heater Packages - Field Installed, For Standard (Non- Dehumidification) Models • Designed for adding Electric Heat to 0 KW Units • Circuit Breaker Standard on All Models Heater Packages - Field Installed, For Dehumidification Models On /yuBJEcT TO CODE AN@ffiE-LD INSPEC T ION • Designed for adding Electric Heat to 0 KW Units e Circuit Breaker Standard on All Models Form No. S3359 -1106 Supersedes S3359 -206 D....., 1n.,0 - • UL Listed • CUL Listed • UL Listed • CUL Listed N/A = Not Applicable 8403 -060 Temperature & Humidity Controller Features: • Programmable (7 -day or 5 +2) or non - programmable • Auto or manual changeover • Heat/Cool or Heat Pump • 1 or 2 -stage compressors • Up to 3 -stage Cool /3 -stage Heat • Humidity control (when configured for non - economizer) • Compatible with CS2000A1 Energy Monitor (operates as non - programmable) • Dedicated ventilation output • Menu driven display for ease of use • Can display space humidity whether actively controlling it or not • Outdoor sensor option, Bard PN 8403 -061, can be used to: o Limit minimum outdoor temperature for cooling operation o Limit minimum outdoor temperature for heat pump operation o Inhibit electric heat operation for heat pumps above selected outdoor temperature • Remote indoor sensor option, Bard PN 8403 -062, can be used to: o Use remote indoor sensor only (Controller Rev. 1.2 or higher) o Average remote indoor sensor and on -board sensor • Service information tracking cumulative run time or calendar time o Air filter, humidifier, UV lamp, air cleaner • Selectable temperature range maximum heat and minimum cool • Test mode screen - -- manual operation of all outputs without having to raise /lower setpoints • Service Information screen: o Input status o Temperature status o System status • Security Lockout options: o Temperature adjust only o Adjust temperature and mode only o Total keypad lockout • Backlight options: 30, 60, 90, 120- seconds or Continuous • Size: 6.25L x 4.25H x 1.25D (inches) • Terminals for HVAC: C, R, G, D /Y0, Y1, Y2, W1 /E, W2, 0 /B, A, L • Terminals for Optional Sensors (10K -ohm): o Outdoor -- -GND, OD; Remote Indoor -- -GND, ID • Horizontal mount • Off -white color STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPROVED APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION F1860 -407 June 12, 2008 • Mr. Alien Johannessen City of Tukwila Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -8548 Dear Mr. Johannessen: • Project: Tukwila School District Portables - Foster High School Our File No. 208004.10 Subject: Response to Building Division Review Memo, Permit No. D08 -199 This letter is in response to your comments dated April 30, 2008, regarding the above referenced project. The comments below are in the same format as was provided in your comment letter. Our responses are shown in bold after each comment. 1. The portable buildings typically are regulated and inspected by L & I. Please identify on the plans all related inspections not covered by Labor & Industries, typically inspections related to the marriage line connections. Specify the type of inspections or (if required) special inspections. Response: All inspections, except the marriage line inspection, will be performed by Labor & Industries. We will require a marriage line inspection to be performed by the City of Tukwila. 2. Revise the windows shown on the floor plan on page 3 and the table reference to show the required tempered windows adjacent to the doors. Response: Windows along the ramps will be fitted with safety glass. Windows not along the ramps are greater than 2 feet from the door and will be fitted with standard glass. See Ramp Plan for orientation. 3. The plans submitted show a wood constructed ramp and stair system for the portables. However, included with the plan documents are plans and specifications showing a metal frame ramp and stair system by `Welcome Ramp Systems." Please clarify and show on the plans which system shall be used for the portable building installation. Response: Please disregard the "Welcome Ramp" plans and details. The typical ramp and stair plans and details for the Foster High School portables are located on Sheet 6 of the portable plans. CORRECTION LTR� DOS- 19 RECEIVEr JUN 12 2008 PERMIT CENTEi - Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA 2215 North 30th Street Suite 300 Tacoma, WA 98403 -3350 253.383.2422 TEL 253.383.2572 FAx www.ahbl.com Mr. Allen Johannessen June 12, 2008 Page 2 Per your conversation with Sheri Greene, this letter will meet your requirements for re- submittal and revised plans are not required. If you have any questions, please call me at (253) 383 -2422. Sincerely, � e n M. Comfort, P Principal SMC /Isk c: Calvin Gasaway, Greene - Gasaway Architects, PLLC Q :\ 2008\ 208004 \WORDPROC \LETTERS \20080612_Ltr_(CommResp Johannessen)_208004.10.dooc w • • June 6, 2008 Sheri Greene 2215 North 30 Street, #300 Tacoma, WA 98403 RE: CORRECTION LETTER #1 Development Application Number D08 -199 Foster High School Portable — South — 4242 South 144 Street Dear Ms. Greene This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -199 • CiIy of Tukwila P:\Pennit Center\Correction Letters \2008\D08 -199 Collection Ltr #1.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: April 30, 2008 Project Name: Foster HS South Portable Permit #: D08 -199 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The portable buildings typically are regulated and inspected by L & I. Please identify on the plans all related inspections not covered by Labor & Industries, typically inspections related to the marriage line connections. Specify the type of inspections or (if required) special inspections. 2. Revise the windows shown on the floor plan on page 3 and the table reference to show the required tempered windows adjacent to the doors. 3. The plans submitted show a wood constructed ramp and stair system for the portables. However included with the plan documents are plans and specifications showing a metal frame ramp and stair system by "Welcome Ramp Systems ". Please clarify and show on the plans which system shall be used for the portable building installation. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. RECEIVED 'APR 3 0 2000 COMMUNITY DEVELOPMENT City of Tukwila 6300 Southcenter Blvd #100 Tukwila WA 98168 Don Aye FAS plans Examiner Electrical Plans Examiner Dept. of Labor & Industries Specialty Compliance Services Division Factory Assembled Structures P/O Box 44430 Olympia WA 98504 -4430 Ph. (360) 902 5223 • — • STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Factory Assembled Structures PO Box 44430 • Olympia, Washington 98504 -4430 Building Department, These plans and calculations have been reviewed by the Department of Labor & Industries, Factory Assembled Structures Section, State of Washington, for compliance with applicable codes and standards. The plans are being provided to you as a courtesy, for inspection purposes, because the manufacturer of this building has indicated it will be located within your jurisdiction. If you have questions or inquiries please contact; ACTIVITY NUMBER: D08 -199 DATE: 06 -12 -08 PROJECT NAME: FOSTER HIGH SCHOOL PORTABLE - SOUTH SITE ADDRESS: 4242 S 144 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: () Bui t,� .Ij g Ivls Public Works S PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: U n Planning Division Permit Coordinator DUE DATE: 06-1 7 -08 n No further Review Required DATE: Not Applicable DUE DATE: 07 -15-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 199 DATE: 04 -18 -08 PROJECT NAME: FOSTER HS SOUTH PORTABLE SITE ADDRESS: 4242 S 144 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ed ir -0/ Bui ing I1 'vision Public Works Structural Nii1A 44- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 OPEaMir COORD CON 4111 PLAN REVIEW /ROUTING SLIP Fire K-„14 revention Incomplete n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Plann ng Division Permit Coordinator No further Review Required n DUE DATE: 04-24-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 0522-08 APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Not Approved (attach comments) r Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: '" / O Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • 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 /g-,,9-on d Plan ChecWPermit Number: D08 -199 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: FOSTER HIGH SCHOOL PORTABLE - SOUTH Project Address: 4242 South 144 Street Contact Person: Sheri Greene Phone Number: c:25 Summary of Revision: 1E 1VED CITY OF TtdKW1LA JUN 121008 RL GiNTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision , D Received at the City of Tukwila Permit Center by: E ntered in Permits Plus on \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: I -c Pw� 7u"+ �} � I; { !1 r1+.' �w�v. ) ,,, �ti ' � P u1,tti',,) . , 'V M�Ca,, 1 '�? ' n Y 1 r,= ,/'[�' �: ..„ ” 7 i.. >> - " , : � � v•. » -^ ,; ., � r r^� .., :, o , e S T-�, --^ ^' 1I �' ` ^ ∎L4, S(�, ,,,,r.�,,!,J .., � � , j� 4 . •.n ( - .4481V5 •., L 9.,, A�1� —, 4 - ., Address: 444 , /L/ /n ewt c Address: 5— A ) , c• :t .�s= � .. ,, i 'a e & /t Phone: ) _ Phone: ■ j I,AiY59r.7 Zoti ME{l:tirrncei^:7H31P.P1 LV_cLli.A: tirt.Nx?1,*t- s:� . "�rt _T'f':.',Kl n x ST • I�'�w INVONNio Site address (attach map and legal description showing hydrant location and size of mein): 14-4' `,3f (2)/i1 This certificate is for the purposes of El _ Building Permit ❑ Preliminary Plat ❑ Short Subdivision ( Co Building Permit ❑__Rezone ID Other Estimated n mber of service connections and water meter size(s): V/ Vehicular distance from nearest hydrant to the closest point of structure is 1 10 ft. Area is served by (Water Utility District): Ownel7/Cgent i 1 �1rrp v.TJ2,0 ° 71 . u ,�� 7.7.:i� :'C�a [ .'_.I,r 77-177; `... : ,gi;?1;1��1' J -vt'Il 1, �,v:r.ti,I �M� trEbr nn_I,J! ' „k 6:�4'��.i.u, I� "Se ta�� �11t, jr 1 ai i7.,t..faiu air.:- ,�L.;i,J 1. 2. The proposed project is within No 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: (Use separate sheet N more room is needed) 4, Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / '7.5 5 gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water vallability: Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the Improvements In Item B-2 are met. 0 System is not capable of providing service to this project. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 attire Lt.9. -5 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district I hereby certify that the above information is true and correct. Agency 1phone � By z�.�:• F 2=42---76€17 Permit Center /Building Division. 2136 - 431 - 3670 Public Works Department: 206 -433 -0179 Planning Division: 206 - 431 -3670 PERMIT NO.: Date This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availabiity" \applications \water availability (7 -2003) Printed: 9-18-03 (City /County) RECEIVED CITY OF TUKWILA PERMIT CENTER 03/19/08 WED 13:44 [TX /RX NO 6920] 111 Date 6 .3 - '2_/ • -c "1) Attachment to • Certificate of Water Availability King County Water District No, 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1 . This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date S/90A7 District Representative ,y1,( if Date 3 - z. t - off 03/19/08 WED 13:44 [TX /RX NO 6920] License Information License CONSTCL982D6 Licensee Name CONSTRUCT COMPANY LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602170577 Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 1621 PEASE AVE Address 2 City SUMNER County PIERCE State WA Zip 98390 Phone 2538262050 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/26/2002 Expiration Date 4/1/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MORSE, CY PARTNER/MEMBER 03/26/2002 Look Up a Contractor, Electron 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 #3 Bond Company Name TRAVELERS CAS & SURETY CO Bond Account Number 105013266 Effective Date 03/26/2008 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 02/20/2008 TRAVELERS Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= CONSTCL982D6 06/25/2008 SHEET INDEX SHEET NO. SHEET TITLE C1.1 COVER SHEET C2.1 T.E.S.C. PLAN C2.2 DEMOU11ON PLAN C2.3 T.E.S.C. DETAILS C3.1 GRADING, DRAINAGE & PAVING PLAN C4.1 NOTES & DETAILS C4.2 NOTES & DETAILS PUBLISHED ELEVATION 287.900' TBM #1 PER AHBL 03-08 IN PARKING AREA LOT SURVEY MAC AND TAG, POINT #103 ELEV = 286.195 s tstS3 Th, F1- 288.07 12' com S riw2SR37 1' PF„ S iP�28208 10 PC Yrn2SS.Sf2 q ty I BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE KING COUNTY AND CITY OF SEATTLE HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS SNH -019 AND 3457. POINT NO. SNH-019 N= 175798.724 E= 1277107.789 AT THE INTERSECTION OF 24TH AVE S WI S 146TH ST. POINT NO.3457 N= 1790888.426 E= 1279798.489 AT THE INTERSECTION OF 32ND AVE S W/ S 136TH ST. A UNE BETWEEN THE TWO FOUND MONUMENTS BEARS NORTH 3916'49' EAST. LEGAL DESCRIPTION PER RECORDS OF KING COUNTY ASSESSOR A PORTION OF LESS COUNTY ROADS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 TUKWILA SCHOOL DISTRICT PORTABLES - FOSTER HIGH PORTABLES A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 15, T23 N, R4 E WM KING COUNTY, WASHINGTON �. 1 ENV l S . I x +; 6w Ili G Ala � 311164 4A Mr �.r El r 1E RE Hike ti/ Fit THE WEST 500 FEET OF THE SOUTH 629.84 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER LESS THE WEST 190 FEET OF THE EAST 565 FEET OF THE SOUTH 320 FEET OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN. VERTICAL DATUM NAVD 88 CITY OF SEATTLE VERTICAL BENCHMARK NO. 93V -902 (815) COPPER PIN IN CONCRETE AT INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH, 114 1 -- egy 10" SNP 3E ONE Z9W tEco227.72 717 10 st 278.60 PCS'SiSE Sr ?PP s E.111. SW 1 sa � 12" 142ND 8T, FP 2a$sa CONSTRUCTION SEQUENCE 1. THE CONTRACTOR WILL FLAG THE CLEARING/PROJECT UMITS. 2. ARRANGE AND ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF TUKWILA OFFICIALS. 3. CONSTRUCT ALL TEMPORARY EROSION CONTROL BMPs. CONSTRUCT SILT FENCE ACCORDING TO THE PLAN. INSTALL INLET SEDIMENT PROTECTION IN EXISTING CATCH BASINS. 4. DEMOLISH EXISTING SITE FEATURES INDICATED FOR REMOVAL THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY 5. MAINTAIN iiOSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 6. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE PLAN. 7. PLACE PORTABLE UNIT. 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT, AS SITE CONDITIONS CHANGE, THE EROSIONS AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE PIERCE COUNTY MINIMUM REQUIREMENTS. 9. FINAL GRADE SITE, CONSTRUCT FINAL SURFACING TREATMENTS. INSURE SURFACE WATER IS POSITIVELY DIRECTED TOWARD PROPOSED STORMWATER CONTROL FACILITIES. 10. REMOVE THE REMAINING TEMPORARY EROSION CONTROL ITEMS ONCE SITE HAS BEEN STABILIZED AND UPON APPROVAL (' � -ems• 8.0 0 GRAPHIC SCALE 40 0 20 40 50 ( ) 1 inch = 40 ft. CiViL ENGINEER/ SURVEYOR AHBL INC., ENGINEERS, PLANNERS AND SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA. 98403 CONTACT: SEAN COMFORT PHONE (253) 383 -2422 FAX: (253) 383 -2572 STANDARD CONSTRUCTION NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CAWNG 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TiED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITiEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929, 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. OWNER TUKWILA SCHOOL DISTRICT 4640 S 144TH ST. TUKWILA, WA 98168 CONTACT: BILL VANDEBOGERT PH: (206) 901 -8000 FAX (206) 901 -8016 TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. UTILITIES WATER: PHONE SEWER: PHONE ELECTRIC: SEATTLE CITY LIGHT PHONE 206 -684 -3000 GAS: PROJECT DESCRIPTION THIS PROJECT INVOLVES THE INSTALLATION OF TWO PORTABLE STRUCTURES, EACH CONTAINING TWO CLASSROOMS. EACH STRUCTURE WILL COVER 1792 SF PLUS A COMBINED 689.5 SF FOR THE ACCESS RAMPS. THE PROPOSED PORTABLES AND RAMPS WILL BE PLACED ON THE EXISTING SOCCER FIELD. THE NEW WALKWAYS ACCESSING THE PORTABLES TOTALING 1297 SF WILL BE CONSTRUCTED. THE TOTAL IMPERVIOUS SURFACE FOR THE PROJECT IS 5571 SF. THE PORTABLES WILL BE LOCATED ON AN EXISTING SOCCER FIELD THAT LIES EAST OF THE NORTHWEST PARKING LOT. NO EXISTING STORMWATER FLOWS BE WILL BE ALTERED OR REDIRECTED. SITE ADDRESS 4242 S 144TH STREET TUKWILA, WA 98168 SITE DATA TOTAL SITE AREA = 24.64 ACRES CURRENT IMPERVIOUS AREA = 15.78 ACRES (64.04 %) PROPOSED ADDED 2008 IMPERVIOUS = 0.13 AC. (5571 SF) INCREASE = 0.005% PARCEL #1523049108 KING COUNTY WATER DISTRICT 125 206 -242 -9547 VALLEY VIEW SEWER DISTRICT 206 - 242 -3236 PSE 1- 888-225 -5773 PHONE QWEST PHONE: 1-800-244-1111 CABLE: COMCAST PHONE 1- 877 -824 -2288 UTILITY NOTE TRENCH NOTE FILL SPECIFICATION MECHANICAL/ ELECTRICAL HULK BHU CROSS CONSULTING ENGINEERS 2407 NORTH 31st STREET, SUITE 200 TACOMA, WA. 98407 CONTACT: BRAD HALL PHONE (253) 383 -3257 FAX: (253) 383 -3283 SITE DATA CUT = 460 C.Y. FILL = 5 C.Y. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL MAKE THEIR OWN QUANTITY DETERMINATION. 05dgq THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11U11ES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW. FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. EP? RATE PERMIT REQUIRED FOR: U echanical Lr Electrical q Plumbin Gas Piping City of Tukwila BUILDING DIVISION x x D P G LEGEND EXISTING 0 0 FDC 0 0 a WV ix __ ___ _410- - -,-. CATCH BASIN ARE HYDRANT STORM MANHOLE LIGHT POLE YARD LIGHT Plar review approval is subject to errors end om Approval of constriction documents does not at FIRE DEPARTMENT CONNEC11OPe violation of ably adopted o de or ordinance. of approved Fiel . f • • and conditions is acknov B /2 L / WATER VAULT IRRIGATION CONTROL VALVE BOLLARD SIGN GAS METER DECIDUOUS TREE WATER VALVE CONTOUR VICINITY MAP SCALE: 1 ' FENCE UNE STORM DRAIN UNE SAN. SEWER LINE BURIED POWER UNE WATER MAIN GAS UNE REVISIONS No changes shall nie ade to thr' SCOt?P of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan stihrnitlal and may include additional plan re\'iPw lees PROPOSED D 410 ADA ACCESSIBLE PATH SILT FENCE x x CB INLET PROTECTION ON -SITE CLEARING UMITS CEMENT CONCRETE PAVEMENT CRUSHED ROCK GRAVEL PAD ASPHALT CONCRETE PAVEMENT TEMPORARY BENCH MARK FE 0..E No. � - ice Permit � FOSTER HIGH SCHOOL SITE City of Tukwila BUILDING DIVISION ki.96iEVgt.3 FOR-- O CODE COMPLIANCE APPROVED JUN 2, 3 2000 t Of Tit tia RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER ssions. dip 1Ced: Project Title: Client: Job No. Issue Set & Date: 208004.10 FOSTER HIGH SCHOOL 2008 PORTABLES GREENE- GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253- 941 -4937 PERMIT SET March 31, 2008 Revisions: Sheet Title: Designed by: WJF Sheet No. REUSE OF DOCUMENTS pas OOOIENT HAS TEEN SftED FaEC1RcNGIILY H ACCMNIEE onu LAO I90-23 -010 MID ONP0R 1934 Mt LliALMICREED TER'��� DCOLIENE MONT Nr CERI)FG111@I AN1 SZNATURE. Of WAS AND DESIGNS INC080RA1ED TERM AS AN lsiPoAEIIr DP F LESSER& IS IlE PRDPERTY OF . AN N MD IS NOT 10 FIE um, @i THOLE OR FN PMT. FOR ANY OTTER ER9ECT'MUT IRMA AUIRERlZATTON OF NISI. COVER SHEET V01-1111 C1.1 1 of 7 Sheets TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEl. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2062672425 TEL Drawn by: Checked by: CMV SMC CD CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 TUKWILA SCHOOL • !STRICT PORTABLES-FOSTER HIGH PORTABLES A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 15, T23 N, R4 E WM KING COUNTY, WASHINGTON 28.00' 5.00' n THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PORTABLE 2 RAMP DETAIL SCALE r=5' 1 1/2 x 1 1/2 x 5/32 (TYP) 3'X1 -1 v X .125 AL SEE COAL 7 _ - ::3 SOWS CONNECTION DETAIL PPOET SUPPORT 1 1/Y SQ,1/8' RAIL 7HlCK. 608376 HOES PER �`,- 3� � I 1 1/2'x 1 1/2'x.125 AL _ ANGLE HOLD DM FOR TREAD. BOLT AT MIDDLE -SHAPE GRADE 5 1 BOLTS. 1:12 = 5LOPE. TYP. ■ � : :� :rr� SEE SECTION C 1� CPTIONAI L 1.4 SEE SECTION C ART CN CENTER. ALL HANDRAIL ANCHORS. 4.58 4 -11' FOR 10' RAMP SECTION 3' -11' FOR 8' RAMP MORON MELD EXTRUDED T-BAR SHAPE ON ENDS OF EACH RAMP SECTION USE (3) (GRADE 5) 1 1/2' EQUAL SPACED BOLTS 111154 JOHNS RAMP SECTIONS TOGETHER. NTS TYPICAL PROFILE VIEW (INSTALLED WITH GUARDRAIL) SCALE: NTS 1/2' SQ. TUBE. 1/8' THEMES% 806316 1 1/2' x 11/2 x .120' SQ OROSS SEE DETAIL 5 EMBER a MIDDLE OF EACH RAIIMC110.4. MELD TO LEG POCKETS AND BOTTOM CN EXTRUDED L-BAR SHAPE. 3` x 1 -1/2' X .125 AL. PLATT: w/YECH SCREWS MORAL ADOITIONAL 515' PLATFCRM/S. 7 Il WELCOME RAMP SYSTEMS INC. ACCESS RAMP PLATFORM DAIL 06/19/2007 BY: CG /JS SHEET JOB NUMBER: 5 OF 6 4ted [.1NRDR. . I,. WAIN. xrv. ..1 - ] • .1117 a4Ja • DETW 5 LfOiL r - SCaLf;: 3 -I' .- TL9Fnom MAX 6 gale( FOa H6K GLC sepaM ScA r 3_ -l_ S /15 WEl tOteE RAMP SYS ".5 INC CC /rS SHEET FNiADA5G CSISIECT 1. (SF S a 53H6 x 1-3/CA.-3/Alt 2.3" AL l+6LC MIN ($J SIB" (1(5 SalY5 SIFD P551. WUD IWISSAL ID FRCS AL. OEINL. 3 *WAD. SCLLB In .1' 5"-.3" & -o ore r ACCESS RA STAIR DLTAILS & DETA S 1 -7 P0b 5 OF 5 Ka1t rk CODE COMPLIANCE APPROVED JUN 2 3 2088 City Of - Tukwila BUILDING 5014 RECEIVED CITY OF TUK'NILA APR 1 8 2008 PERMIT CENTER Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA - SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL Pro ject Title: Client: Job No. FOSTER HIGH SCHOOL 200E PORTABLES Issue Set & Date: A A A Revisions: Sheet Title: Designed by: WJF Sheet No. GREENE- GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 -941 -4937 208004.10 RAMP PLAN APRIL 18, 2008 RAMP PLAN Drawn by: Checked by: NH SMC R2.0 1 of 1 Sheets GENERAL NOTES ES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. JOB SITE ADDRESS: 4242 S 6 44th ST L KWO A, WA 9 OWNER NAME: - UKWOLA SCHOD COUNTY: KONG 12 B EET G n) DSTRICT GENERAL: PLUMBING: ELECTR I CAL: MECHAN I CAL: ®ESOGN CRDTE RDA CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCY LOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURES ELECTRIC SERVICE LOAD VENTILATION OCCUPANCY LOAD CLIMATE ZONE HEATING AIR - CONDITIONING FRONT= REAR: LEFT= RIGHT: STRUCTURAL: ROOF LIVE LOAD P = 20 P = 1.0 C = 1.0 I 1.0 C 1.2 VB (NON- SPRINKLERED) E 84 10' MIN. 10' MIN. 10' MIN. 10' MIN. 0 0 225 AMP 1 PH. 84 ZONE 2 SPV /HP YES 30 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD 110 MPH 3 SEC. GUST EXP. B I w 1.0 A= 1.0 SEISMIC BEARING WALL SYSTEM S = 1.50 I 1.0 USE GROUP I SEISMIC DESIGN CATEGORY D SITE CLASS D I ezV1tWEO FOR~ CODE COMPLIANCE APPROVED JUN 2 ' 3 2008 1 City Of Tkwila 2 VISION I STATE OF WASHINGTON, DEPT. OF L & I FAS ELECTRICAL PLAN REVIEW /SECTION F'. ^ N APPROVAL NO. OW 650 ZI• SUBJECT TO FIELD INSPECTION, OR LOCAL BUILDING DEPARTMEIN T REQUIREMENTS. • STATE OF WASHINGTON DEPT. OF LABOR & INDUSTRIES CONSTRUCTION COMPLIANCE SECTION FACTORY BUILT HOMES & COMMERCIAL STRUCTURES PLANS ACCEPTED NO.. FISOgC Docf 0 SUBJECT TO FIELD INSPECTION OVERSIGHT OR VIOLATION OF RCW IS NOT INCLUDED B DATE: ¢ /19fr EXPIRATION DATE: 4/2. zoo 9 RECEIVED APR 3 0 2008i COMMUNITY DEVELOPMENT REUSE CF DOCUM NI Ts THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO 9E USED, IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. (>;1 M1 BUILDING SYSTEMS, INC. 2038 � nn • F d 7C a co co 0 P SHEET 1 2008 -AA -49 ONflEX EC : 4E NO. TITLE 1 COVER SHEET 2 FOUNDATION PLAN, NOTES AND DETAILS 3 FLOOR PLAN, PLAN NOTES AND SCHEDULES 4 REI- LECTED CEILING /ELECTRICAL /MECHANICAL PLAN AND NOTES 5 EXTERIOR ELEVAT IONS 6 DETAILS 7 RAMP, LANDING AND STAIR DETAILS GENERAL NOTES ES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. JOB SITE ADDRESS: 4242 S 6 44th ST L KWO A, WA 9 OWNER NAME: - UKWOLA SCHOD COUNTY: KONG 12 B EET G n) DSTRICT GENERAL: PLUMBING: ELECTR I CAL: MECHAN I CAL: ®ESOGN CRDTE RDA CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCY LOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURES ELECTRIC SERVICE LOAD VENTILATION OCCUPANCY LOAD CLIMATE ZONE HEATING AIR - CONDITIONING FRONT= REAR: LEFT= RIGHT: STRUCTURAL: ROOF LIVE LOAD P = 20 P = 1.0 C = 1.0 I 1.0 C 1.2 VB (NON- SPRINKLERED) E 84 10' MIN. 10' MIN. 10' MIN. 10' MIN. 0 0 225 AMP 1 PH. 84 ZONE 2 SPV /HP YES 30 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD 110 MPH 3 SEC. GUST EXP. B I w 1.0 A= 1.0 SEISMIC BEARING WALL SYSTEM S = 1.50 I 1.0 USE GROUP I SEISMIC DESIGN CATEGORY D SITE CLASS D I ezV1tWEO FOR~ CODE COMPLIANCE APPROVED JUN 2 ' 3 2008 1 City Of Tkwila 2 VISION I STATE OF WASHINGTON, DEPT. OF L & I FAS ELECTRICAL PLAN REVIEW /SECTION F'. ^ N APPROVAL NO. OW 650 ZI• SUBJECT TO FIELD INSPECTION, OR LOCAL BUILDING DEPARTMEIN T REQUIREMENTS. • STATE OF WASHINGTON DEPT. OF LABOR & INDUSTRIES CONSTRUCTION COMPLIANCE SECTION FACTORY BUILT HOMES & COMMERCIAL STRUCTURES PLANS ACCEPTED NO.. FISOgC Docf 0 SUBJECT TO FIELD INSPECTION OVERSIGHT OR VIOLATION OF RCW IS NOT INCLUDED B DATE: ¢ /19fr EXPIRATION DATE: 4/2. zoo 9 RECEIVED APR 3 0 2008i COMMUNITY DEVELOPMENT REUSE CF DOCUM NI Ts THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO 9E USED, IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. (>;1 M1 BUILDING SYSTEMS, INC. 2038 � nn • F d 7C a co co 0 P SHEET 1 2008 -AA -49 n WEDGES & SHIMS AS REQUIRED '6/32" T1-11 W/ 8d AT 6" & 12" O.C. 12d AT 6" O.C. AT 2 x 4 EACH SIDE LO CO 2 x 4 OF BACKING W/ (4) 12d AT 24" O.C. & (6) 12d AT 4 x 6 POST II ,M11111= 11111- 11111 P.T. 2 x 4 x 2' -0" L. �II�II -11n1= AT 6' -0" D.C. W/ x 1' -6" DRIVE PIN 11 PERIMETER FOOTING 5/8" DIA. IWEA❑E❑ ROD W/ WASHERS AT 3' -4" IN EACH • END AND 8'-0" O.C. (2) T2d TOE NAIL_ 16" x 16" x 4' CMU PIER OR P.T. 2 x 12 x 2' 0" MARRIAGE LINE FOOTING 5' -0" 8 -0" pll lHII fll1 11111 11111 11111= 11111 11111= " "�IIIII VIII VIII- lllll�►uu���� " = = 11111—"" 6' -0" 4 x 8 DF #2 8' -0" P.T. 2 x 8 x 16' CAP 9' -10" WEDGES & SHIMS AS REQUIRED P.T. 2 x 8 x 16' CAP 8 "x8 "x16" CMU SCALE: 314' • T-0• SCALE: 3/4' • 1' -0' (2) 1 -1/2" x 7--1/4" L.V.L. 4 x 8 OF 4 2 " 32 -0" f 15/32" T1 -11 W/ 8d AT 6' & 12" O.C. 2 x 4 BACKING AT 24' 0.C. CONT. P.T. 2 x 8 (3) ROWS OF in 12d AT 4° O.C. x 1' -6" DRIVE PINS EACH END 12' -0" FO 6' -0 8' -0" n TIE -DOWN STRAP P.T. 2 x 4 x 2' -0" L. AT 6' -0" 0.C. W/ #5 x 1-6" DRIVE PIN (AT C.M.U. BASED PIER ONLY) 1 \iATO 111)P;1 END WALL COLUMN FOOTING 11111 =11111 Illll�luu�" ^IIUI- ' 6' -0" 8' -0" SIMPSON 0518 W/ (4) N10's EACH END - (2) TOTAL AT BOTH TOP & BOT. 4 x 8 POST 4 x 4 POST P.T. 6 x 8 x FLAT (3) 12d TOE NAIL TYP. (2) P.T. 6 x 8 x 4'-0" L. 64' -0" SCALE: 3/4' • T-0' SCALE: 3/4' - I 6' -0" 17' -0" PLA\ 1 -1/4' x 0.031 GALV. STRAP W/ BUCKLE LOOPED AROUND LVL 5 /S" DIA. STRAP BOLT 3/4" DIA. x 30" W/ 4" OBL. HELIX AUGER ANCHOR (DRIVE IN GROUND AT 45 DEG. TO ALIGN W/ STRAP - DRAW STRAP TIGHT & LOCK BOLT) 8 -0" TYP. 6' -0" (2) DF 6 x 10 x 3' 6" (6) P.T. 4 x 8 FLAT x 4' -0" (3) 12d TOE NAIL GALV. STRAP SIDEWALL L.V.L. RIM SIDEWALL SKIRT RIM C.M.U. PIER BELOW TIE -DOWN STRAP TYP. AT (22) PLACES SEE DTL. SIMIPSON CS18 W/ (4) N10's EACH END - (4) TOTAL AT BOTH TOP & BOT. COLUMN FOOTING 6' -0" 8 -0" SCALE: 1/4" = 1' -0" (2) 1 -1/2" x 7 -1/4" L.V.L. 12' -0" 32' -0" Illll 11111 11111 1111IFIluI III. 11= 11111 = 1' -8" CORNER TIE -DOWN (NOTE: FULL STRAPS NOT SHOWN) 6' -0" (2) 4 x 12 POST i 4 x 8 DF 4 2 8 _ p " 4 x 8 DF #2 • TYP. JOIST 2 x 8 BLOCK GALV. STRAP SCALE: 3/4" • T -0 ENDWALL DBL. JST. ENDWALL SKIRT RIM SCALE: 3/4' • 1-0' 6 -0" 9' -10" 8 -0" 5' -0" } 1-8" DObft-oriq (2) 12d TOE NAIL 4 x 8 OF 4 "2 EACH SIDE WEDGE AND SHIMS AS REQ'D 16" x 16" x 4" CMU PIER OR P.T.2x12x2' -0' TYP. JOIST 'I IIIn11111g1111�11111�11111�11111= 1111111111= „ "IIIIII= MITI-= 11111 =0111 11111''" Sul I= 11111 - j MID -SPAN FOOTING ENDWALL DBL. JST. ENDWALL SKIRT RIM TIE -DOWN AT MARRIAGE 8" (NOTE: FULL STRAP NOT SHOWN) P.T. 2 x 8 x 16" CAP 8" x 8" x16" CMU z MARRIAGE LINE L.V.L. RIM GALV. STRAP P N SCALE: 3/4" - 1' -0" SCALE: 3/4' • 1' -0' 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ALL ORGANIC /SOD UNDER PADS. 2. DESIGN LOADS: ROOF DEAD LOAD ROOF SNOW LOAD FOUNDATION NOTES FLOOR DEAD LOAD FLOOR LIVE LOAD MAX. SOIL BEARING WIND LOAD = 110 MPH 3 SEC. GUST EXP. B I w 1.0 .1= 1.0 SEISMIC BEARING WALL SYSTEM S = 1.50 I 1.0 USE GROUP I SEISMIC DESIGN CATEGORY p SITE CLASS D 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATIONS SHALL BE HEM -FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPS STANDARD C -2 TO A MINIMUM RETENTION OF .40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT - DIPPED GALVANIZED AT PRESSURE TREATED MEMBERS. 5. VENT CRAWL SPACE WITH (6) MBS STANDARD 15" x 15" METAL VENTS. INSTALL 6 MIL. VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP JOINTS MIN. 12 ". 6. CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAH Tfl AN APPRfIVFfI f1RAINAGF SYSTEM. (2) 12d TOE NAIL EACH SIDE (2) fid DUPLEX 6000# PRE -FAB METAL PIER 12 PSF 25 PSF 10 PSF 40 PSF 2000 PSF 'II IIIll ll -IIIII f1111 = 11TH VIII 11111 11111= 11111W1 11111 = 1" ALTERNATE MID-SPAN FOOTING Foundation plans are not reviewed by L &I except for Suitability of design to support modular building. Approval and inspection of the foundation system Is the jurisdiction of the local building official. ReiliEWED FOR -- , CODS COMP/ TAVI:t. APP ROVED JUN 2 3 2008 Ci j 4x8DFx2 16 "x16 "x 4' CMU PIER OR P.T. 2 x 12 x 2' -0" STATE OF DEPT. T OF LABOR ANDIINDUSTRIES FAS PLAN REVIEW SECTION APPRO`/Fn APR 2 9 zoos P (N SCALE: 3/4' • T-0• SUBJECT AND FIELD INSPECTION O R 7gWFr "; 1) C MMUNITY DEVELOPMENT & • 1 REUSE DF DOCUMENTS THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED F1142EIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART. FOR ANY 011-ER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. w co 0 0 F C/) 0 SHEET 2 2OO8 -AA -49 HARDWARE SCHEDULE DOOR ROUGH OPENING SCHEDULE NO. / •SPACING EXTERIOR DOORS A 3 PER JOIST 2 ROWS AT 12" O.C. 2 EACH END METAL DOOR W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2° R.O. I -EIGHT CALL SIZE • 2-V8" B 2 EACH END AT 2x4 3 EACH END AT 2x6 2 EACH END MIN. 4 EACH END MIN. 2 EACH END 8' O.C. 2 EACH SIDE OF STUD 2 EACH SIDE OF STUD DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE • 4 -1/2' R.O. 1 -EIGHT CALL SIZE • 2 -1/8" C R.O. 3 PER RAFTER MIN. 2 PER TRUSS 2 ROWS AT 12" O.C. 2 EACH END 2 ROWS AT6 "O.C. 4 AT RAFTER STOREFRONT DOOR WIDTH CALL SIZE • 4 -V2' R.O. I -EIGHT CALL SIZE • 2 -V8" D HAND TIMELY SPLIT MEDIA DOOR R.O. WIDTH CALL SIZE • 1-1/4" R.O. HEIGHT CALL SIZE • 1" E a1 METAL DOOR WITH WOOD FRAME PEASE & STANLEY) (INSWING) R.O. WIDTH CALL SIZE • 2" R.O. FLIGHT CALL SIZE • 2" a2 METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) (OUTSWING) R.o. WIDTH CALL SIZE • 7 R.O. I- BIGHT CALL SIZE • 1 -9116" I L F THROAT PHILLIPS DOOR °87 (WESTERN STEEL DOOR) R.O. WIDTH CALL SIZE • r R.O. HEIGHT CALL SIZE • 1' G 6' -8" METAL DOOR W/ HOLLOW METAL FRAME (KNOCK - DOWN) R.O. WIDTH CALL SIZE • 2" R.O. I-EIGHT CALL SIZE • r RHOS INTERIOR DOORS 1 PT HOLLOW / SOLID WOOD DOOR W/ WOOD FRAME RO. WIDTH CALL SIZE • 2" RO. HEIGHT CALL SIZE • 2 -1/8" 2 1-IM TIMELY FRAME R.O. WIDTH CALL SIZE • 1-V4" R.O. HEIGHT CALL SIZE • r 3 0 POCKET DOOR R.O. WIDTH t2 x CALL SIZE) • 7 R.D. I-EIGHT CALL SIZE • 4° 4 4x6 DF '2 FLAT BI - PASS DOOR RA. WIDTH CALL SIZE R.O. FLIGHT CALL SIZE • 2 -V8" 5 3' -0" - BI -FOLD DOOR R.O. WIDTH CALL SIZE • 7 R0. IfIGHT CALL SIZE • 5/8" • FINISH HARDWARE SCHEDULE CONNECT ION NO. / •SPACING I mold RIM JOIST TO FLOOR JOIST JOIST TO JOIST BLOCKING 3 PER JOIST 2 ROWS AT 12" O.C. 2 EACH END I T1VM STUDS TO PLATES - END NAIL STUDS TO PLATES - END NAIL BLOCK ING JAMB STUD TO 4x HEADER JAMB STUD TO 2x HEADER STUD TO STUD (CRIPPLE, ETC.) UPPER TOP PLATE TO LOWER TOP PLATE BOTTOM PLATE TO FLOOR 2 EACH END AT 2x4 3 EACH END AT 2x6 2 EACH END MIN. 4 EACH END MIN. 2 EACH END 8' O.C. 2 EACH SIDE OF STUD 2 EACH SIDE OF STUD z JCd 1 RIM JOIST TO RAFTER RIM JOIST TO TRUSS RAFTER TO RAFTER BLOCKING 2x 2x BRACE TO RAFTER 3 PER RAFTER MIN. 2 PER TRUSS 2 ROWS AT 12" O.C. 2 EACH END 2 ROWS AT6 "O.C. 4 AT RAFTER HARDWARE SCHEDULE GROUP #1 GROUP *2 GROUP st3 GROUP *4 1-V2 PAIR BUTTS PILL/PANIC W/ LOCK CLOSER WEAT1- RSTRIP DOOR BOTTOM v2 MAX. ACCESSIBLE TI-RESHOLD R.O. TYPE HDWR GROUP FIRE RATING ®cioD'' SCHEDULE 2 SIZE DOOR LITE FRAME R.O. TYPE HDWR GROUP FIRE RATING HEADER REMARKS WIDTH HEIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MAT'L FINISH THROAT 1 3'-0" 6' -8" 1 -3/4" RHOS HM MTL PT - - 1-IM PT 7 -7/8" 0 1 - 4x6 DF '2 FLAT 2 3' -0" 6' -8" 1 -3/4" LHOS HM MTL PT - - HM PT 7-7/8" G 1 - 4x6 OF u2 FLAT WINDOW SCHEDULE SPACING TYPE MIN. LENGTH SIZE WINDOW TRIM FLOOR SHEATHING (IJNPIOCICEP.1 6" EDGE 10" FIELD 8d (.113) SCREWSHANK 2 -3/8" 3/4" CDX OR O.S.B. OR STURDI -FLOOR T &G INTERIO SI-EATH 7' EDGE 7° FIELD 6d COOLER 1 -7/8" 5/8' TYPE X' GYP. BD. EXTERIOR 4' EDGE 7" FIELD GALVANIZED ROOFING NAIL 1-3/4° 5/8' TYPE 'X' GYP, 51- EATHING SIDING (Al I FDffS SUPPORTED) 6" EDGE 12" FIELD 8d (.105) GALVANIZED 2 -1/2" 15/32" DURATEMP ROOF SHEATHING (UNBLOCKED) 4° EDGE 8" FIELD 15 GA. STAPLE 2" 7/16" O.S.B. WINDOW SCHEDULE LTR. CITY. SIZE WINDOW TRIM HEADER REMARKS WIDTH HEIGHT TYPE FRAME GLASS SHGC U-VAL INTERIOR EXTERIOR A 2 4' -0" 4' -0" XO VINYL DUAL / LOW 1=' SOLAR BRONZE .35 .36 CO 1 x 4 CDR 4x6 DF °2 FLAT HORIZ. MINI - BLINDS B 2 4 '-0° 4' XO VINYL DUAL / LOW 'E' SOLAR BRONZE TEMPERED .35 .36 CO 1 x 4 CDR 4x6 DF '°2 FLAT HORIZ. MINI - BLINDS co N N L 1' 6" 10 TEACHER CABINET 7 , -0 " NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 2) ALL EXIT DOORS SHALL BE OPENABLE FROM Tl-E INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (U.N.O.) NOTE: CAULK AND SEAL ALL EXTERIOR WINDOWS. ALT. ELEC. PANEL LOCATION N TEMPERED 4' -0" EQ. 32' -0" E CLASSROOM A 2' WIDE TEMP. SHIPPING WALL W/ L.V.L. BRACE AT FIRST RAFTER EACH SIDE - TYP. L.V.L. BRACE AT FIRST & THIRD RAFTER EACH SIDE OF COLUMN TEMPERED 10' -0" 4 ' - 0" HLOOR PLA 4' -0" 3) ALL DOOR LEADS 4 -1/2" UN.O. 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO EXCEED 5 POUNDS. ASEIREVHATDDNS AL AFF BA BV CDR CLR ALUMINUM ABOVE FIN. FLR. BRONZE ANODIZED BOTTOM VENT CEDAR CLEAR CO Cs FGL FP FPT FIB COLONY OAK CAULK & SEAL FIBERGLASS FACTORY PRIMED FIELD PAINTED HARDBOARD HC HM INS K❑ LH LIR HOLLOW CORE HOLLOW METAL INSULATED KNOCK DOWN LEFT HAND LEFT HAND REV. MTL NRW PF PT RH RHR METAL NARROW (LITE) PREF INISI-ED PAINT RIGHT HAND RIGHT HAND REV. SC SF STN TIM TMP TTP SOLID CORE STOREFRONT STAIN TIMELY FRAME TEMPERED TAPE, TEXTURE, PT VWS WO WLD VINYL WRAP SURR. WOOD WELDED 64' - 0" 3' -0" 3' -0" SHIP LOOSE= (2) 4 x 8' WH I TEBOARDS 4 '_ 0 " 4' -0" SCALE: 1/4" ° 1' -0" 32' -0 " CLASSRO0V B SIMPSON CS18 W/ (4) N10 'S EACH END - TYP. 10' -0" NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE - 1-1/2' 4 '_ 0 " I DATA L 1ST CLASSROOM WALLS /PLENUMS TOTAL © 6 SQ. FOOTAGE: EXT. WALL LIN. FOOTAGE: INT. WALL LIN. FOOTAGE: PROJECTED ROOF AREA: 7 ' -0 " (1680 S.F.) /(20) (90 S.F.) (1770 S.F.) TEACHER CABINET I z w J 0- I- f i 7 m 1770 S.F. 184 L.F. 28 L.F. 1810 S.F. OCCUPANT LOAD CALCULATION - 84 = 0 = 84 FLOOR CONSTRUCTION FINISH: CARPET THRU -OUT BASE: 4" VINYL THRU -OUT UNDERLAYMENT; NONE SUBFLOOR: 3/4" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) JOISTS- 2 x 8 HF #2 & BTR AT 16" 0.C. DBL. 2 x 8 AT ENDS RIM JOISTS= 1 -1/2° x 7 -1/4" CONTIN. LAMINATED VENEER LUMBER (ER -4979) OFFSET RIMS: 2 x 4 INSULATION: R -26 U (CELLULOSE) BOTTOM CLOSURE: FS-25 EXTER WALL CONSTRUCTION PLATE HEIGHT = 8' -1 1/8" FINISH: 15/32" T1 -11 DURATEMP W/ 8' VERT. GROOVES SHEATHING: 5/8" TYPE X' GYP. SHEATHING STUDS: 2 x 6 OF STUD GRADE AT 16" 0.C. INSULATION: R - 19 U (FIBERGLASS) INTERIOR FINISH: 112" V.C. TACKBOARD OVER 5/8" TYPE 'X' GYP. BD. SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) SKIRT: MATCH SIDING INTERIOR WALL CONSTRUCTION STUDS: 2 x 4 HF STD & BTR AT 16" 0.C. (U.N.O.) INTERIOR FINISH: 1/2" V.C. TACKBOARD OVER 5/8" TYPE 'X' GYP. BD. SHEATHING CEILING NOTES CEILING HEIGHT: 8' -0" (U.N.O.) SUSPENDED T -GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER ASTM C 635, ASTM C 636 & ESR -1308 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) ftG x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) tt6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT EACH CORNER lqq FASTENING /SCHEDULE - MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWINGS) NOTE= ALL FASTENERS ARE 12d (.131) STANDARD SHEATHING. FASTENING - U.N.O. FROM NER -272 AUG. 2004 ROOF CONSTRUCTION ROOFING: FIBERGLASS COMP. SHINGLES OVER (2) LAYERS 15tt FELT (MIN. CLASS B) (6) STAPLES MOP IN FIRST 2'-0" AT EAVES SHEATHING: 7/16" O.S.B. (24/16) FRAMING: 2 x 10 HF *'2 & BTR AT 24" 0.C. BEAMS: DBL. 1 x 24" x 2.0E CONTINUOUS LAMINATED VENEER LUMBER (ER -4979) (4 TOTAL) OR 3 - V8" x 19 -1/2" GLU -LAMS BEAMS 24f -V8 (2 TOTAL) INSULATION: R -30U (CELLULOSE) W/ FS-25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: 6" ROOF PITCH: 2 IN 12 RIDGE VENT EXTFR I OR NOTES CORNER BATTS: 1 x 4 CEDAR FASCIA: 1 x 6 CEDAR BARGE: 1 x 6 CEDAR GUTTERS: 5" K -LINE ( PREFINISHED) DOWNSPOUTS: 2" x 3" RECT. (PREFINISHED) I K� L ViE WED FOR DE- C3DE- =n APPROVED I JUN 2 3 2008 City Of 7111 1kwila RECEIVED )'APR 3 0 2ooa I COMMUNITY DEVELOPMENT REUSE OF DOCUMENTS THIS DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATE) HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. • 6 z 5 to us z 3 O U) CE 4 m 7 W lz SHEET 3 2OO8 -AA -49 2S* x 64' MODULAR CLASSROOM • x A9 WP GFI A2,4,6,8 • } WALL MOUNTED LIGHT FIXTURE PC = PHOTOCELL WP = WEATHERPROOF ALT. ELEC. PANEL LOCATION R SYMBOL LEGEND 2' x 4' FLUORESCENT LAY -IN FIXTURE (3) TUBE 32W T8 W/ ELECT BALLAST 2' x 2' LAY -IN SUPPLY DIFFUSER CEILING MOUNTED EXHAUST FAN (110 CFM) CEILING MOUNTED OCCUPANCY SENSOR DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP = WEATHERPROOF L SINGLE POLE SWITCH ❑L = DAYLIGHT ZONE S3 THREE -WAY SWITCH dQ JUNCTION BOX FO FIRE ALARM (RACEWAY ONLY) O TOP OF CONTROLS V ELECTRICAL NOTES o CONDUIT: II METALLIC AND M.C. CABLE ❑ NON - METALLIC SHEATHED CABLE 0 SYSTEM COMMISSIONING: LIGHTING SYSTEMS TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1513.7 C VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE THERMOSTAT AT 48" A.F.F. TO PHONE BOX - CONDUIT UP (RACEWAY ONLY) Cpl CLOCK RECEPTACLE (120V) .88" {] DISCONNECT CEILING SEISMIC BRACE \G ELEC. PANEL 225 AK' 120/240V SINGLE PH. 3 WIRE L ONE -LINE DIAGRAM F I XTURF RECEPS WATER HEATER SPARE LIGHTS WIRING LEGEND POWER BLUE OR PURPLE BROWN TAN COI OR BLACK OR RED SWITCH NORMAL DL ZONE • WP ' PC Al +86 NOTE! EMT CONDUIT SHALL NOT BE USED WITH UVFUSED CONDUCTORS INSIDE BUILDING LINES tt6 BARE CU TO GROUND ROD NOTE: ALL WIRING TO BE MIN 4 12 V C MIN. 2" ENT CONDUIT W/ (31 4/0 XI+IW -CU NO SCALE NEUTRAL WHITE W/ BLACK STRIPE WHITE STRANDED WHITE SOLID WHITE W/ RED STRIPE LEG ORANGE YELLOW A/V +86 PEA Provide emergency illumination at the exterior side of all exit doors on buildings with two or more required exits per IBC 1006.3 item 5. SCALE= 3/16" = 1' -0" PANEL A: 120/240V / 225A SINGLE PHASE WI 2" STUB -OUT TO METER BASE MECHANICAL NOTES o MECHANICAL UNIT(S): (2) 3.0 TON 12 SEER WALL HUNG HUNG HEAT PUMPS WITH 10 kw ELECTRIC HEAT o THERMOSTATS: BARD 8403 -060 O DUCT MATERIAL: 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS O ECONOMISER(S): IN ECONOMISER AND CONTROLS ❑ COMMERCIAL ROOM VENTILATOR ❑ NO ECONOMISER O VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER o SYSTEM COMMISSIONING: MECHANICAL SYSTEM TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1416. OUTSIDE AIR CALCULATION O MECHANICAL UNIT A: CLASSROOM (42 OCC)(15 CFM) = 630 o MECHANICAL UNIT B: CLASSROOM (42 OCC)(15 CFM) = 630 • z A5 WP GF I A10,12,14,16 30 "x10 "x 24 GA. SHT. MTL. START COLLAR - TYP. CODE COMPS F APPROV JUN 2 3 2008 Bit �s�� �l� � Akwila -.I.. ; 0.; VISION STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPR'!� "rn APR 2 9 2000 SUBJECT TO CODE AND FIELD INSPECTION RECEIVED V IPR 3 0 2OO8 COMMUNITY DEVELOPMENT REUSE OF DOCUMENTS THIS DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATED I-EREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED, IN WI -IDLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRIT ItN AUTHORIZATION. w CO ❑ 9 II m 2 Q w 0 c 0 F a N I� 2 3 P w 0 w SHEET 4 2008 -AA -49 I I, 4 114 ► A9 A9 1200 CFM R/A A L rI' (II A7 A A7 II ID A. A7 1200 30 GRILLE CFM P/A x 14 WALL A► III II A5 A5 30 x 16 WALL GRI LE 41 A3 Al Al 30" x 10" (24 S/A D L.) y . A3-- ° ... \ --- . . A30" • x 10" (24 S/A DL L.) CT \ i A.. 300 CFM C' � �► 300 CFM C'� + 8 r OS i � 300 CFM A15 •C�S: :� " r -- c . U��J�JU L �f �f L , � 1 �� r 300 CFM A7 &A7 300 CFM " � „ * 8 � �V JI - Z� 8" �� r 300 CFM A15 q 4 OS _ �� = AL. 300 ,d_ C w r I 300 CFM r r r 45 i_ ABOVE CEILING A BONE EILING A3 DL 1111' ,' i L - -- \ A3 DL ~ ~ _P - w - - F l Al DL ,' k Al VOL Al: Al: A3 DL \ `� A3 VOL \ Al I DL ,' Al DL All W. All A3A13 V 11 • +4" Q __- 45 All III 111 V ___ • •I I _ .1=E I. I I• •1 • x A9 WP GFI A2,4,6,8 • } WALL MOUNTED LIGHT FIXTURE PC = PHOTOCELL WP = WEATHERPROOF ALT. ELEC. PANEL LOCATION R SYMBOL LEGEND 2' x 4' FLUORESCENT LAY -IN FIXTURE (3) TUBE 32W T8 W/ ELECT BALLAST 2' x 2' LAY -IN SUPPLY DIFFUSER CEILING MOUNTED EXHAUST FAN (110 CFM) CEILING MOUNTED OCCUPANCY SENSOR DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP = WEATHERPROOF L SINGLE POLE SWITCH ❑L = DAYLIGHT ZONE S3 THREE -WAY SWITCH dQ JUNCTION BOX FO FIRE ALARM (RACEWAY ONLY) O TOP OF CONTROLS V ELECTRICAL NOTES o CONDUIT: II METALLIC AND M.C. CABLE ❑ NON - METALLIC SHEATHED CABLE 0 SYSTEM COMMISSIONING: LIGHTING SYSTEMS TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1513.7 C VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE THERMOSTAT AT 48" A.F.F. TO PHONE BOX - CONDUIT UP (RACEWAY ONLY) Cpl CLOCK RECEPTACLE (120V) .88" {] DISCONNECT CEILING SEISMIC BRACE \G ELEC. PANEL 225 AK' 120/240V SINGLE PH. 3 WIRE L ONE -LINE DIAGRAM F I XTURF RECEPS WATER HEATER SPARE LIGHTS WIRING LEGEND POWER BLUE OR PURPLE BROWN TAN COI OR BLACK OR RED SWITCH NORMAL DL ZONE • WP ' PC Al +86 NOTE! EMT CONDUIT SHALL NOT BE USED WITH UVFUSED CONDUCTORS INSIDE BUILDING LINES tt6 BARE CU TO GROUND ROD NOTE: ALL WIRING TO BE MIN 4 12 V C MIN. 2" ENT CONDUIT W/ (31 4/0 XI+IW -CU NO SCALE NEUTRAL WHITE W/ BLACK STRIPE WHITE STRANDED WHITE SOLID WHITE W/ RED STRIPE LEG ORANGE YELLOW A/V +86 PEA Provide emergency illumination at the exterior side of all exit doors on buildings with two or more required exits per IBC 1006.3 item 5. SCALE= 3/16" = 1' -0" PANEL A: 120/240V / 225A SINGLE PHASE WI 2" STUB -OUT TO METER BASE MECHANICAL NOTES o MECHANICAL UNIT(S): (2) 3.0 TON 12 SEER WALL HUNG HUNG HEAT PUMPS WITH 10 kw ELECTRIC HEAT o THERMOSTATS: BARD 8403 -060 O DUCT MATERIAL: 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS O ECONOMISER(S): IN ECONOMISER AND CONTROLS ❑ COMMERCIAL ROOM VENTILATOR ❑ NO ECONOMISER O VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER o SYSTEM COMMISSIONING: MECHANICAL SYSTEM TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1416. OUTSIDE AIR CALCULATION O MECHANICAL UNIT A: CLASSROOM (42 OCC)(15 CFM) = 630 o MECHANICAL UNIT B: CLASSROOM (42 OCC)(15 CFM) = 630 • z A5 WP GF I A10,12,14,16 30 "x10 "x 24 GA. SHT. MTL. START COLLAR - TYP. CODE COMPS F APPROV JUN 2 3 2008 Bit �s�� �l� � Akwila -.I.. ; 0.; VISION STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPR'!� "rn APR 2 9 2000 SUBJECT TO CODE AND FIELD INSPECTION RECEIVED V IPR 3 0 2OO8 COMMUNITY DEVELOPMENT REUSE OF DOCUMENTS THIS DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATED I-EREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED, IN WI -IDLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRIT ItN AUTHORIZATION. w CO ❑ 9 II m 2 Q w 0 c 0 F a N I� 2 3 P w 0 w SHEET 4 2008 -AA -49 E f T I 1 1 1 I I� 1 11 1 I 1 r1l 1� 1 1 1 1 1 1 1 1 1 1 Y- I 1 I r I I I 1 1 HXHF F r TYP. 1 \SIG\ C V OR OR \ER BATT LJ__ REAR 07 BATT W/ (2) ROWS OF Sc AT 6" O.C. IA LOCAT 0\ FROST LHVAT 1 O\ s SCALE: 1/4" = 1'--0" E\3 P.T. 2 x 8 x 16' -0" UN:ER DOORS I \ PLACE OF S< I RT H T 1181111111111111' Ili" V r Ob1 RIEWED FOR COD COMP I4,1 tPPROVEu JUN 2 3 1008 f 1_13E QA-Loiviszu4 City Of TaIr STATE OF bVA6HINGTON DEPT. OF LABOR AND INDUSTRIES FAS PI AN REVIEW SECTION APR 2 9 Z008 SUBJECT TO CODE AND FIELD INSPECTION RECEIVED "APR 3 0 2008 COMMUNITY DEVELOPMENT REUSE CF DOCUMENTS THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED HEREIN IS - n-E PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT W IT1-10 UT WRITTEN AUTHORIZATION. al 2 L w L ' r W N z a w 0 0 2 w co 9 P SHEET 5 2008 -AA -49 ROOF SHEATHING (2) 1-1/2' 01 A. VENT HOLES SCREENED PER RAFTER BAY SIMPSON CS18 W/ (5) N10's OR (5) 'Rd's EACH END AT 4' -0" O.C. 2x RIM JOIST W/ (3) 12d END NAIL TO EACH RAFTER 4'-0' MIN. PLATE SPLICE W/ (28) 12d - TYP. Z NETAL & BLOCKING AT SIDING .JOINTS (WHERE OCCURS) STUDS W/ INSULATION SIDING OVER SHEATHING SIDING OVER SHEATHING STUDS W/ INSULATION 8d BOX NAILS AT 6' O.C. Z METAL OFFSET RIM RIM JOIST I' �~ I I So* 'I Irma I Y RAFTER DBL. L.V.L. BEAM CS18 W/ (6) N10's EACH END (3) 12d SIMPSON A34 W/ (3) N10's EACH LEG 12d AT 6" O.C. STAGGERED 4 x 6 DF COLUMN CS18 W/ (6) N10's EACH END FULL BEARING (RIM OR BLOCKS) TYP. SIDEWALL EAVE DETAIL 3 -1/2" END WALL COLU ROOFING INSULATION W/ FS -25 SUPPORT WIRE ACOUSTIC CEILING TILE BEVEL BLOCK 12d AT 24• D.C. 12d AT 6" O.C. INTERIOR FINISH INTERIOR FINISH \ INSULATION W/ FS -25 SIMPSON LUP26 HANGER TYP. SIDEWALL FLOOR DETAIL vI\ DETAIL 2x3 FILLER x9•L.AT 24' O.C. W/ T2d EACH ETD ROOFING RAFTERS INSULATION W/ FS -25 (8) 5/8" DIA. TI- EARED ROD OR MB. W/ NJTS AND WASHERS 1-0" IN FROM END & EQ. SPACE 5/8• DIA. THREADED ROD OR M.B. W/ NUTS AND WASHERS AT 8' -0' O.C. & 3-4" FROM ENDS (ADJUST SPACING AS RE010 TO AVOID JOISTS) FLOOR JOIST INSULATION W/ FS -25 ROOF MARRIAGE DETAIL T\ FLOOR MARRIAGE DETAIL LEDGER DBL. L.V.L. BEAM - ATTACH TO COL. W/ (2) 3/4" DIA. CARRIAGE BOLTS SIMPSON CS18 W/ (4) N10's EACH END L.V.L. TO BRACE 3/16" x 6" x 9" L. PLATE - WELD TO BEARING PLATE SIMP CS18 W/ (4) N10's AT WALL PLATE 2 x 4 x 30" BRACE AT 1st & 3rd RAFTER EA. SIDE OF COLUMN 3" x 3" x 3/16" TUBE STEEL COLUMN (A500 GRADE B 46 KSI) 20 GA. x2 "x12" STRAP W/ (12) N10's FULL BEARING (RIM OR BLOCKS) HOLD PLYWOOD & ROCF ING 7/8' BACK EACH SIDE OF RIDGE CONT. BUTYL STRIP SIMPSON CS18 W/ (4) N10's EA. END - L.V.L. TO END RAFTER DBL. L.V.L. BEAMS FIELD INSTALL ACOUSTIC CEILING THIS ROW ONLY SCALE: 1• - 1-0" SIMPSON LUP26 HANGER RIM JOIST SCALE: 1" = 1' -0" (4) 12d TER COLU NOTCH SIDING & RIM AT OUTLOOKERS ROOF SHEATHING (2) LAYERS AT EXPOSED (3) 12d SCREWSHAIK BARGE 2 x 4 IT SLE -BARGE 2 x 6 OF "2 OUTLO RER FLAT AT 48" O.C. V2' OUTLOOKER TRIM SIDING OVER SHEATHING SIDING OVER SHEATHING STUDS W/ INSULATION 8d BOX NAILS AT 6" 0.C. Z METAL OFFSET RIM CBL. END JOIST RAFTER W/ (4) 12d E.N. TO L.V.L. \ TOP OF SW - FLOOR NOTE: OVERALL COLUMN HEIGHT = 9' -0 3/4" (W/ PLATES) TOTAL NO. OF COLUMNS RED'D: = 2 =11111.1% Ilk. ilk Ilk /Mk Ink M 1 11 it 11 �� GABLE END DETAIL TYP. ENDWALL FLOOR DETAIL DBL. L.V.L. BEAM 1 -1/4" } v (TYP. 3/16" vN DETAIL SCALE: 1/2" = 1' -0" PANEL CLIP PLAN VIEW SCALE: 1" = 1' -D" INSULATION W/ FS -25 VAPOR BARRIER STUDS W/ INSULATION & FS-25 ABOVE CEILING INTERIOR FINISH SCALE: 1' • 1' -0' '2x ELKS AT 4' -0" O.C. INSULATION W/ FS SCALE: 1" • 1 (3) 12d FLOAT THIS END CROSS TEE OF MAIN TEE •8 STSM SCREW BEAR WALL STRUT ONTO MAIN "12 SUPPORT WIRE AT CRISS TEE AT FLOATING END FIELD TIE WIRE TO FIELD INSTALLED CROSS TEE CEILING LAG "12 WIRE EACH SIDE - TYP. SIMPSON CS18 W/ (4) 1\110's EACH END - TYP. CBL. L.V.L. BEAM - TYP. PLAN VIEW AT CORD TIE DUCT SUPPORT VARIES HANGERS TO EE •12 GA. GAIN.. SOFT- ANEALED. an WALLS - ATTALFED W/ MIN. 131 TURNS TO CEILING SUSPENSION MEM3BIS AND TO 1.14' x 3' LAG ARE SPLAYED MORE THAN 1 IN 6 CUT OF FLU'S. MILD STEEL WIPE AT 4' -0' O.C. AND MAX. a• FROM FROVICE COUNTER SLOPING WIRES. INTO BOTTOM EDGE CF ROOF JOIST. WHERE WIRES . 12 GA. SPLAY -WIRE BRACING IN PLANE CF EACH RUt. ET2. VEiTICAL AN3LE • 45 CEO. ALL WIRES ATTACHED TO MAIN RLN1FP. SPACE MAX. 2' FROM INTERECTION - TYP. 1/4• DIA. x 3• LAG TO EE INSERTED PARALLEL TO DIRECTION of WIRE 45 DEG. TYP. 2• MAX. - TYP. FOR ALL BRACE WIRES I4) TIGHT TURNS - TYP. 4•..••■■ • • • FIELD INSTALL ACOUSTIC CEILING THIS ROW ONLY CEILING GRID AT MARRIAGE SCALE; 1" • 1' -0" 1' MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER iimmt "12 SUPPORT WIRE AT 4' -0" O.C. ON MAIN TEE TYP. SNAP T1-115 END OF CROSS I EL INTO MAIN IEEL 28 x 8 SUPPLY AIR DUCT 5/8" GYP. BD. LID 24 GA. SHT. MTL. OR GYP. BD. (4) SIDES INSULATION IN EXTERIOR WALL AT PLENUM TO HAVE FS -25 VAPOR BARRIER R -11 INSULATION FOR SOUND 2 x 4 STUDS AT 24" 0.0. 5/8" GYP. BO. ON ALL SIDES AND FLOOR 30" x 14" RETURN AIR GRILLE - 6" A.F.F. TO BOTTOM ACOUSTIC TILE MAIN TEE "12 WIRE 7/8" x 7/8' x 0.D2 ANGLE WALL TRIM "12 W IRE AT ZONE D. E. F (2) "7 x 1-518" SCREWS "8 SELF-TAPPING SCREW BERC CLIP ACOUSTIC TILE CROSS TEE 7/8• x 7/8' x 0.02 ANGLE WALL TRIM (2) "7 x 1-5/8' SCREWS "8 SELF - TAPPING SCREW BERG CLIP ACOUSTIC TILE 7/8' x 7/8' x 0.02 ANGLE WALL TRIM FLOATING EDGE "12 W IRE AT EACH MAIN TEE (2) "7 x 1-5/8' SCREWS "8 SELF- TAPPING SCOW BERC CLIP PLENUM DETAIL CEILING GRID AT SIDE WALL CEILING GRID AT SIDE WALL •/- 1/ 4' SCALE: 3/4' - 1' -0" STATE OF WASHINGTON T. OF LABOR AND INDUSTRIES FAS PLAN rEVIEW SECTION APR 2 9 2006 SUBJECT TO CODE AND FIELD INSPECTION NO SCALE RECEIVED WR 3 0 2008' CEILING GRID AT END WALL COMMUNITY DEVELOPMENT REUSE CF DOCUMENTS THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, NC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. J m 0 3 D] W CO 0 I O P SHEET s 2008 -AA -49 LINE OF BUILDING 1/2" DIA. x 4" HUG LAG BOLT W/ WASHER AT 4' -0" O.C. PROVIDE 1/4" P.T. SHIMS AT LAG BOLTS - TYP. If x 8 x 16 CMU OR CONC. PIER - TYP. z I EMBED 4 x 4 POST 10" IN 12" DIA. CONC. FILLED HOLE (MIN. 18" DEEP) - TYP. FOR (2) EACH SIDE 1 1/2" DIA. WOOD HAND RAIL (TUNG OIL) ON TOP OF 2x6 (4) -12d's STRINGER TO 2 x 6 X _ WRAP CARPET DOWN BEHIND "' 2x2 WOOD NOSING AT LANDING 5/8" P.T. PLYWD W/ (4) -12d's TO 2 x 12 AT EACH END 2x4 CLEAT W/ (4) -12d's (TYP.) 2x12 STRINGER 2x4 BLOCK • (4' -0" WIDE) +1- 1/4" • TYP. STAIR SECTION ti 2 x 6 HF #2 AT 16" O.C. • 5/8" P.T. PLYWOOD SIMPSON LUP24 EACH END DBL. 2 x 6 AT 4' -0" D.C. EXISTING GRADE L J J BUILDING 2' -0 MIN. .1 6' -8" x 14' -0" LANDING 6' -8" OPTIONAL SUPPORT ON SURFACE W/ BRACE SEE SECTION AT LANDING 11" 2 x 6 BOLT AT BLOCK 1' -0" 3/4" = 1' - I 1 — J 2 x 6 CONT. W/ (6) 12d TO EACH VERT. SUPPORT 2 x 4 CONT. W/ (4) 12d TO EACH VERT. SUPPORT 3' -6" MIN. LEVEL RAMP AND LANDING PLAN N 2 x 4 AT 4' -0" 0.C. i 3/4" = 1' -0" v 1 r 1" NOSING 11" CLEAR 111111111 'Ulf 'hi . I X 9 (2) 2x TREADS EA. W/ (2) 12d TO SUPPORT EA. END WRAP TREAD W/ CARPET OR USE NON -SKID PAINT (6 )-12d's STRINGER TO 4 x 4 1/2" P.T. PLYWOOD RISER EXISTING GRADE FILL AS RED'D EMBED RAIL SUPPORT 10" +/- IN FILLED HOLE Z I X I RAMP DOWN 1 :12 MAX P.T. 4 x 4 VERT. SUPPORT (SEE PLAN FOR LOCATIONS) I BEVEL 1/4" = 1' -0" 1/2" OIA. HDG M.B. W/ WASHERS AT EACH 4 x 4 2 x 6 HF S &B FILL BETWEEN —VERT. SUPPORTS W/ 12d AT 12" O.C. TO CONT. 2 x 6 AT T &B 12" SQ. PYRAMID W/ POST BASE & (6) N10's END OF BLDG HANDRAIL VERT. SUPPORT AT 4' -0" 0.C. EMBED 4 x 4 POST 10" IN 12" DIA. CONC. FILLED HOLE (MIN. 18" DEEP) - TYP. FOR LAST (3) u 1 f !1 J 6 RAMP HANDRAIL AT BUILDING IU END OF RAMP LINE OF BUILDING 7 J 3/4" - 1' - 0" S REVD 1-2" 12" 1 -1/2" DIA. WOOD HANDRAIL (TUNG OIL) STD. IVES BRACKET W/ (3) tt8 SCREWS AT 4' -0" O.C. (WHERE OCCURS - SEE PLAN) 2 x 6 HF S &B AT 16" O.C. 1/2" DIA. x 4" HUG LAG BOLT W/ WASHER AT 4' -0" O.C. PROVIDE 1/4" P.T. SHIMS AT LAG BOLTS - TYP. 4 x 8 x 16 CMU MIN. 1' - O" LEVEL 1 1/2" +/- 1/4" • TYPICAL NOTES 1. ALL 2x MATERIAL TO BE PRESSURE TREATED WOOD WITH INCISED AT FRAMING MEMBERS AND OUTDOOR WOOD AT RAILS AND POSTS 2. ALL NAILS TO BE HOT - DIPPED GALVANIZED 3. ALL SHEATHING TO BE PRESSURE TREATED 4. USE INDOOR/ OUTDOOR CARPET AT RAMP AND LANDING 4' -0" RAMP 1 -1/2" DIA. WOOD HANDRAIL ON TOP OF 2 x 6 2 x 6 CONT. W/ (6) 12d TO EACH VERT. SUPPORT 2 x 4 CONT. W/ (4) 12d TO EACH VERT. SUPPORT 5/8" P.T. PLYWOOD SIMPSON LUP24 EACH END DBL. 2 x 6 AT 4' -0" 0.0. 2 x 4 W/ (2) 12d EACH END EXISTING GRADE OPTIONAL SUPPORT ON SURFACE W/ BRACE SEE 3 SECTION AT RAMP 7 BUILDING WALL OR 2x6 SUPPORT 45 DEG. MITER W/ FINISH SCREW AND GLUE 1 1/2" DIA. WOODRAIL , /1 TYP. HANDRAIL RETURN N + N 3/4" = 1' -0" X I Cn 1/2" DIA. HOG M.B. W/ WASHERS " EACH 4 x 4 1 -1/2" = 1' -0" 15 DEG. BEVEL P.T. 4 x 4 AT 4' -0" 0.C. 2 x 6 HF S &B FILL BETWEEN VERT. SUPPORTS W/ 12d AT 12" O.C. TO CONT. 2 x 6 AT T &B —2 x 6 BLOCK AT BOLT - TYP. (2) 12d (TYP.) 12" SQ. PYRAMID W/ POST BASE & (6) N10's 1 2x6 RAMP RIM ;IWF (LTh SECTION AT PROJECTED RAMP 7 (BUILDING HANDRAIL) 3/4" = 1' -0" APPROVED JUN 2 3 20 4' -0" DBL. 2 x 4 OPTIONAL SUPPORT DETAIL L — J SIAi Jr ,4AoHINGTON )EPT. OF LABOR AND INDUSTRIES FAS PLAIN' REVIEW SECTION APR 2 9 2008 SUBJECT TO CODE AND FIELD INSPECTION 1 -1/2" = 1' -0" EDGE OF BUILDING BEYOND 4 x 4 HF #2 AT 4' -0" 0.C. ADD 2 x 6 RECE 'APR 30 200E COMMUNITY DEVELOPMEN REUSE OF DOCUMENTS THIS DOCUMENT AND T -E IDEAS AND DESIGNS INCORPORATED HEREIN IS TEE PROPERTY OF MODERN EUILDING SYSTEMS, INC. AND IS NOT TO EE USED, IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. WPM 6d w z ❑ z EC w 0 th LL • ol m • o X w o_ w 0 w Td" ELECTRICAL LEGEND (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) SYMBOL DESCRIPTION SYMBOL DESCRIPTION SITE / EXTERIOR PAD MOUNTED TRANSFORMER HANDHOLE OR VAULT P PRIMARY ELECTRIC (ABOVE 600V) TTB SIGNAL TELECOMMUNICATIONS TERMINAL BOARD INDICATES QUANTITY OF DATA JACKS IN A SINGLE OUTLET A. QQ E E SECONDARY ELECTRIC (BELOW 600V) C COMMUNICATIONS UNDERGROUND ELECTRIC UTILITY (SECONDARY ELECTRIC UNLESS OTHERWISE INDICATED) PRIMARY ELECTRIC (ABOVE 600V) TELEPHONE FAC FIRE ALARM SYMBOL FOR FIRE ALARM CONTROL PANEL MANUAL STATION HORN WITH VISUAL SIGNAL (STROBE) HEAT DETECTOR SMOKE DETECTOR SPRINKLER WATER FLOW ALARM CONNECTION SPRINKLER VALVE TAMPER SWITCH CONNECTION -{ - 0 4 1 Op Q Imo Ailmi_ DISTRIBUTION AND CIRCUITING PANELBOARD — SURFACE PANELBOARD —FLUSH IFSI ET1 SWITCHBOARD OR MCC (DRAWN TO SCALE) DRY TYPE TRANSFORMER SAC SECURITY SYMBOL FOR SECURITY ALARM CONTROL PANEL & v. VN ______// CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. DOTTED HASH IMC IC / CLOCK / SOUND SYMBOL FOR INTERCOM MASTER CONTROL MARK INDICATES ISOLATED GROUND. CONDUIT #12 AWG UNLESS OTHERWISE NOTED OR SCHEDULED. ONLY BRANCH CIRCUIT HOMERUNS ARE INDICATED WITH CONDUCTOR COUNT. SEE GENERAL ELECTRICAL NOTES. WIRING CONCEALED IN CEILING OR WALL WIRING CONCEALED BELOW FLOOR WIRING EXPOSED HOMERUN TELEPHONE CONDUIT FEEDER CALLOUT X —Y —Z. SEE SCHEDULE. REMODEL HEAVY LINE WEIGHT = NEW WORK (2 X 4 LAY —IN SHOWN) STANDARD LINE WEIGHT = EXISTING TO REMAIN (RECEPTACLE SHOWN) CROSS HATCH LINE WORK = ELECTRICAL DEMOLITION (RECEPTACLE SHOWN) STANDARD LINE WEIGHT WITH (N) = EXISTING TO BE REPLACED OR MODIFIED (SEE REMODEL NOTES) (RECEPTACLE SHOWN) ENCIRCLED WIRE COUNT — PULL NEW CONDUCTORS IN EXISTING RACEWAY STANDARD LINE WEIGHT WITH (E) = EXISTING TO REMAIN (RECEPTACLE SHOWN) BROKEN LINE WORK = ELECTRICAL DEMOLITION (RECEPTACLE SHOWN) �I Izix * -e(N) _— 200-4 —G DIAGRAMS CIRCUIT BREAKER DISCONNECT SWITCH FUSE TRANSFORMER GROUNDED WYE CONNECTION DELTA CONNECTION UTILITY COMPANY METER CURRENT TRANSFORMER (CT) GROUND ELECTRODE SYSTEM MULTI — FUNCTION CUSTOMER METER (E) I u 200 -4--G 200/150 -3P CALLOUTS FEEDER CALLOUT X—Y—Z. SEE SCHEDULE. DEVICE SIZE / FUSE OR TRIP RATING — No. OF POLES FIXTURE SYMBOL DETAIL SYMBOL: (AS INDICATED ON DRAWINGS) # — IDENTIFYING NUMBER B — SHEET WHERE DETAIL TAKEN C --- SHEET WHERE DETAIL SHOWN DETAIL SYMBOL: (AS INDICATED ON DRAWINGS) # — IDENTIFYING NUMBER B — SHEET WHERE DETAIL SHOWN DRAWING REVISION SYMBOL: A — IDENTIFYING NUMBER BUBBLE NOTE TAG SYMBOL: # -- IDENTIFYING NUMBER EgO © c C CO n /'�\ OUTLETS FOURPLEX RECEPTACLE (NEMA 5 -20R) GFCI DUPLEX RECEPTACLE (NEMA 5 -20R) TELEVISION STATION (1) POWER OUTLET — NEMA 5-15R DUPLEX (1) SIGNAL OUTLET — TV WALL TAP DATA OUTLET WITH JACK T ICT PO ABBREV DESCRIPTION ABBREVIATIONS (SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS) ABBREV DESCRIPTION A or AMP AMPERES 0 or PH PHASE AC ALTERNATING CURRENT PNL PANEL AIC AMPERE INTERRUPTING CAPACITY PR PAIR AL ALUMINUM PRI PRIMARY BLDG BUILDING PT POTENTIAL TRANSFORMER C CONDUIT PVC POLYVINYL CHLORIDE C.O. CONDUIT ONLY RECPT RECEPTACLE CB CIRCUIT BREAKER REQ REQUIRED CKT CIRCUIT RM ROOM CT CURRENT TRANSFORMER SEC SECONDARY CU COPPER SHT SHEET DIA DIAMETER SMR SURFACE METAL RACEWAY DIV DIVISION SN SOLID NEUTRAL DWG DRAWING SP SINGLE POLE ELEC ELECTRIC STD STANDARD EMT ELECTRICAL METALLIC TUBING SW SWITCH EXST EXISTING SWBD SWITCHBOARD FLA FULL LOAD AMPS TEL TELEPHONE GALV GALVANIZED TV TELEVISION GND GROUND TTB TELECOMMUNICATIONS TERMINAL BOARD H—O—A HAND — OFF — AUTO TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR IDF INTERMEDIATE DISTRIBUTION FRAME TYP TYPICAL J —BOX JUNCTION BOX UL UNDERWRITERS LABORATORY KVA KILOVOLT AMPERES OF UNDERFLOOR KW KILOWATTS UG UNDERGROUND KWH KILOWATT HOURS V VOLTS LT LIGHT VA VOLT AMPERES LTG LIGHTING VAC VOLTS ALTERNATING CURRENT MAX MAXIMUM VAR REACTIVE VOLT AMPERES MCA MINIMUM CIRCUIT AMPS VAV VARIABLE AIR VOLUME MCC MOTOR CONTROL CENTER VD VOLTAGE DROP MCM or KCM THOUSAND CIRCULAR MILS VDC VOLTS DIRECT CURRENT MDF MAIN DISTRIBUTION FRAME VFD VARIABLE FREQUENCY DRIVE MH MANHOLE VT VAPORTIGHT MIN MINIMUM W WATTS vIOP or MOCP MAXIMUM OVERCURRENT PROTECTION WP WEATHERPROOF MTD MOUNTED /W WITH MTG MOUNTING W/O WITHOUT N or NEUT NEUTRAL XFER TRANSFER NIC NOT IN CONTRACT XFMR TRANSFORMER NTS NOT TO SCALE XLP CROSS— LINKED POLYETHYLENE OC ON CENTER XP EXPLOSION PROOF OH OVERHEAD PB PULLBOX PF POWER FACTOR GENERAL NOTES 1. ALL OUTDOOR EXPOSED CONDUIT RISERS SHALL BE RIGID STEEL CONDUIT. 2. AT EACH SITE MEET WITH SCHOOL DISTRICT TO REVIEW THE FOLLOWING: A. ROUTING FOR NEW UNDERGROUND CONDUITS. OBTAIN INFORMATION ON ANY KNOWN EXISTING UNDERGROUND UTILITIES NEAR PROPOSED EXCAVATION. B. OBTAIN APPROVAL FOR LOCATION AND LAYOUT OF EXPOSED CONDUIT RISERS ENTERING MAIN SCHOOL BUILDING. 3. PLAN AND LAYOUT ROUTING OF NEW POWER AND SIGNAL SERVICES BEFORE EXECUTING CUTS. ALLOW FOR EXACT ROUTING TO VARY FROM DRAWINGS AS REQUIRED TO AVOID EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS IN ACCESSIBLE CEILING SPACES. LE RECEIVED CITY OF TUICWILA APR 1 2008 PERMIT CENTER Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.2672425 TEL Protect Title: Client: Job No. FOSTER HIGH SCHOOL 2008 PORTABLES Issue Set & Date: 2407 North 31st Street Phone: (253) 383 -3257 general @hu Itzbhucross.com Revisions: Sheet Title: Sheet No. GREENS- GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253- 941 -4937 208004.10 PERMIT SET March 28, 2008 4 / REUSE OF DOCUMENTS w 001116(T H Z f kT11 NOM t IZECNI ,1.T N A= O1I f1IR0 526- 71-07D MD GAPER 12.34 10.1L twig= NM= CF IN! W 11E 11FONA7A1101 DCpl16n YL N19HlDAl: lE mama; 1fr C&TF7G111CN I SWUM lfE NEE NM Ca= ICOR2WED 1691. M PENOWt(T Dr NIFEE33W. =ICE, s lE PRO'6fIT W MEC I C B KW 10 6E USED, N NNE W N PA % RR MIT OHM PRDST eM1OUT SIMI 0010107/31 W consulting engineers, inc. of Sheets Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number 08-060 HULTZ BHU-h. C ROSS A A A LEGEND, NOTES ABBREVIATIONS LIST Designed by: Drawn by: Checked by: BJH BJH CTU SCHEDULE OF ELECTRICAL SERVICES SCHEDULE OF ELECTRICAL SERVICES DESCRIPTION REMARKS DESCRIPTION REMARKS ELECTRICAL SERVICE — POWER SERVICE POINT • SERVING UTILITY COMPANY OBTAIN ELECTRICAL SERVICE TO EACH BUILDING. OWNER WILL PAY CONNECTION CHARGES. COORDINATE WITH SERVING UTILITY REGARDING ELECTRICAL SERVICE REQUIREMENTS INCLUDING ENTRANCE FITTING AND METER ENCLOSURE. SEE ONE —LINE DIAGRAM ELECTRICAL SERVICE — SIGNAL (CONTINUED) CLOCK EXISTING CLOCK SYSTEM: EXISTING SCHOOL INTERCOM: • NOT APPLICABLE TO THIS PROJECT • NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS. EXTEND EXISTING SYSTEM FROM MTC • EXTEND EXISTING SYSTEM FROM NEAREST EXTEND EXISTING ELECTRICAL DISTRIBUTION CIRCUIT SPEAKER ❑ NOT APPLICABLE TO THIS PROJECT ❑ NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS. RI EXTEND EXISTING SYSTEM FROM INTERCOM HEAD END SERVICE ENTRANCE ❑ OVERHEAD EXISTING SYSTEM: EXISTING INTRUSION ALARM SYSTEM: UNDERGROUND VOLTAGE ❑ 120/240 VOLT SINGLE PHASE • EXTEND EXISTING SYSTEM FROM NEAREST ,f 120/208 VOLT SINGLE PHASE CIRCUIT TV SIGNAL DISTRIBUTION • 120/208 VOLT THREE PHASE ELECTRICAL SERVICE — SIGNAL FIRE ALARM SIGNAL SERVICES TO BUILDING ARE UNDERGROUND UNLESS OTHERWISE INDICATED. EXISTING FIRE ALARM SYSTEM: • NOT APPLICABLE TO THIS PROJECT • NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS. ® EXTEND EXISTING SYSTEM FROM TV HEAD END. ❑ EXTEND EXISTING SYSTEM FROM NEAREST CIRCUIT. INTRUSION ALARM ❑ NOT APPLICABLE TO THIS PROJECT ❑ NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS. • NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS EXISTING SYSTEM. CONTACT: %= EXTEND EXISTING SYSTEM FROM FAC • EXTEND EXISTING SYSTEM FROM NEAREST CIRCUIT • PROVIDE NEW SYSTEM VOICE /DATA PREWIRE • NOT APPLICABLE TO THIS PROJECT • NOT INCLUDED IN CONTRACT, PROVIDED BY EXTEND EXISTING SYSTEM FROM SAC OTHERS. • EXTEND EXISTING SYSTEM FROM NEAREST • PROVIDE CABLE DROPS FROM EXISTING IDF CIRCUIT. PROVIDE CABLE DROPS FROM NEW IDF • PROVIDE NEW SYSTEM ® PROVIDE NEW BACKBONE OTHER IL !STRICT PO T LE 0 T R 1 a. I P P r I- ABV CEILING (TYP) — 0 SCALE. 1/8" ■ 1 / -O' ELECTRICAL SERVICES SCHEDULE NOTES SCHOOL: FOSTER HIGH SCHOOL NUMBER OF NEW PORTABLES: 2 NUMBER OF CLASSROOMS PER PORTABLE: 2 NUMBER OF EXIT DOORS PER PORTABLE: 2 L S 1. FIRE ALARM SYSTEM REQUIREMENTS (BLDG IS NOT SPRINKLED): PROVIDE NOTIFICATION APPLIANCE CIRCUIT (NAC) POWER SUPPLY INCLUDE REVISED BATTERY CALCULATIONS WITH SUBMITTAL TO AHJ. HORN WITH STROBE IN EACH CLASSROOM MANUAL STATION AT EACH EXIT DOOR SMOKE DETECTOR IN EACH CLASSROOM AND IN COORIDOR HEAT DETECTORS IN ACCESSIBLE ATTIC SPACES IF REQUIRED BY AHJ WEATHERPROOF HORN OR SPEAKER WITH STROBE ON EXTERIOR OF BUILDING COMPLY WITH ADDITIONAL REQUIREMENTS OF LOCAL JURISDICTION 2. VOICE /DATA CABLE DROP REQUIREMENTS PER CLASSROOM: QUANTITY OF OUTLETS 7 EACH W/ 2 DATA DROPS EACH 3. VOICE /DATA BACKBONE REQUIREMENTS: VOICE 25 —PAIR VOICE BACKBONE FROM TTB TO IDF 1 IN PORTABLE (3) CAT5 VOICE FROM IDF 1 IN PORTABLE TO IDF 2 IN PORTABLE DATA 12— STRAND FIBER BACKBONE FROM MDF TO IDF 1 IN PORTABLE 6— STRAND FIBER BACKBONE FROM IDF 1 IN PORTABLE TO IDF 2 IN PORTABLE 4. CLOCK /SPEAKER REQUIREMENTS: PROVIDE ONE COMBINATION DIGITAL CLOCK /SPEAKER PER CLASSROOM. CONNECT AT INTERCOM HEAD END. INTERCOM CALL —IN TO MASTER STATION SHALL BE PROVIDED VIA CLASSROOM TELEPHONE. 5. INTRUSION ALARM REQUIREMENTS: 6. TV SIGNAL REQUIREMENTS: ROUGH —IN AND PROVIDE ONE TV OUTLET PER CLASSROOM. LOCATE AS DIRECTED BY OWNER. D D b4 9 F.A. NAC PNL IDF CABINET --" 1 TYPICAL PORTABLE BLDG ELECTRICAL PLAN RECEIVED CITY OF TUKWILA APR 1 8 2008 PERMIT CENTE 7 Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA - SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253 "383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title: Client: Job No. FOSTER HIGH SCHOOL 2008 PORTABLES GREENE-GAS AWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 -941 -4937 Issue Set & Date: 208004.10 PERMIT SET March 28, 2008 REUSE OF DOCUMENTS 718 WQRl1T HP. 9ff71'.li� EECNONCK17 N A NII vc 06-23-0M AID INA Mt NM R Lwow OXONT NI II IDA1E 11E IN IS MT CERTIRMIN NO SOMME. If Me NN Q 1c N ND MOM. IS AN MUM OF PAlFF.59QW. STME, IS DE FROMM' CF NPL MS NOT 10 N: ltiF, N NUE OR N PARL FM NIT MO PET MOT INTO AIfIRd7A1RN CF N8. HULTZ C ROSS consulting engineers. inc. 2407 North 31st Street Phone: (253) 383 -3257 general@hultzbhucross.com A A A A Revisions: Sheet Title: Designed by: BJH Sheet No. SCHEDULE OF SERVICES Drawn by: Checked by: BJH CTU 11111111 WON I lfll .j. d of Sheets i II Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number: 08-060 SC T ICT P LES FO TER IG P 4-- FDC L L COPJCF�E TE CURB __ ---- ..--- r ASPHALT Ce , G RE I - - E•ki ASPHAL T COMPACT ONLY ) (1 ( EXS AREA LTG TO REMAIN. (!Ho* 1 FOR REF ONLY. (TYP) SCALE' V • 1P -O• ELECTRICAL SITE PLAN LE r NEW SIGNAL SORVICES TO SCHOOL BLDG 1 NEW ELEC POWER SERJICE TO SCHOOL BLDG DIST' SYSTEM NEW /AULTS. SEE RECEIVED CITY OF TUK`+ ILA APR 18 2008 PERMIT CENTER Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA - SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL Project Title: Client: Job No. FOSTER HIGH SCHOOL 2008 PORTABLES GREENE-GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CALVIN GASAWAY 253 -941 -4937 Issue Set & Date: Revisions: Sheet Title: Designed by: BJH Sheet No. 208004.10 PERMIT SET March 28, 2008 =Th., 9 �'y ° " V 4 S17/4 EJA riTKBS 4177 o REUSE OF DOCUMENTS IRS COMM KR5 BEEN MED BECTROIONLY 11 /a313= HIi LC I26-23-0 MO CHAFER TIM RCN uINAKRIZED M.IPA1011 CF Siff OF 1E IMAM CN IRS =JEW RtJ. NVNDA1E IIE COMM NT =FUTON MO SRS1A'RRE. IE IMRT NM pexas IRF'f'CRADED FUER NI NI ICSR$ENT W FRIFESSUUL. SERCE. is THE FTIOPF M IF Ma NA 5 1171 IE MIED. 11 WU CRMFNC PIR *Y OIRR PRQILT RIWST Q NRR. HULTZ BHU+a C ROSS consulting engineers, inc. 2407 North 31st Street Phone: (253) 383 -3257 general @hultzbhucross.com Tacoma, WA 98407 Fax: (253) 383 - 3283 Job Number. 08-060 A ELECTRICAL SITE PLAN Ullllii Drawn by: Checked by: BJH CTU 11111111 �I� �Ilunll of Sheets