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Permit D08-198 - FOSTER HIGH SCHOOL - NORTH PORTABLE
FOSTER HIGH SCHOOL NORTH PORTABLE 4242 S 144 ST D08 -198 Parcel No.: 1523049108 Address: 4242 S 144 ST TUKW Suite No: Citi: Tukwila Tenant: Name: FOSTER HIGH SCHOOL PORTABLE - NORTH Address: 4242 S 144 ST , TUKWILA WA Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUKVVILA 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 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT 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 DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 9 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 - 198 Issue Date: 06/25/2008 Permit Expires On: 12/22/2008 Expiration Date: 04/01/2010 D08 -198 Printed: 06 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: Print Name: City eTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N ft\ ig tO Signature: �/ ,�—�" " Date: Permit Number: DO8 -198 Issue Date: 06/25/2008 Permit Expires On: 12/22/2008 Date: 64%1 i I hereby certify that I have read and xaxiined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , 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 rformance of work. I and obtain this development permit. c /2f`0 cr 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. doc: IBC -10/06 D08 -198 Printed: 06-25 -2008 City of Tukwila Parcel No.: 1523049108 Permit Number: D08 -198 Address: 4242 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 04/18/2008 Tenant: FOSTER HIGH SCHOOL PORTABLE - NORTH Issue Date: 06/25/2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 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 -198 Printed: 06-25 -2008 i "" 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 it's 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. (IFC 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) (IFC 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 -198 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 nun) 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 (1FC 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 DO8 -198 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. * *continued on next page ** doc: Cond -10/06 D08 -198 Printed: 06 -25 -2008 Signature: Print Name: /e.g Bch 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 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. Date: C72 5 eY ordinances governing or local laws regulating D08 -198 Printed: 06-25 -2008 J Site Address: elk CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION (/ King Co Assessor's Tax No.: I �a ��� o , 19 ° , I A4'N2 , kitiact. Suite Number: Floor: Tenant Name: : li-he bU New Tenant: ❑ Yes ❑ .. No Property Owners Name: 1kk..L J j. a, 60-14-D01, 'DI SM Y" Mailing Address: CONTACT PERSON - who n your permit is ready to �� /C2a. 4iedru& Day Telephone: &S - Mailing Address: 9rf SJl)e.. c 9916 S WV-MO( t wrq g'Q 5 City State Zip E -Mail Address: -f.Qt'1P abl AM—) Fax Number: -323 GENERAL CONTRACTOR. INFORMATION — (Contractor Information, for Mechanical (pg 4) for Plumbing and Gas Piping g s)) Company Name: — T - to rr7QCd - Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARRCI{ITECT OF RECORD - A,11 plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: ENGINEER OF RECORD - Ali plans m st be we stamped by Engineer of Record Company Name: 4ihC l (,i ll)E�i7Zs Mailing Address: r99i A.) '5 2) Contact Person: --- at I E -Mail Address: (1 )1tez.:5 , Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ublic roject No. Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No, Works Permit No (For o H ly) City totl State State State Zip Zip Zip City State Zip Day Telephone: X 953 -373 -04c r Fax Number: ' 53 ` 5- 7' Page 1 of 6 BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ Existing Buildi Valuation: $ Scope of Work (please provide detailed information): O.nil lrttni h Z)F .� MEW 1 Will there be new rack storage? ❑ Yes F . No If yes, a separate permit and plan submittal will be required. Provide All Building Are In Square Footage Below 2" Floor S Floor Floors that asem Accesso Si Attache Gara arage Attached Catpar C Covered Deck Uncovered Deck Addition to Existing Structure / - 7 Type csf Construction per IBC VD Type of Occupancy per MC 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 gr Other (specify) P to Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Wpplications\Fomss- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179 Scope of Work (please provide detailed information): ❑ ...To Cut ❑ ...Total Fill cubic yards cubic yards Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q:'ApplicationsWorms- Applications On Line\3-2006 - Permit Application doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 Water District ❑ ...Tukwila [Water District #125 ❑ .. Highline [L�..Water Availability Provided Sew r District L.j M7Z.71 [..Tukwila / ❑ ... ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑ ...Sewer Availability Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) El .. Work in Flood Zone ❑ .. Storm Drainage Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. 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. ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ... Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Date Application Accepted: v \ I $ IA Date Application Expires I b I 7l7 Staff Initials: I • Q: Applications\Forms- Applications On Line\3 -2006 - Permit Applicationdoc Revised: 9-2006 bh 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 HO D AGENT: Signature: 4-.Q / Date: A-11;S* Print Name: Av1ERA Day Telephone:{ S3 ' � c �y ..� -,-J Mailing Address:_ ( 3 � ��.�' . � X & (,( Q a , L` D City State Zip Page 6 of 6 nonee+ne no RECEIPT NO: R08 -01234 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 Initials: JEM Payment Date: 04/18/2008 User ID: 1165 Total Payment: 6,789.84 Payee: TUKWILA SCHOOL DISTRICT NO 406 SET ID: 5000001003 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount 3,394.92 D08 -199 3,394.92 TOTAL: 6,789.84 TRANSACTION LIST: Type Method Description Amount Payment Check 23321 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE SET RECEIPT 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: - -) cr i .S, _ t ., f Type of Inspecti n • »...i \ : , �` fii Act Address: t 44 r t� .1{i 1 Z.. 5,),- t Date Called: Special Instructions: 0 Date Wanted: m - -,J P.m. Requester: Phone No: 7t ' ( (o - ? (03(0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E] Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 COMMENTS: e�- (Inspector Date: r_ Receipt No.: Date: Project: Type of aspect' n: -- i = . 1 t- A - itA . r Address: n /,�j L. -,0 i / 4.� JI to Called: Special 1 structions: Date Wanted: -25- a. P.m. Requester: Phone N 2 -0 G - -75-(e - W 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: obill In , 'ay Inspector: T im�� gvAV'S Date: ri2dl8 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: !,, ( 2 S , s t.,),r s ` A.i - -( l Co , , 1 CJ (---‘ A _ (-4 ,1 ,q ("To r ' ° i ki 6T /4' / l it.fS` i S 1 -- � AA r-- ,mac'aI ` ' ` (( (S� G ! i» 4 f t ?. -� . (-N, A 0 ,k e < k Date Wanted: _ - a.m. Requester: (7) 6 e:1-4 ) . i k-A. ,A.. ,.__,, c‘vv-c. - -1-0 ( — '7 ( -dc, Pro' ct: -% j !,, Type of Inspe lion: l Address: 4z4'L - /4' Date Called: Special Instructions: Date Wanted: _ - a.m. Requester: Phone ' 7 ( — '7 ( -dc, �3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 ID Approved per applicable codes. DoS- / Corrections required prior to approval. Inspect Date: $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: _ ( Type of Inspection: Address: / ' 4 Z.._ I G t 4 ' Date Called: Special Instructions: A i t / .7 Date Wanted:.. a.m. p Requester: Phone No: 5 (.. ) 3 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Ei r Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspettdr: f/i' p ate: 7 - 7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: COMMENTS: Type of Inspection: i 6 f" 1)3 J/ (t� 36. tc r l { 4= Address: 2 ? � .7 Co , t I. NM __ Date Called: fj f . `a\ Aft 0 A t " \ Z . __ . > i _-c - 1 (,, , JA . }'- -, C. ( -» "- " L , r , , & C A/. Requester: 4C. `. t' il > ) r I ) C _ ,., �)'. r 7 V. , l A 4 l' (t.- f r o--s...:JC I t • C. P • ect{_ ( F t rr h)31e. r R J , g .,i k: t ' Type of Inspection: i 6 f" 1)3 J/ (t� 36. tc r l { 4= Address: 2 ? � .7 Co , t I. NM __ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone o: 7.--0 r 7 V. ')CO310 0. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 lnspctor: £ aY El Approved per applicable codes. Corrections required prior to approval. D $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Project: s --.-71- 13 5 roA -A L > Type of Inspection: "4 I r-4 art.- Address: y 2- 9 Suite #: 5. ( u'-i ST Contact Person: Special Instructions: Occupancy Type: E Phone No.: Needs Shift Inspection: se t ik-.0 Sprinklers: he Are Alarm: l Hood & Duct: ti Monitor: Vie, /j Pre -Fire: t Permits: PA Occupancy Type: E INSPECTION NUMBER A p proved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dog 199 444 Andover Park East, Tukwila, Wa• 98188 206- 575 -4407 $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 PERMIT NUMBERS I I Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: 1 4 4 4„_ 01 — P- t P- 2- (Do - l R B P4 a i4- - Inspector :, /5 fl Date: 4/2 5 /0,e, rs.. ' Sprinklers: �r Type of pection: Project: i f o'- INA uu ri g Address: 0/ L ' . Suite #: Contact Person: Special Instructions: Monitor: Phone No.: Needs} Shift Inspection: n ,, A i_' n Sprinklers: �r Fire Alarm: Y Hood & Duct: r.t Monitor: OA At,A Pre -Fire: tAi- Permits: Occupancy Type: I' INSPECTION NUMBER pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa 98188 206 -575- COMMENTS: g rtra-o-deut A ( 0-0 4- P- 2 r't,, O t,L- -- • agf, $8 00 REINSPECTION FEE REQUIRED. You will receive an invoice from ector: e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. Date: ;/ lJ c . PERMIT NUMBERS T.F.D. Form F.P. 113 a IOECTRICAL LOAD WORKSHOf PROJECT: Tukwila S.D. PANEL: A ITEM X 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. r r - ; L 6 b a,aw1 •. Sil CO MT J TOTAL MOTOR KVA = X 1.00 = 0.00 LARGEST MOTOR = X 0.25 = 0.00 HEATING & AIR COND. RECEIVED (per mfr's specs) CITY OF TUKVVIIA UNIT A = 19920.00 UNIT C = APR 18 7008 UNIT B = 19920.00 UNIT D = UNIT F = ER�l11T CENTER TOTAL HEAT /AC LOAD = 39840.00 X 1.00 = 39840.00 TOTAL ADD'L MECH. = 0.00 X 1.00 = 0.00 (see attached) APPLIAQ�ES �� �ty - t �u WNW �O MISCELLANEOUODE CO�p U P N1 CE A MOVED SUN 2 3 008 ADDITIONAL MISC. (see attached) SQ. FOOTAGE: 1770 OCCUPANCY: E MAIN SUB ,i C f TUIQN a BUILDING DIVISION VOLTAGE: 120/ 240 CONNECTED CODE CALCULATED LOAD FACTOR LOAD 0.00 JOB NO.: 2008 -49 DATE: 4/8/2008 UNITE = AMPS: 225 PHASE: 1 DEMAND FACTOR X 1.00 0.00 X 1.00 = 0.00 X 1.00 = 0.00 X 1.00 = 0.00 X 1.00 = 0.00 X 1.00 = 0.00 TOTAL WATTS TOTAL AMPS CONNECTED LOAD CALCULATED LOAD 49470.00 206.13 TOTAL WATTS TOTAL AMPS 50797.50 211.66 PANEL A MAIN DIST. SUB -PANEL DATE: 4/8/2008 JOB NO.: 2008 -49 X 1 'SURFACE I X'FLUSH 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 \ B \ 4 1 Receptacles 20 5 1 A 720 7440 A 2 6 60 Mechanical Unit A Receptacles 20 7 1 B 1080 1 B \ 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 • MODERN BUILDING SYSTEMS, INC. 9493 Porter Road SE • PO Box 110 AUMSVILLE, OREGON 97325 503 - 749 -4949 Fax 503 - 749 -4950 JOB RECEIVED CITY OF TUKWILA APR 1 8 2008 PERMIT CENTER SHEET NO CAI CUI Al ED BY CHECKED BY SCALE 3i-u C to At- CALEaiTA Y6 ..E DuKA -k-CLA 99,00-0'. Rt= VIEWED FOR-- CODE COMPLIANCE APPROVED JUN 2 3 2008 (A-1 CL-1 '� _ DATE DATE _ 4161_0 . 'oi) 1 V00 -1_ t� 4X8 BENDING STRESSES: "97" NDS DESIGN Fb =Fb(Cd Cm. Ct Cf Cv Cfu Cr Cf) SIZE JOISTS AND RAFTERS 2X8 2X10 HEADERS 4X4 4X6 MODERN BUILDING SYSTEMS, INC. Job 9493 Porter Rd. SE P. O. Box 110 Sheet No. Aumsville, Oregon 97325 Calculated Date (503)749-4949 Checked b Date Fax (503)749 -4950 Scale 4X10 DF #2 Fb FIBER STRESS IN BENDING Cf SIZE FACTOR Cr REPETITIVE FACTOR Cd DURATION FACTOR SPECIES" DF#1 •& BTR OF #1 OF #2 SPF #2 & BTR HF #2 & BTR DF Select Structural DF #1 & BTR DF'#1 HF #1 SPF #1 . SPF #2 & BTR DF #2.& BTR HF#2 &BTR I DF #2 DI= S" & B EDF #2 DF #2 (SS) O � 5 oco 0 1.3 1.9 1.8 1.7 1.5 1.4 •1.4 1.8 1200 psi 1.7 1 1.6 . 900 psi 1.4 875 psi 1.6 1.3 Fb 850 psi 1500•psi 1200 psi 1000,si 875,psi: 875.ps1 875 psi: 875.psi 850 psi 1.2 1.2 1.2 t2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 • 1.1.5 1.15 1.15 FLOORS OR ROOFS 1656 psi 1380 1242 1208 psi 1 ps 1990 1516 Psi Psi Psi psl 1265 psi 1233 psi 1107 1107 Psi psI 1107 psi 1075 psi ROOFS - 1.15 1904 psi 1.15 1587 psi 1.15 1428 psi 1.15 1389 psi 1.15 1349 psi 1.15 2182 psi 1.15 1746 psi 1.15 1455 psi 1.15 1418 psi 1.15 1273 psi 1.15 1273 psi 1.15 1273 psi t15 1237 psi 1.6 900 psi 1.5 N/A 1350 psi 1.15 1553 psi 1.4 575 psi 1.0 N/A 1 575 psi 1.15 I 661 psi 1.6 1 900 psi 1 1.3 ] N/A 1 1170 psi j 1 1.15 1 1346 psi 1.6 900 psi 1.3 ] N/A f 1170 psi f f 1.15 J 1346 psi 1.6 900 , i 1.2 1 N/A 1 1080 psi 1 1 1.15 1 1242 psi MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 Joe SHEET NO. CALCULATED BY CHECKED BY SCALE DATE • Z . j • 2,. rtotl (As zy kk aq eL e24 "41. CgrAt& .ro .tom- 21 &epic,\ ■ 1 ' 0 ft l< >1 KCDA UNIFORM LOAD: Dead Load = 12 psf Live Load = 30 psf OC spac'g = 2 ft BM- rafter 1.5x 9.25 .57 k .57 k I< >1 13.58 ft Beam Mark rafter 0 ft l< >1 WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 x 9.25 1. Allowable Bending,psi: Fb = 1107 Bending stress: +M fb = 1086 psi 2. Allowable Shear, psi: Fv = 75 for +M = 1.94 k -ft 3. Mod of Elasticity, psi: E = 1400000 -M fb = 0 psi 4. Duration of load factor = 1.15 for -M = 0 k -ft 5. Live Load: Deflection < L / 180 6. D +L Load: Deflection < L / 240 Shear stress: fv = 55 psi 7. Unbraced top edge for V = .51 kips in region of +M (ft): Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .133 in in region of -M (ft): Lu = 0 Live Load Deflection = .331 in 9. Eff span lgth ratio: le /lu= 1.92 = L/ 491 0. Allowed overstress:( %) /100= .01 D +L Load Deflection = .464 in 1. Exact Beam WIDTH (in): b = 1.5 = L/ 351 Allowable bending stress: for +M: F'b = 1273 psi for -M: F'b = 1273 psi 0 ft >I KCDA UNIFORM LOAD: Dead Load = 12 psf Live Load = 30 psf OC spac'g = 7.42 ft 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 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 0. Allowed overstress: M /100= .01 1. Exact Beam WIDTH (in): b = 5.5 BM -hdr 5.5x 3.5 1 1 .5 k .5 k I< >1 3.2 ft Beam Mark hdr 0 ft l< >1 Ct-- 1cv - -e WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 5.5 x 3.5 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 = .008 in Live Load Deflection = .019 in = L/ 2011 D +L Load Deflection = .027 in = L/ 1436 Allowable bending stress: for +M: F'b = 1273 psi for -M: F'b = 1273 psi 0 ft l< >1 KCDA UNIFORM LOAD: Dead Load = 12 psf Live Load = 30 psf OC spac'g = 7.42 ft .64 k I< WOOD BEAM - DESIGN CRITERIA BM -hdr 5.5x 3.5 4.1 ft 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 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 0. Allowed overstress:( %) /100= .01 1. Exact Beam WIDTH (in): b = 5.5 Allowable stress: I< >I .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 = 1273 psi 1273 psi KCDA GLU -LAM BEAM - DESIGN CRITERIA UNIFORM LOAD: UNIFORM LOAD: Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 7.21 k I< BM -1 Beam Mark 1 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 165 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1.15 S. 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 ). Eff span lgth ratio: le /lu= 1.92 ). Allowed overstress:(o) /100= .01 L. Exact Beam WIDTH (in): b = 6.25 6.25x 19.5 Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 24.04 k 7.21 k >I< - - - >I 32 ft 32 ft BEAM SIZE : 6.25 x 19.5 Bending stress: +M fb = 1311 psi for +M = 43.27 k -ft -M fb = -2331 psi for -M = -76.93 k -ft Shear stress: fv = 136 psi for V = 11.04 kips Dead Load Deflection = .253 in Live Load Deflection = .563 in = L/ 681 D +L Load Deflection = .816 in = L/ 470 Allowable bending stress: for +M: F'b for -M: F'b = 2615 psi = 2615 psi KCDA GLU -LAM BEAM - DESIGN CRITERIA Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 6x 18 Beam Mark 1 1. Allowable Bending,psi: Fb = 2750 2. Allowable Shear, psi: Fv = 285 3. Mod of Elasticity, psi: E = 2000000 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 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 J. Allowed overstress:( .01 L. Exact Beam WIDTH (in): b = 6 UNIFORM LOAD: UNIFORM LOAD: BM -1 Dead Load Deflection Live Load Deflection D +L Load Deflection Dead Load = 186 psf Live Load = 415 psf OC spac'g = 1 ft 1 1 7.21 k 24.04 k 7.21 k I< >I< 'I 32 ft 32 ft BEAM SIZE : 6 x 18 Bending stress: +M fb = 1603 psi for +M = 43.27 k - ft -M fb = -2849 psi for -M = -76.93 k - ft Shear stress: fv = 154 psi for V = 11.12 kips = .301 in = .672 in = L/ 571 .973 in = L/ 394 Allowable bending stress: for +M: F'b = 3023 psi for -M: F'b = 3023 psi Column( 2000 International Building Code (97 NDS) 1 Ver 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: Dead: Total: Axial Loads: Live Loads: Dead Loads: Column Self Weight: Total Loads: Eccentricity (X -X Axis) Eccentricity (Y -Y Axis) Axial Duration Factor: Column Data: Length: Maximum Unbraced Length (X -X Axis): Maximum Unbraced Length (Y -Y Axis): Column End Condition: Calculated Properties: Column Section (X -X Axis): Column Section (Y -Y Axis): Area: Section Modulus (X -X Axis): Section Modulus (Y -Y Axis): Slenderness Ratio: Properties For: #2- Douglas Fir -Larch Compressive Stress: Modulus of Elasticity: Bending Stress (X -X Axis): Bending Stress (Y -Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd =1.00 Cf =1.30 CI =1.00 Fby': Adjustment Factors: Cd =1.00 Cf =1.30 Cfu =1.05 CI =1.00 Fc': 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: Allowable Compressive Stress: Eccentricity Moment (X -X Axis): Eccentricity Moment (Y -Y Axis): Bending Stress Lateral Loads Only (X -X Axis): Allowable Bending Stress (X -X Axis): Bending Stress Lateral Loads Only (Y -Y Axis): Allowable Bending Stress (Y -Y Axis): Combined Stress Factor: 6 00.81 Vert-LL -Rxn= Vert -DL -Rxn= Vert -TL -Rxn= PL= PD= CSW= PT= ex= ev= Cd- Axial= L= Lx= Lv= Ke= dx= dy= A= Sx= Sy= Lex /dx= Ley /dy= Fc= E= Fbx= Fby= Fbx' = Fby'= Fc'= fc= Fc'= Mx -ex= My -ev= fbx= Fbx' = fbv= Fby' = CSF= 2589 LB 1220 LB 3809 LB 2589 LB 1166 LB 54 LB 3809 LB 0.00 I N 1.00 IN 1.00 10.1 FT 10.1 FT 1.0 FT 1.0 5.50 IN 3.50 IN 19.25 IN2 17.65 IN3 11.23 IN3 22.04 3.4 1350 PSI 1600000 PSI 900 PSI 900 PSI 1169 PSI 1229 PSI 801 PSI 198 801 0 313 0 1169 0 1229 0.34 4-714.6 PSI PSI FT -LB FT -LB PSI PSI PSI PSI 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 Length (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): Bendinq 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 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= Ly= K= Cm= Fy= E= dx= dy= t= A= Ix= ly= Sx= Sy= rx= rY= KLx/rx= KLy /ry= Cc= Fa= fa= Mx -ex= My -ev= My -Lat= fbx= thy FBR= AFBR= Fbx =Fby= Fex'= 12981 Fey'= 12981 CSF(1)= 0.82 CSF(2)= 0.41 CSF(3)= 0.66 CSF(1) Controls : 0.82 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 IN 3.00 IN 0.188 IN 2.02 IN2 2.60 IN4 2.60 IN4 1.73 IN3 1.73 IN3 1.13 IN 1.13 IN 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 1I[-- 6 ay- PSI PSI MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749-4949 Fax (503) 749-4950 _.zo.ot... • 1 JOB SHEET NO. . . ' $o;- .i‘ 404 1 9 ,SilSt. : ; :, . ___ . 0 , i , : i 9 ;0:63 ti 1 Zoo CALCULATED BY CHECKED BY SCALE OF DAT DATE --•• • •------- __-_ , • i -1 G - i - 1 1 . -i ' Jz4;(451Af:_ I e it (4 ''.' ; T • • ! i I , i • t • .: - I 0 1 i • 1 i t , • ; 1 , i ; I • : . 4 , •_•,_ .1_ . -4— • -4.- • - -: -- •,-- - -, - 1 • 1 ! 1 , . I. i i ; . . I __ j_ . :4 I i 1 . .1__ i i : ' I 1 1 i . -'. • 1 , i I ; I- -I. ----j- I ' I I , f I 1 1 1 1 ; _ ,i .___,..___ . - . _ .1. . !. . .; I 'I ; 1 i 4 ,-.-I,- I - , - 1 ; ; ; 1 i i 1 - .! 1 : l • , : - i i . ; ! __I • • i 4 --f-- ! --; : --t- I — t 1 7 - i - 1 • : ' • t , t , I . i _.___i. __1_:_. I ; i ! i - • 4. i 1 . i . . ■ MAC .2 k < WOOD BEAM - DESIGN CRITERIA UNIFORM LOAD: 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): L = 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 = 50 psf OC spac'g = 1.333 ft BM -joist 1.5x 5.5 Beam Mark joist Shear stress: UNIFORM LOAD: .67 k >I< 6.75 ft 6.75 ft Bending stress: +M fb = 407 for +M = .26 -M fb = -723 for -M = -.46 Dead.. Load Deflection Live Load Deflection D +L Load Deflection Dead Load = 10 psf Live Load = 50 psf OC spac'g = 1.333 ft Allowable bending stress: for +M: F'b for -M: F'b = fv for V 55 psi .3 kips = .009 in .046 in = L/ 1758 = .055 in = L/ 1465 _2 k BEAM SIZE : 1.5 x 5.5 psi k -ft psi k -ft 1173 psi 1173 psi MAC WOOD BEAM - DESIGN CRITERIA 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 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 = 3.38 ft 1 .24 k I< BM -joist 1.5x 5.5 Beam Mark joist 1 .46 k >I< 6.75 ft 6.75 ft Bending stress +M fb = 1146 psi for +M = .72 - k -ft -M fb = -623 psi for -M = =.39 k -ft Shear stress: fv for V Dead Load Deflection Live Load Deflection D +L Load Deflection Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft BEAM SIZE : 1 "5 x 5.5 63 psi = .35 kips .009 in = .147 in = L/ 550 = .156 in = L/ 518 Allowable bending stress: for +M: F'b = 1173 psi for -M: F'b = 1173 psi -.01 k MAC 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< 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:00/100= .01 11. Exact Beam WIDTH (in): b = 1.5 UNIFORM LOAD: Dead Load = 10 psf Live Load = 0 psf OC spac'g = 1.333 ft .19 k .02 k .6.75 ft 6:75 ft Shear stress: fv = 61 psi for V = .46 kips Vic - 4f t& WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 1.5 x 7.5 Bending stress: +M fb = 272 psi for +M = .32 k -f t -M fb = -139 psi for -M = -.16 k -ft 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 �l. A ZItppg-00 BIZ' Z 9Z 52_10Q 4- (h .L3 = Sq( z'a JOB SHEET NO. 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ZIP CODE 97603 tom• , P*L) LOCATION 42.1790 Lat. - 121.7087 Long. DISTANCE TO NEAREST GRID POINT 2.4445 kms NEAREST GRID POINT 42.2 Lat. - 121.7 long. Probabilistic ground motion values, in %g, at the Nearest Grid point .,r(•: 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 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD. Hazard by Zip Code http: // eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 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 4 IZWI(LE . e()4 (1.5= 3Zo ' 10(0.0344 _ a z. 2.1 t 1 4'4. X b eiE (EG RI F. 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Box 110 AUMSVILLE, OREGON 97325 (503) 749 -4949 Fax (503) 749 -4950 1 e Pte z 120 , Fr = 13194 [zp SHEET NO. CALCULATED BY CHECKED BY SCALE A C'1 i M(eltl®A 7 3■o . , (tea\ ?i JOB Ze ,41-Atc (A2._ I i190-' . _ it y1-51 t$4 -2b1 \ _ (-gPS RISE 4)sO.R�" Z-. 4r f Jt'- 24gd /f.76. = I�g pc, r : us€ I) �cr- L e ( (Zia 31s/i4 /Zv' . (S4L - I OFS�? =�i DATE o¢_ 4" 1 ust It . ts K) e (PI tdl` 37.e 94'ZPSr ' 1.s 1153 DATE_ (21 G 1 I ! i • ! . I , . 1 7h : 0 : i kl.cl 1'5 1 I \ . ._ .1..A0 - _ 1 ; 0. ,zL,i s,: kAst. 0.1 AAtAl-t4& . ; , MODERN BUILDING SYSTEMS, INC. 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 (503) 749-4949 Fax (503) 749-4950 e t ..10:1VhiMOZ4) 1 4 c1.5t(5 trAttAlak ("5 ID:h 7 (1/6Z / . 7 ,_ \ ‹k`ILLi : 711 - 801 1;',63) Iribtc - 1)54 1 4 - irlaec„ 3f3oQ4-0 . - - 4pAtt-tt:s.et\- '(eG%51 t :61t.942.310\ - ; ; i (13 rich 6),(04\ - (AS > , . -(z_ (,.st K 1 o- rice4N- . 1 1 1 1 1 ! -; - -,-- ' ' , i. - — . , I : q ti ' ..41 - , (91_2_ 44- . 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I 351 59715 c es 6.7,11z10 DATE N'V 0. TABLE 1 Ultimate Friction Factors and Adhesion for Dissimilar Materials Interface 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 spails 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 spalls 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 Masonry on wood (cross grain) Steel on steel at sheet pile interlocks 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) 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 0.65 0.55 0.50 0.30 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 Adhesion C (psf) 0 - 250 250 - 500 500 - 750 750 - 950 950 - 1,300 7.2 -63. Change 1, September 1986 STATE APPROVED #3008 2034080000 8" 6,0001b. Pier #3010 2034100000 10" 6,000 lb. Pier #3012 2034120000 12" 6,000 lb. Pier #3014 2034140000 14" 6,000 lb. Pier #3016 2034160000 16 6,000 lb. Pier #3018 2034180000 18" 6,000 lb. Pier #3020 2034200000 20" 6,0001b. Pier #3022 2034220000 22" 6,0001b. 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 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. Rated 6,0001b. Tested 18,000 lbs. plus State approved — Tested, listed and labeled stamped in base plate of pier. #3234 2040223032 P/r 30" x 32" Plywood Pad 6,0001b. Rated on 1,000 PSF soil Figure 1 lizer ad Beam Frame IN LINE INSTALLED AND CONNECTED GROUND ANCHOR AND FRAME CONNECTION ' / :x1 " Grade 5 Bolt & Nut Locking Clip Home Main Beam Anchor and strap in straight Tine Anchors Tess than 48" in length should not be installed in line with the pull. LOCKING FRAME CLAMP II MMA -33 ASSEMBLED UNIT Pivot Clip must not vary more than 10 Deg. from Perpendicular i Minute Man Strap w /Radius Clip to Beam. To Anchor Ground 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 deflection is by use of a tested and Figure 3 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. 3. Home Frame 1(b) 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. 3 1 2 4(a) SOIL CLASSIFICATION CHART Soil Class Soil Description Blow Count (ASTM 01586) Test Probe Value Recommended Minute Man Anchor Sound hard rock Very dense &/or cemented sands, coarse gravel and cobbles, caliche, preloaded silts, and cla s. Medium dense coarse sands, sandy gravels, very stiff silts, and clays. Loose to medium dense sands, firm to stiff clays and silts alluvial fill. VERY loose to medium dense sands, firm to stiff clays and silts, alluvial fill. NA 40 -up 24 -39 18-23,3 12 -17 NA 551 Ib. in. Up 351 to 550 Ib in. 276 to 350 Ib. in. 175to275 ibs. in 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 4450DH 650DH 4636 EZDH 4636 NU Concept Stabilizer Cap 12" Stabilizer Plate 760DH 860DH 1060DH 17" Stabilizer Plate iember: Each county t t my or municipality may require a specific anchor from the groups shown for each classification. Check local regulations first. Soils less 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. have listed the soils for which each anchor is designed and approved. Soil classifications are taken from the ldard for the installation on mobile homes' Part 3280 each anchor model listed has been tested by an pendent 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 allowaaie working load equal to or eaGuutilg nu J, Y Ulf lbs. and are capable of withstanding a 50% overload (4,725 Ibs_ total). Stabilizer devices 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 1592 1593 1594 1596 1598 1599 1071 1101 1131 1241 1271 1349 1350 1390 1287 . 1288 1291 1346 1284 1282 1312 2390 MMA -18 2391 MMA -18 1420 MMA -12 I 1450 MMA -14 1445 MMA-42 1321 MMA 1322 MMA 2200 MMA -SD2 2202 MMA -SD2 2211 N CI 2691 MMA -29 2820 MMA -31 2822 MMA -34 wised 3/14/07 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 -99 650 -DH 5/8" 650 -DH 3/4 636 -DH 3/4 4430-0145/8 4430 -DH 3/4 36 -XDH 48 -XDH 24 BA 860 -DH 3 /4 1060 -DH 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 6" DISC, 50" ANCHOR 6" DISC, 50" ANCHOR 6" DISC, 36" ANCHOR DOUBLE 4" DISC, 30" ANCHOR 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 WET CONCRETE ANCHOR SWIVEL HEAD WET CONCRETE ANCHOR G W 1 ROCK ANCHOR G W 2 SOIL ANCHOR STABILIZER- 12" STABILIZER- 17" NU CONCEPT STABILIZER CAP FRAME CLAMP II W /STRAP LONGITUDINAL FRAME TIE-8 BOLT LONGITUDINAL FRAME TIE-4 BOLT 12. 2,3,4(a) 2,3,4(a) 2,3 2,3 2,3 1 1 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 SLAB SLAB SLAB 1 2,3 2,3,4(a) FlA 2,3,4(a),4(b) 2,3,4(a) FLA. INSTALLATION INSTRUCTIONS FIRST CHECK FOR UNDERGROUND UflUTY LOCATION: EZDH EARTH AUGERS 1. SEE DERAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIAN& EARTH AUGERS 1. INSTALL AUGERS INTO 8011 WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DIBTURSANCE LEAVING APPROX.12' OF 814AF'T EXPOSED. 2. STABILIZER AUGER DRIVE FLUSH GROUND SURFACE. OF STABILIZER PLATE GROUND UNTIL AUGER HEAD 18 FLUSH WITH GROUND SURFACE AND TOP CROSS DRIVE ANCHORS _ 1 CROSS OCK OR MINIMUM USED MERE INSTALL M BTASN2ER PLATE THE PLACE t SURFACE 1Y DEEP CONCRETE CONCRETE SLAB ANCHORS 1, CONCRETE SLAB TO BE MINIMUM 3 Ur THICK AND IN 00013 CONDITION, 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR 1826 80. FEET, 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12" FROM ANY EDGE. ALL APPLICATIONS 1. ATTACH STRAPS TO CHASMS IMAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. le ro boA. Warm OF WOO TOW NAIL NOON DX Ill DONNA TIE DOWN LOCATIONS R SINGLE WIDE EARTH AUGERS 36' 64' 2 DOUBLE WIDE CROSS ORNE ANCHORS M�ao�NONtt 37 42' 6T 62' 73' • t 3 4 6 6 7 MO IS cam trt ONTO TRIPLE WIDE CONCRETE SLAB ANCHORS 34' 42' 60 Sr 68' mm. 4 6 6 7 6 NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE 810E TIE OONMS AT THE 2' LOCATION SHOWN 810E TtE DOWNS AT 2'd' PROM EACH END HAVE A TOLERANCE OP V* were 18" MIN. TN S1 TIVOTE 1MAMA B• um E BROOM t7lLM TOM EbOTMDSYAMOUR A mend harem mos win ON MYVri• OT O WITOOONTNIHIGIPOU.OWNO, WAIREM MOOMIEfs4» END 11E DOWN Tutd'sTIMISMI NCB. MONO NIMY1Ot "Ott nit moo MOS AT TM OASSIB RN ONOL ONO MONTMyMM ATTACK° MANUNN NAAONT MON NINA ANN BOLTON M. OBE AEqp, BOLT a ION NIA rv 1.e)IL1 1\1 I/Alt5 MINUTE MAN ANCHORS, INC. InpttT ma Ttf °At TQOT'E8 11:03 par • • n 00 p �Z " '�R� WORPO O LOAD A A A a to u MK , the tO.om n JC1Q4 88 ZINC AT! AN0 AMOERS rr OBOBABN.) HORS ,yOS ( if WEN AM FOR OMMOIRRED' MEOtORTSDOM4$ ON TM SCEs OF 11a tAANUFACRTRED Nowt * O0Feel AR, R*QvI e0 AT 61101 otisse 01M4!AOI18O Of oat OPINE OP M CAN se ANY COMBINATIONS OF TM DIFFERENT TYRE OFTM COME GABEMED. . N TNf f6VENT EARTH ALMA GIIATBI MRTN1LDflUETOAN c'eBTlILIC'.fION. MOP Moss owe meson R co e8MSJ 8TA tiI�POR8*0NEARTM MI ?14k GM10718 L roRA 00 w/ MBTAI IATIDNS. MOM CHASM moms ARE B. E g MOWN AS i' sews. rot WJeMATK•I PURPOMS ONLY enamels/as ALSO E8^C'SWAIMORWVSMAPm, SEAMS M LOCATED NIT1Ml OP lfT}�018�O80P *AM 7. THE meows Lwow. warm, NEMER sraa, TYPE& L04om8, SOT. OP Iwremos. mom HEWN MI FR001M TH*EAME itDC* 08$4 W 1. ALLPARTE ARE STAMPED MIM .MOTIT7lA/PROPRNTIT PANT MEM t. BE0170m Nm4 *0rCN �1NO NOW T1�N01! t rt B OTTOMOF1 ►! *MOM SEMCOESSMOT ECM TEM IT. FRWGRADETO f4 TIE DOMI STRAPS N T7! LONOfTIMPIALOR TRANSVERSE OMECTI0N CAMS! BOLYI0 TO TM Nf7tN ATTAg1YENT PIATLTMATIS M USD TO M MMus BEAM 41111 Z. a :Will essml7tFD MOAN SYSTDI APOEOYt0 Matt MIED IM AION! MAW 4Br Bt marlin som Ay Mit. AfAEnk _ tad Co wCVOe `e er .?6((Q7 NC4E36, E2DH & MMA34 IARTH AUGER TIE DOWN cOlka At 'K a Kra?. !TAI ISAR SVC TM Opus AT'/iio r°`or EARTH AUGER TIE DOWN r'Ac tiou. stm ST IMU O.ARn • /p1 K OOUM ANDCII 1104 sTrA/ TV OOM' ' RF p C BEAM CHASStc C' ___ ____ INSTALLATION INSTRUCTIONS 1. THE DRIVE MACHINE I8 STARTED AND THE ANCHOR I8 TURNED two THE GROUND TO A POINT WHERE THE TOP STABILIZER MU SE AT ITS REQUIRED IINEITAUATION POSITION. LEVEL THIS INSURES THAT THE E•2 ANCHOR 2. FOR THE EZ ANCHOR/BTABIUZER TO ACHIEVE FULL DEVI N GREATER THAN 10 DEGREES. NOTE A SLIGHTLY GR INSTALL THE ANCHOR useD TO START TH NO ANCH TO AVOID CONTACT %NTH THE HOME & STRAIGHTENED TTTENED AS TAME ANA 18 GROUND BETA THE THE UT BOLT 18 INSERTED, STRAP FASTENED, AND TIGHTENING AOJUSTit4ENT MAC NO A WITH MACHINE INSTALLATION, A MINUTE-MAN ACApTgR DESIGNED TO FIT BOTH THE ANCHOR HEAD AN DRIVE MACHINE SHAFT IS AVALABLE, IN8TALUERS D0 NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT FOR EZANCHOR INSTALLATION. CONCRETE TIE DOWN 0 CROSS DRIVE TIE DOWN uMAS02 STABILIZER PLATE STABRJZATION PLATE WELDED TO R00 GUIDE & STRAP HEAD MMA -16 CO ANC R USE 011/90! MOW MR CROA SEWOVE H�OR MSS ORM ANCHOR w/ 3/4'd,32' ROOS 1r/ 23/32'41x33 8005 AMA- 21OJOH MMA PUT BOLT h NUT MMA -34 BOTTOM PLATE TOP /GM Goias ecw usE OMOT ►oo r' - 3' &WO 6 srnavrH icAbtOet Ao7TT.W PLATT LONGft ONAL E TIE (MR HAND ZONE q UMA -2 OPON STABILIZER CAP WAA 6 3/4 ON '430 NU 3/4 74 COMM, n d0C.T Hums To moot MMA -91 5/8 OIA MMA -92 3/4 DIA 1,44IA -94 3/4 014 4w -650 3/4 OIA 4430 OH 3/4 014 32.AUCER ANCHOR 32'AUCER ANCHOR 36•AUCER ANCHOR SD'AUCER ANCHOR 30• AUGER ANGROR M P.000 TLW 2.01 WESTERN STATES W a. i June 12, 2008 Mr. Allen Johannessen City of Tukwila Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -8548 • • Project: Tukwila School District Portables - Foster High School Our File No. 208004.10 Subject: Response to Building Division Review Memo, Permit No. D08 -198 Dear Mr. Johannessen: 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 tO& I'18 RECEIVED JUN 12 2008 PERMIT CENTER 0 mg //gt Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOM 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 Sincerely, Seen M. Comfort, PE Principal O 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. SMC /Isk c: Calvin Gasaway, Greene - Gasaway Architects, PLLC Q: \2008 \208004 \WORDPROC\ LETTERS\ 20080612_ Ltr_( CommResp _]ohannessen)_208004.10.docx NO June 6, 2008 Sheri Greene 2215 North 30 Street, #300 Tacoma, WA 98403 Dear Ms. Greene Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -198 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development RE: CORRECTION LETTER #1 Development Application Number D08 -198 Foster High School Portable — North — 4242 South 144 Street 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. kfoi- P:\Permit Center \Connection Letters \2008\D08 -198 Correction Ltr #1.DOC wer 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 North Portable Permit #: D08 -198 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. ACTIVITY NUMBER: D08 -198 DATE: 06 -12 -08 PROJECT NAME: FOSTER HIGH SCHOOL PORTABLE - NORTH SITE ADDRESS: 4242 S 144 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: I °•�' g D M ion Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: �ERbNIT COORD COPY • PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved 0 Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Fire Prevention n DATE: DATE: Planning Division Structural ❑ Permit Coordinator DUE DATE: 06 -17 -08 Not Applicable DUE DATE: 07 -15 -08 ►I Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Buildir Division Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COOK) cuwr PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -198 DATE: 04 -18 -08 PROJECT NAME: FOSTER HS NORTH PORTABLE SITE ADDRESS: 4242 S 144 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 4' ' ° f Fire Prevention P gg Division ix Public n W 1 orks Structural ❑ Permit Coordinator :� I�laa � �$ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DUE DATE: 04-24-08 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: DUE DATE: 05-22-08 Approved ri Approved with Conditions ❑ Not Approved (attach comments) P( Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg att Fire ❑ Ping ❑ PW ❑ Staff Initials: i'r�/ (p-ti--o0 • City of Tukwila R SUBMIT` tAL • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ 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 - NORTH Project Address: 4242 South 144 Street Contact Person: Sheri Greene Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LS— Entered in Permits Plus on ID '' \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -198 Phone Number: c 5 / '4 , QEOEI%IED CITY OF TUKWILA JUN 121008 QFPMIT CFNTER I f • ly .. r r � .. -' t . M AV F� 't:r, 1 EwL'1:�. J'!1'� Name: C _ - / * —• �'��7� ^�Jm �. " 41' `ri'li • +-' ,'r�l±'i'!Ip'E'� M1 OUC�4T� E ��41iEF.w{• 1r�ii� ':.ii i'i1 +4�ItYI1'.[ �FI1ll;w • A L :SA -111! 3f l tty_toL (�}:�lRr�l ni .r�`.5,n R;1vCerr'r e� ^ „ �S��n,.fi'Aj' e -0I�?r + ary� ,, i,4 �yJTf, r ;�, f3J� �1( EI-4,' .1V, "+IA drMIM� :+I�`�TnilWwlnlEl1t11E�1�Sn 1S.'.�L�1`�� I 1x I� Y'.'i JNY'�:Ill�lu 9A �1. -�'` t MI P I � Address: s Ai , eat,. c �� 4 Address: / ��o -, /y Phone: ..t:) Phone:. 3 0 _ 9 _0, Area is served by (Water Utility District): Owner/ nature CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 � D1sr• 12 Agency/Phone Z� _ Z 2 - �I 9547 pl1 I UU CERTIFICATE OF WATER ►� VRABILITY Required only if outside City of Tukwila water district �'P + Ct . ^ RtP^ .u �T.. , f� ;�:Sm T ! ^' i74'L'A 'r 1 . r: •'�' �r �+G �' y "i r i+ e [� �,yy � ''! n•.. l�'T r J'w�i f !� ,�r'.rt +'�5. h �, {, r i i ' �y.�.,,�:'ISiai, '} .� ? ry l.N risk $11' +� -�U �a + �' V e :. f a h 'r7 e , t F: s j ti . I ,+ '531 !1y'tl . ¢ „f " ' % ti } �+ . r , }; y,. da�+i.> Fy n 11 b n fit. 7 W.N�fi• � rA�.Lo "_wu.et�: tmf��.� i'rbrte�t J�.+. ✓r�il %� t JLi`i "..•!r+� 3,Gr� :�'.1��,�L)' :i ,�'�� Sl'�:. f'�..';i �.. �`i. � rL;, e y� ' � - h 1 tw C;+.. J�. I r t$'t. r,:.:,r,7 n,. 1 .�' r � z1: +. d•, t�.. J'I�..i�l,a.�J �tw�..tb.;�..4,�fi ?, , a: ��1 ' It , ` Site address (attach map and legal description showing hydrant location and size f main): This certificate is for the purposes of: ❑ F esidential Building Permit Q Commercial/Industrial Building Permit Q eta-t t b5roo'►- Estimated number of service connections and water meter size(s): Y� Vehicular distance from nearest hydrant to the closest point of structure is t t n ft. taL_rZ A t —�C► /9 ❑ Preliminary Plat RECEIVED AP'F ? 4 9n08 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 - 431 -3670 PERMIT NO.: ❑ Short Subdivision 0 Other - 019ble, 2 Date 1 �ff� tt+t+J t ��.. c � '"I 1 C � r,R i�,Y wJ' Ry'1"'u��{" "^� "f" P^ �17�J'i,?�°�f "- 7'�� t + I � (` I �?�EE ti�. " tli . M M1 p i !' hrd i .' �f''+?�ti�4U�db Ji�(]�iN a �E' 1 6i ?'� E�4 ' �r ?" �:f }, fl l' ,. r i ” �7 :�77�.".'Y{ dsi. I lu tiv c o ,i. t reJ n s. r �,. m ��f[ ��i�:�i�..,a...i i,..�ixc6,n'��.o �'hr:t:,, 1. {�a,tdfu3in.J'a, �t�.��irc r r W 'I�; .4�, En kr tie# "�l� 1. The proposed project is within T /-e �! t J 1 L 1< 1 ao (City /County) 2. 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: RECEIVED CITY OF TUKWILA iu/i4 (Use separate sheet if 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 55 gpm at 20 psi residual for a duration of 2 hours at a velocity of (0 fps as documented by the attached calculations. 5. Water vallability: Acceptable service can be provided to this project O Acceptable service cannot be provided to this project unless the Improvements In Item B -2 are met. O System is not capable of providing service to this project. I hereby certify that the above information is true and correct- PERMIT-CENTER By Date C � •- -z._ / —coq? This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7 -2003) Printed: 9 -18 -03 APR 18 2008 3 Z/- oS 03/19/08 WE!) 13:44 [TX /RX NO 6920J 4 -. • • 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 t - ��2 Date S /96/D7 District Representative ,P, ,,t2 Date 3 - Z ( 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, Elect Electritin 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. TRAVELERS • 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 Page 1 of 2 https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= CONSTCL982D6 06/25/2008 SHEET INDEX SHEET NO. SHEET T111 C1.1 COVER SHEET C2.1 T.E.S.C. PLAN C2.2 DEMOLITION PLAN C2.3 T.E.S.C. DETAILS C3.1 GRADING, DRAINAGE & PAVING PLAN C4.1 NOTES & DETAILS C4.2 NOTES & DETAILS VERTICAL DATUM PUBLISHED ELEVATION 287.900' TBM #1 PER AHBL 03-08 IN PARKING AREA LOT SURVEY MAG AND TAG, POINT #103 ELEV = 286.195 BASIS OF BEARING POINT NO. SNH -019 N= 175798.724 E= 1277107.789 AT THE INTERSECTION OF 24TH AVE S W/ S 146TH ST. POINT N0.3457 N =1790888.426 E= 1279798.489 AT THE INTERSECTION OF 32ND AVE S W/ S 136TH ST. ray«zsa.D7 +°_. CCIC G $122$3.&7 12 FYS Vi r.,21Y7.S2 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. WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE KING COUNTY AND CITY OF SEATTLE HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS SNH-019 AND 3457. A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS NORTH 3916'49" EAST. LEGAL DESCRIPTION PER RECORDS OF KING COUNTY ASSESSOR A PORTION OF 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. LESS COUNTY ROADS CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 TUKWILA SCHOOL DIS RICT PO TABLES-FOSTER HIGH PORTA A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 1 ' , T23 N, R4 E WM KING COUNTY, WASHINGTON MR LEA; w" �. n r 2R PI IF M. NAP" ill SR able C I A STASH $7(d 4S '4J • . JO' CAS" AE OVt7[r" O?! Tr.0277.72 717P_2::I9 12 GAP Vet 279.63 PT:S5r91E 5L' ;p' s FIN WWtfJ gi,E TV SW Fr�2A.T3 ASPHALT P 12 12 CONSTRUCTION SEQUENCE 1. THE CONTRACTOR WILL FLAG THE CLEARING/PROJECT LIMITS. 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. DEMOUSH EXISTING SITE FEATURES INDICATED FOR REMOVAL 5. MAINTAIN EROSION 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. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY s 142ND ST, Fr -2.Ta fir K n - -_- l� 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. ENSURE 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 8.0 118 0 8.0 40 GRAPHIC SCALE 0 20 ( nN .rya' ) 1 inch = 40 ft. CIVIL ENGINEER/ SURVEYOR 40 mow 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 USING 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 CALLING 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 11ED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE 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 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 ELECTRIC: SEATTLE CITY LIGHT PHONE 206- 684 -3000 GAS: 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 HULTZ 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 11-IEIR OWN QUANTITY DETERMINATION. 0 THE LOCATIONS OF EXISTING UNDERGROUND U11U11ES 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 UTILITIES 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. SEPARATE PERMIT REQUIRED FOR: L� Mechanical g lectrical Plumbing IGas Piping City of Tukwila BUILDING DIVISION Y x D P G EXISTING 0 O FDC 0 0 LEGEND \N ....... --- 410 - - -- CATCH BASIN FIRE HYDRANT STORM MANHOLE LIGHT POLE YARD LIGHT ARE DEPARTMENT WATER VAULT LES VICINITY MAP SCALE: 1 IRRIGATION CONTROL VALVE BOLLARD SIGN GAS METER DECIDUOUS TREE WATER VALVE FENCE LINE STORM DRAIN LINE SAN. SEWER LINE BURIED POWER LINE WATER MAIN GAS LINE CONTOUR REVISIONS of work k , vithoiit prior approval of Tukwila Building Division Revi�=:rns will require gwire a new pi?n submittal Ind may i+��.I �r. r: .:`;p' n i plan re ",ro fen Per Permit No review approval is subjact to errors and orn! l.; proval cf construction documents does not Out r : violation of c Ply adopted code or ordinance. R CONNEC1O f�"ppi•OYad Field � V and Nona is 360' BY ADA ACCESSIBLE PATH E--- E- SILT FENCE CB INLET PROTECTION ON -SITE CLEARING LIMITS CEMENT CONCRETE PAVEMENT CRUSHED ROCK GRAVEL PAD ASPHALT CONCRETE PAVEMENT TEMPORARY BENCH MARK PROPOSED Iii 'fir O 'i 0 0 D r a i ,I. 7 a, Tukwila W ISION 410 2174' mil irt417 1 :4;40 13:4 1r,1 11 1 FOSTER HIGH SCHOOL SITE C VIEWED FOR CODE COMPLIANC i APPROVED JUN 2 3 2008 Of IICWAlIic� 0 L UIL )TG��G o `fiSiOP RECEIVED CITY OF TUKWILA APR 1 8 2008 PERMIT CENTER B ions. l oriiza 1c@ipt led: TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.3832422 TEL � Suite 1620, Seattle, WA 98101 208.2'57.2425 1 . Project Title: Cllent: Job No FOSTER HIGH SCHOOL 2008 PORTABLES Revisions: Sheet Title: Designed bv: WJF Sheet No. GREENS- GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 =941 -4937 Issue Set & Date: PERMIT SET 208004.10 March 31, 2008 REUSE OF DOCUMENTS 1H1s OOCIA13IT PAS BEEN SpO aEC1RONCALLY 11 ACCCMARCE RUH MAC 196- 2 AND OIAPIIR 19.34 Rp1 111APITMED AI.7FRA110R OF MY CF THE !f'ORIIA13C 1 aims DIMWIT 111 IRYAUCIRIE TIE COMM YY CER11FlG110H AND SGNA1URE. TIE WAS AHD cans 110:1PCRA1ED WREN. AS AN 161111.11311 OF FRfftSSCRAI. SPOKE. IS THE PRCPFRTY CF Aff AND IS HOT 10 E USD/ Rl UU.E CR IN PART. FOR MY 01101 PROECT MINT NPoTTEH 10111CRRZA110R OF Ma. COVER SHEET Drawn by: Checked bv: CMV SMC C1.1 1 of 7 Sheets CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY TUKWILA SCHOOL 1 IS RICT P TA LES-FOSTER HIGH PORTABL S A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 1 , T23 N, R4 E WM KING COUNTY, WASHINGTON 28.00' C 5.00' 0 r= n L.1 PORTABLE 1 RAMP DETAIL 1 SCALE 1" =5' 1 1/2'x 1 1/2"x125 AL. ANGLE HOLD TOWN FOR TREAD. BOLT AT TODDLE AND ON ENDS THROUGH L SHAPE. 7/16" GRADE 5 BOLTS 1:12 = SLOPE DP. SEE SECTION C 1 1/2 x 1 1/2 x 5/32" (TIP) L 1.4 SEE SECIlON C PICKET SUPPORT RAIL 2' APART ! CENTER, TYP OF ALL HANDRAIL ANCHORS. 458 WELD EXTRUDED T-BAR SHAPE ON ENDS OF EACH RAMP SECTION USE (3) (GRADE 5) 1 1/2' EQUAL SPACED BOLTS WHEN JOINING RAMP SECTIONS TOGETHER RAMP SECTION TYPICAL PROFILE NEW (INSTALLED WM GUARDRAIL) SCALE: NTS 1 x 1 1/2" x .120' SQ. TUBE CROSS M IN MIDDLE OF EACH RAMP SECTION. WELL) LEG POCKETS AND BOTTOM OF MUDED -BAR SHAPE. 11/2' SQ. TUBE, 1/6' THICKNESS, 6063 15 SEE DETAIL 3 FOR H 3"X1 -1/2'X .125' AL. PLATE W/iECH SCREWS FORALJ T OPTIONAL ADDITIONAL 5'Xx" PLATFORMS. x.125" AL 1E W/IECH SCREWS FOR ALIGNMENT THICK. 60631E 3 HOLES PER 3/8. 5 ZINC - . . -• •• SUPPORT. 1w 1I !. GRADE �I � OPTIONAL �itlM � d 319 ADDITIONAL 5105' PLATFORM/a i WELCOME RAM!SYSTEMS INC. ACCESS RAMP PLATFORM DAIt.: 06/19/2007 BY: CG /JS JOB NUMBER: SHEET OF 8 (61t 514e6t1) l/4' 'ARC . TTP w 2 I /y" PLATTO.L IITSTtiI BOLT WITH 1` AIM. CLEAR W STRWOER PATE 4{[0OND HOLE (TIP.) 2_ 2' . 3/16' RL't[NER THEE 5 LONG (TTP.) , :"P1ATFoRu .>;TAU. eou *nu f` OW. O1FR STRL ATE CEIt FLATS AROUND TALE (TIP-) 2_ • 2" • 3/16 - RECOVER IUSE 5' IQHC OW.) t u SEAL(: 1 /2 42" TER CLUB TO Pk (3) IJ]'•. LCLT5 MOLLY SPICED 11070 1 /. x r' 52442 &U AUPPHUM PRATE W1O PNTFORH. R ATFORS PASgN, HOOHT VARIES EN .OVfli 1fpN 23' A. A1M'A,E, 3/15" HPO4 5UUW HIM STIFFENER IG CA. X 47-.I3/16` MAT US V. STEEL, TTP. Fun CARTHAGE SEE OEM. LEVELING FUO -3 /4 THREADED 4bTb5HAENT 4 SO. 1TP. bum. 5 1.443:Ra r. a" SCALE, 3 1' TECH SCREW EIET 0.4444 -54■ SCM1US 3 3/13' BOLTS. TIP. 3A. OR 3 MEADS PER STAIR. HOU WN10E OT MEP5 I1^ Rut 3/8 DL. THEY Der W RU1 k TN$ERr L TNr • 50PPCRT P05T" TTP.- 5/167 DETAIL BPArXET_FOH PAf ITLRATLSWPOWS SCALE: 3'41 EEO 14HORaq RE S CLOSED RUERS 6 l FAG RN2F SYSTE).TS HNC ACCESS RAMP STAIR DETAILS & DETAILS 1 -7 WLYRUNL CORHECRD:+. RETA . a 4" LOnt: 1: 1.-3 /4211- 3 /.rx ANGLE MTH (2) 3/B T,CK 97EWS IWO POST. MOM IM MO( TO emu All DETAIL 3 APOD>:D. cLP $OALp 1 /2 - 41 • C .0" OR r' -o - - L410cC HEM SIAIR RAP DATE: OT /IO /2007 kT; JDD Nu4-BER 5 OF 5 SHEET K V EVi ED FOR CLODE COMPL !P s�5° E APPROVED JUN 2 3 2008 City If Thkwila ill d f (p _.00rl1SI L RECEIVED CITY OF TUKWILA 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 206.267.2425 TEL Project Title: Client: Job No. FOSTER HIGH SCHOOL 2008 PORTABLES Revisions: Sheet Title: Designed by: WJF Sheet No. GREENENGASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 - 941 -4937 Issue Set & Date: 208004.10 RAMP PLAN APRIL 18, 2008 RAMP PLAN Drawn by: Checked by: NH SMC R .o 1 of 1 Sheets GENERAL NOTES 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 TU /WL A WA 98168 OWNER NAME: T U /WOILA SCHDD COUNTY: KONG 44 th STHEE T GENERAL: PLUMBING: ELECTRICAL: MECHANICAL: STRUCTURAL: DESOG IN CROTEROA CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCY LOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURES ELECTRIC SERVICE LOAD VENT ILAT ION OCCUPANCY LOAD CL IMATE ZONE HEAT I NG AIR - CONDITIONING ROOF LIVE LOAD P = 20 P = 1.0 C = 1.0 T 1.0 C = 1.2 VB (NON-SPR INKLERED) E 84 FRONT: REAR: LEFT: RIGHT: 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 T w 1.0 a = 1.0 SEISMIC BEARING WALL SYSTEM S = 1.50 T 1.0 USE GROUP T SEISMIC DESIGN CATEGORY D SITE CLASS 0 0A-1 ; .vitANEp Fq C.,Le: COMPL!-.P CE APPROVED, JUN `'2 3 2008 J f 'I �kwUa I 1VISION RECEIVED CITY OF TUKWILA APR 1 71108 PERMIT CENTER REUSE of DOCUMENTS THIS DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OP MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. MIXERN BUILD ING SYSTEMS, INC. 2008 N w F U3 ❑ 0 .1 m z w 0 0 a) • LL cc N. lot Fi CL W U) • F 7C CL 1 ii) w w 0 W m co 0 av SC UET ONDiX NO. TDTLE 1 COVER SHEET 2 FOUNDATION PLAN, NOTES AND DETAILS 3 FLOOR PLAN, PLAN NOTES AND SCHEDULES 4 REFLECTED CEILING /ELECTRICAL /MECHANICAL PLAN AND NOTES 5 EXTERIOR ELEVATIONS 6 DETAILS 7 RAMP, LANDING AND STAIR DETAILS GENERAL NOTES 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 TU /WL A WA 98168 OWNER NAME: T U /WOILA SCHDD COUNTY: KONG 44 th STHEE T GENERAL: PLUMBING: ELECTRICAL: MECHANICAL: STRUCTURAL: DESOG IN CROTEROA CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCY LOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURES ELECTRIC SERVICE LOAD VENT ILAT ION OCCUPANCY LOAD CL IMATE ZONE HEAT I NG AIR - CONDITIONING ROOF LIVE LOAD P = 20 P = 1.0 C = 1.0 T 1.0 C = 1.2 VB (NON-SPR INKLERED) E 84 FRONT: REAR: LEFT: RIGHT: 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 T w 1.0 a = 1.0 SEISMIC BEARING WALL SYSTEM S = 1.50 T 1.0 USE GROUP T SEISMIC DESIGN CATEGORY D SITE CLASS 0 0A-1 ; .vitANEp Fq C.,Le: COMPL!-.P CE APPROVED, JUN `'2 3 2008 J f 'I �kwUa I 1VISION RECEIVED CITY OF TUKWILA APR 1 71108 PERMIT CENTER REUSE of DOCUMENTS THIS DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OP MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. MIXERN BUILD ING SYSTEMS, INC. 2008 N w F U3 ❑ 0 .1 m z w 0 0 a) • LL cc N. lot Fi CL W U) • F 7C CL 1 ii) w w 0 W m co 0 av WEDGES & SHIMS AS REQUIRED 15/32" T1-11 W/ 8d AT 6" & 12' O.C. CONT. P.T. 2 x 8 12d AT 6" O.C. AT 2 x 4 P.T. 2 x 4 x 2'-0" L. AT 6' -0" O.C. W/ tt5 x 1' 6" DRIVE PIN (2) 12d TOE NAIL EACH SIDE LO 2 x 4 DF BACKING W/ (4) 12d AT 24' O.C. & (6) 12d AT 4 x 6 POST 5/8" DIA. THREADED ROD W/ WASI -ERS AT 3' -4" IN EACH END AND 8' -0" O.C. 16 "x16 "x4 °CMU PIER OR P.T. 2 x 12 x 2' -0" F 2 11 1 ' -8 " PERIMETER FOOTING 11111 =11111 IIIII�IIIU�' -uil1- Ifll�lllil�lll IIIII(illll�llillIfll(11111- "" "11111= 11111 - 11111 = �I�II�IIf = " "'^ —III 1= 1IIII nm MARR I AGE LINE FOOTING 5' -0" 8' -0 P.T. 2 x 8 x 16' CAP 8" x 8" x 16" CMJ 9 '_10" 8 °x8 "x16° CMU 16" x 16' x 4" CMU PIER WEDGES & SHIMS AS REQUIRED P.T. 2 x 8 x 16' CAP 6' -0" SCALE: 3/4' • T -0' SCALE: 3/4' - 1' -0' 6' -0" 4 x 8 OF 'x2 _Efl_ 8' -0 (2) 1 -1/2" x 7 -1/4" L.V.L. 4x8DF #2 AT 6' & 12" O.C. 2 x 4 BACKING AT 24' O.C. CONT. P.T. 2 x 8 (3) ROWS OF 12d AT 4" O.C. #5 x 1' -6" DRIVE PINS EACH END 32' -0" 12' -0" FO 6'-0" 8' -0" TIE -DOWN STRAP } ATO END WALL COLUMN FOOTING 6' -0" SIMO'SON CS18 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 1' -3" FLAT (3) 12d TOE NAIL TYP. A� J 'III �nlllll�llllllllll�lll' VIII = VIII- lllll�uul�' —IIIQ- 8 . -0 „ P.T. 2 x 4 x 2' -0" L. AT 6' -0" 0.0. W/ #5 x 1-6" DRIVE PIN (AT C.M.U. BASED PIER ONLY) SCALE: 3/4' - 1 SCALE" 3/4' - 1-0' 6' -0" 17' -0" PLA\ 11/4' x 0.031 GALV. STRAP W/ BUCKLE LOOPED AROUND LVL 5/8' DIA. STRAP BOLT 3/4" DIA. x 30' W/ 4` DBL. HELIX AUGER ANCHOR (DRIVE IN GROUND AT 45 DEG. TO ALIGN W/ STRAP - DRAW STRAP TIGHT & LOCK BOLT) 8 ' -0 „ 6' -0" SIMPSON CS18 W/ (4) NiO's EACH END - (4) TOTAL AT BOTH TOP & BOT. (2) OF6x10x3' -6° (6) P.T. 4 x 8 FLAT x (3) 12d TOE NAIL TYP. COLUMN FOOT ING GALV. STRAP SIDEWALL L.V.L. RIM SCALE: 1/4" = 1' -0" SIDEWALL ---� SKIRT RIM C.M.U. PIER BELOW TIE -DOWN STRAP TYP. AT (22) PLACES SEE DTL. 6 15" 6' -0" 8' -0 ti 12' -0" 32' -0" 8 11111 =0111 �I = 1iu1 11111 = 11111 = 1 (NOTE: FULL STRAPS NOT SHOWN) CORNER T I E- -DOWN 6' -0" (2) 4 x 12 POST 4 x 8 DF 8 -0 (2) 1 -1/2" x 7 -1/4" L.V.L. 4 x 8 DF 1 2 TYP. JOIST 2 x 8 BLOCK GALV. STRAP SCALE: 3/4" - T-0" ENDWALL DBL. JST. ENDWALL SKIRT RIM SCALE: 3/4' • 1 6' -0" 9' -10" 8' -0" EACH SIDE AS REQ'D TYP JOIST 5' -0" (2) 12d TOE NAIL WEDGE AND SHIMS 16" x 16" x 4" CMU PIER OR P.T. 2 x 12 x 2'-0" llll�IIIII111 .1�11111111111111111111�11�1= "I lllil= 11111 = 11111 - ftlll l� " "'� — VIII —IIIll '' MID -SPAN FOOT I NG 16" 2x8BLOCK ENDWALL SKIRT RIM (NOTE: FULL STRAP NOT SHOWN) TIE -DOWN AT MARR I AGE 4 x 8 OF #2 P.T. 2 x 8 x 16' CAP 8 ' x8 "x16" ChUJ MARRIAGE LINE L.V.L. RIM GALV. STRAP SCALE' 3/4' - T-0• SCALE 3/4' - 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 FOUNDAT ION 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 e ° 1.0 USE GROUP I SEISMIC DESIGN CATEGORY 0 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 0 -2 TO A MINIMUM RETENTION OF .40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 21/4 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 PAfI Tfl AN APPRflVEfl MANAGE SYSTEM. (2) 12d TOE NAIL EACH SIDE (2) 6d DUPLEX 6000" PRE -FAB METAL PIER 12 PSF 25 PSF 10 PSF 40 PSF 2000 PSF l � ' llllllllllllll�lllillllll�lllll= 1111111111= �" "'11111= 11111 = 11111- 0lll�lllu� " "'� — nnl�lllll - "" ALTERNATE MID -SPAN FOOTING Do8 /q8 V.EED FOR`°" ) �, E CO r APPROVE JUN 2 ;3 2000 4 x 8 DF 'j2 16" x 16' x 4" CMU PIER OR P.T. 2 x 12 x 2' -O" z N SCALE: 3/4' RECEIVED CITY OF TI 9(MLA APR 18 NUJ PERMIT CENTER REUSE CF DCCU4ENTTS THIS DOCUMENT AND T1-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 WIT1-CUT WRITTEN AUTHORIZATION. vplw • CL F§ IL W 0 CO D O ao SHEET 2 2008 -AA -49 HARDWARE SCHEDULE 000R 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 -V2" R.O. FEIGHi 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.D. WIDTH CALL SIZE • 4 -1/2" R.O. HEIGHT CALL SIZE • 2 -1/8" RIM JOIST TO RAFTER RIM JOIST TO TRUSS 3 PER RAFTER MIN. 2 PER TRUSS 2 ROWS AT 12" O.C. 2 EACH END 2 ROWS AT 5" O.C. 4 AT RAFTER STOREFRONT DOOR R.O. WIDTH CALL SIZE • 4 -V2` R.O. HEIGHT CALL SIZE • 2 -1/8" D HAND TIMELY SPLIT MEDIA DOOR R.O. WIDTH CALL SIZE • 1-V4' R.O. HEIGHT CALL SIZE • 1" E ss1 METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) (INSWING) R.O. IDTH CALL SIZE • 2" R.O. I -EIGHT CALL SIZE • 2" 42 METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) (OUTSWING) R.O. WIDTH CALL SIZE • 2' R.O. HEIGHT CALL SIZE • 1 -9/18" F THROAT PHILLIPS DOOR #87 (WESTERN STEEL DOOR) R.O. WIDTH CALL SIZE • 1" R.O. I-EIGHT CALL SIZE • 1' G 6' -8" METAL DOOR W/ HOLLOW METAL FRAME (KNOCK - DOWN) R.O. WIDTH CALL SIZE • 2` R.O. I-EIGff CALL SIZE • 1" RHOS INTERIOR DOORS 1 PT HOLLOW / SOLID WOOD DOOR W/ WOOD FRAME R.O. WIDTH CALL SIZE • 2" R.O. F-EIGHT CALL SIZE • 2 -1/8" 2 I-P1 TIMELY FRAME R.O. WIDTH CALL SIZE • 1-V4' R.O. I-EIGHT CALL SIZE • 1` 3 G POCKET DOOR R.O. WFOTH p x CALL SIZE) • 2" R.O. :-EIGHT CALL SIZE • 4' 4 4x6 DF S FLAT BI -PASS DOOR RO. WIDTH CALL SIZE R.O. FLIGHT CALL SIZE • 2 -1/8" 5 3'-0" B I-FOLD DOOR R.O. WICTH CALL SIZE • 2" RO. FEIGHT CALL SIZE • 5/8" • FINISH HARDWARE SCHEDULE CONNECT ION NO. / SPACING IOO1d RIM JOIST TO FLOOR JOIST JOIST TO JOIST BLOCK ING 3 PER JOIST 2 ROWS AT 12" O.C. 2 EACH END 1EVM STUDS TO PLATES - END NAIL STUDS TO PLATES - END NAIL BLOCK 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 dooa 1 RIM JOIST TO RAFTER RIM JOIST TO TRUSS 3 PER RAFTER MIN. 2 PER TRUSS 2 ROWS AT 12" O.C. 2 EACH END 2 ROWS AT 5" O.C. 4 AT RAFTER RAF I k1- TO RAFTER BLOCK ING 2 x 4 LEDGER 2x BRACE TO RAFTER HARDWARE SCHEDULE GROUP #1 GROUP *2 GROUP *3 GROUP *4 1-V2 PAIR BUTTS PL! L/PANIC W/ LOCK CLOSER WEATHERSTRIP DOOR BOTTOM 1/2" MAX. ACCESSIBLE THRESHOLD R.Q. - TYPE HDWR `GROUP FIRE RATING DOOR SCHEDULE 5 SIZE DOOR LITE FRAME R.Q. - TYPE HDWR `GROUP FIRE RATING HEADER REMARKS WIDTH I -EIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MATL FINISH THROAT 1 3' -0" 6' -8" 1 -3/4" RHOS HM MTL PT - - I-P1 PT 7 -7/8' G 1 - 4x6 DF S FLAT 2 3'-0" 6' -8" 1-3/4" LHOS HM MTL PT - - PM PT 7 -7/8" G 1 - 4x6 DF #2 FLAT WIINDOW SCHEDULE SPACING TYPF MIN. LENI3TH $ [ZE WINDOW TRIM Fl OOR SHEATHING (UNF31 OCKFF7) 6" EDGE 10" FI 8d 03) SCREWSHANK 2 - 3/8 ° 3/4" COX OR O.S.B. OR STURD - FLOOR T &G INTERIOR SHEATHING 7" EDGE 7° FIELD bd COOLER 1-7/8" 5/8" TYPE 'X' GYP. BD. EXTERIOR SHEATHING 4" EDGE 7" FIELD GALVANIZED 1-3/4' ROOFING NAIL 5/8' TYPE 'X' GYP. S1- EATHING SInING (AI1 Ff)CiS SUPPORTFD) 6' EDGE 12" FIELD 8d (.105) GALVANIZED 2 -1/2" 15/32' DURATEMP ROOF SI- FATNING (UN IOCKFT)) 4" EDGE 8" FIELD 15 GA. STAPLE 2" 7/16" O.S.B. WIINDOW SCHEDULE LTR. QTY $ [ZE WINDOW TRIM HEADER REMARKS WIDTH HEIGHT TYPE FRAME GLASS SHGC U-VAL INTERIOR EXTERIOR A 2 4' -0" 4'-O" XO VINYL DUAL / LOW F.' SOLAR BRONZE 35 36 CO 1 x 4 CDR 4x6 DF #2 FLAT HORIZ. MINI- BLINDS B 2 4' -0° 4' -0" X0 VINYL DUAL / LOW 'E SOLAR BRONZE TEMPERED 35 36 CO 1 x 4 CDR 4x6 OF tt2 FLAT HORIZ. MINI - BLINDS cp N T) _ TN L z LU J 1' 6" TEACHER CABINET 7 , -0 ,. N NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 2) ALL EXIT DOORS SHALL BE OPENASLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE DR EFFORT (U.N.0.) NOTE: CAULK AND SEAL ALL EX I ERIOR WINDOWS. ALT. ELEC. PANEL LOCATION TEMPERED 4' -0" CLASSROO EQ. 32' -0" 10' -0" EQ. I A 3) ALL DOOR LEADS 4 -1/2" U.N.O. 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO EXCEED 5 POUNDS. 2' WIDE TEMP. SHIPPING WALL W/ L.V.L. BRACE AT FIRST RAFTER EACH S I ❑E - TYP. L.V.L. BRACE AT FIRST & THIRD RAFTER EACH SIDE OF COLUMN TEMPERED 4' -0" HLOOR PLA 4' -0' ABIEREVHATOONS AL AFF BA BV CDR CLR ALUMI ABOVE FIN. FLR. BRONZE ANODIZED BOTTOM VENT CEDAR CLEAR CO CS FGL FP FPT NB COLONY OAK CAULK & SEAL FIBERGLASS FACTORY PRIMED FIELD PAINTED HARDBOARD HC HM INS KD LH LHR HOLLOW CORE HOLLOW METAL INSULA I EU KNOCK DOWN LEFT HAND LEFT HAND REV. MTL NRW PF PT RH RHR METAL NARROW )LITE) PREFINISHED PAINT RIGHT HAND RIGHT HAND REV. SC SF STN TIM IMP TTP SOLID CORE STOREFRONT STAIN TIMELY FRAME TED TAPE, TEXTURE, PT VWS WD WLD VINYL WRAP SURR. WOOD WELDED 64' - 0" 3' -0" 3 ,_ 0 " SHIP LOOSE: (2) 4' x 8 WHITEBOARDS 4' -0" 4' -0" SCALE: 1/4" = 1' -0" 32' T CLASSROON 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" DATA LIST CLASSROOM WALLS/PLENUMS TOTAL SQ. FOOTAGE: EXT. WALL LIN. FOOTAGE: INT. WALL LIN. FOOTAGE: PROJECTED ROOF AREA: (1770 S.F.) TEACHER CABINET 7 '_ 0 ' (1680 S.F.) /(20) (90 S.F.) z w 0_ f m J 2oSI9S 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 RA I EU SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) JOISTS: 2 x 8 HF tt2 & BTR AT 16" 0.0. 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 EXTERIOR WALL CONSTRUCTION PLATE HEIGHT - 8' - 1/8" FINISH: 15/32" T1 -11 DURATEMP W/ 8" VERT. GROOVES SHEATHING: 5/8" TYPE 'X' GYP. SHEATHING STUDS: 2 x 6 DF STUD GRADE AT 16" 0.C. INSULATION: R - 19 U (FIBERGLASS) I NTERIOR FINISH: 1/2" 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.0.) INTERIOR FINISH: 1/2" V.C. TACKBOARD OVER 5/8" TYPE 'X' GYP. BD. SHEATHING CEILING NOTES CEILING HEIGHT: 8' - 0" (U.N.0.) 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) 4 6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) tt 6 x 1 STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT EACH CORNER FASTENING /SCHEDULE - MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAW INGS) 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 15 FELT (MIN. CLASS B) (6) STAPLES MOP IN FIRST 2'-0" AT EAVES SI EATHING: 7/16" 0.S.B. (24/16) FRAMING: 2 x 10 HF #2 & BTR AT 24" 0.C. BEAMS: DBL. 1-1/2" x 24" x 2.0E CONTINUOUS LAMINATED VENEER LUMBER (ER -4979) (4 TOTAL) OR 3 -1/8" 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 EXTERIOR 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) 1 r -_, y l t WED ap� _� _� APPROVED " •� j JUN 2 3 no city Of 11 iki Ia l ° ' ?i (3 OVISION RECEIVED CITY OF TUKWILA APR 18 ZUUd PERMIT CENTER REUSE OF DOCUMENTS THIS DOCUMENT AND TI IDEAS AND DESIGNS INCORPORATED 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 AUTHOR • z 0 z EC 0 O'► W 0_ m 7 w F-- V) CO 0 SHEE I 3 2008 -AA -49 28' x 64' MODULAR 0.ASSROOM ALT. ELEC. PANEL LOCATION 1 D 1 ■ ,' 111 II 411 III A, 4 III I II A9 A9 1200 CFM R/A A7 A7 A7 A7 1200 CFM P/A A5 A5 30 x 16 WALL 30 x 14 WALL A GRI -LE GRI LE A3 A3 A I Al ! I ■ ="-V; TAY Al T Y - �� ` =i \ � 1,5 � 30" x 10" S/A DUCT T,---- ` II . Al 30" x 10" S/A DL CT `, ' (24 L.) \ (24' L.) i A• 300 . 300 �� OS Ak 300 C�„ �� 8 c„11^.J nnn .. ^J n 1. 300 A7 aA7 300 C� 300 r 300 i 5 CFM CFM 8 CFM n U U ll `. 1„ CFM 49 GFM V C� � OS CFM 8 " ► CFM CFM I § A15 ABOVE BOVE A15 I �_ i A _ A � CEILING ■ _ - FILING A , , , Al ii i : A3 DL ,, A3 ` \ A3 Al Al Al 411 Al DL rL DL DL All A 3 A13 _ - 7 _ - All 41 • +4 © j 45 4 1 1 4 1 1 V . 1 1 • • • • SYMBOL LEGEND 2' x 4' FLUORESCENT LAY -IN FIXTURE (3) TUBE 32W T8 W/ ELECT BALLAST I 2' x 2' LAY -IN SUPPLY DIFFUSER CEILING MOUNTED EXHAUST FAN (110 CFM) 05 CEILING MOUNTED OCCUPANCY SENSOR --c-- WALL MOUNTED LIGHT FIXTURE PC - PHOTOCELL WP - WEATHERPROOF DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP = WEATHERPROOF RFFLLCTHD C ELECTRICAL NOTES CONDUIT: ® METALLIC AND M.C. CABLE ❑ NON- METALLIC SHEATHED CABLE $ SINGLE POLE SWITCH DL = DAYLIGHT ZONE S3 THREE -WAY SWITCH JO JUNCTION BOX O FIRE ALARM (RACEWAY ONLY) VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE Q THERMOSTAT AT 48" A.F.F. TO TOP OF CONTROLS OD CLOCK RECEPTACLE (120V) +88" DISCONNECT CEILING SEISMIC BRACE SYSTEM COMMISSIONING: LIGHTING SYSTEMS TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1513.7 F I XTURE RECEPS WATER HEATER SPARE LIGHTS ELEC. PANEL ONE -LINE DIAGRAM W I R I \G LEGEND COLOR POWFR BLUE OR PURPLE BROWN TAN BLACK OR RED WP ' PC Al +86 NOTE: EMT CONDUIT SHALL NOT BE USED WITH UNFUSED CONDUCTORS INSIDE BUILDING LINES MIN. 2" EMT CONDUIT W/ (3) 4/0 XI+W -CU tt6 BARE CU TO GROUND ROD NEUTRAL WHITE W/ BLACK STRIPE WHITE STRANDED WHITE SOLID WHITE W/ RED STRIPE SWITCH LEG NORMAL ORANGE DL ZONE YELLOW NOTE: ALL WIRING TO BE MIN #12 NO SCALE SCALE: 3/16" = 1' -0" PANEL A: 120/240V / 225A SINGLE PHASE W/ 2" STUB -OUT TO METER BASE NECHAN I CAL NOTES MECHANICAL UNIT(S): (2) 3.0 TON 12 SEER WALL HUNG HUNG HEAT PUMPS WITH 10 kw ELECTRIC HEAT THERMOSTATS: BARD 8403 -060 DUCT MATERIAL: 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS ECONOMISER(S): ® ECONOMISER AND CONTROLS ❑ COMMERCIAL ROOM VENTILATOR ❑ NO ECONOMISER VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER SYSTEM COMMISSIONING: MECHANICAL SYSTEM TO BE TESTED AND DOCUMENTED IN ACCORDANCE WITH WSEC SECTION 1416. OUTSIDE AIR CALCULATION MECHANICAL UNIT A: CLASSROOM (42 OCC)(15 CFM) = 630 MECHANICAL UNIT B: CLASSROOM (42 OCCX15 CFM) = 630 30" x 10" x 24 GA. SHT. MTL. START COLLAR - TYP. REUSE CF DOCUMENTS THIS DOCUMENT AND TFE IDEAS AND DESIGNS INCORPORATED HE7:ZEIN IS THE PROPERTY OF MODERN WILDING SYSTEMS, INC. AND IS NOT TO EE USED. IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. ❑ 03 0 .1 z 03 2 w ❑ p � • F 0- Ir w 0 w m w SHEET 4 2008 —AA -49 1 E ----------- I 1 111111 1 1 1 1 1 1 I 1 1 1 1 J `1 r 7 7 r L r i r 1 - 1 r r r r J 1 1 1 f XFHR OR REAR TYP. I\SIG\IA LOCATIO COR \ER BATT OF 6c AT 6" O.C. LI-VAT v0_, BATT W/ (2) RCWS FROST \ P.T. 2 x 8 x 16' -0" U\11,1-R PLACE OF S GIRT RIM 0 \S DOORS I\ SCALE: 1/4" = 1' -0" E r : i ED FOR COMPII.NCE APPROVED JUN 2 3 2008 1 O h! If Thkwila ___P-_ __. ' t; , i A,IVISION D ob,) q s RECEIVED CITY OF TI APR 181UU8 PERMIT CENTER REUSE CF O CUMENTS THIS DOCUMENT AND T-E IDEAS AND DESIGNS INCORPORATED HEREIN 15 7HE PROPERTY OF MODERN BUILDING SYSTEMS, NC. AND IS NOT TO BE USED. IN WHOLE OR IN PART, FCR ANY OTHER USE OR PROJECT WITWOUT WRII ItN AUTHORIZATION. 1- H 6`d 2 w Y, z IIJ w 2 eL U) Hi Lu w 1— m j W cr SHEET 5 2008 -AA -49 ROOF SHEATHING (2) 1-1/2" DIA. VENT HOLES SCREENED PER RAFTER BAY SIMPSON CS18 W/ (5) N10's OR (5) 'ad's EACH END AT 4' -0" D.C. 2 x 4 RIMS W/ 4 x 4 OUTLOOKERS AT 4' -0" W/ 14) 12d SCREWSHANCS END NAIL EACH END FASCIA TRIM 2x RIM JOIST W/ 3) 12d END NAIL TO EACH RAFTER 4' -0' MIN. PLATE SPLICE w/ (28) 12d - TYP. Z METAL & 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 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 6DF #2 COLUMN CS18 W/ (6) N10's EACH END FULL BEARING (RIM OR BLOCKS) ROOFING INSULATION W/ FS -25 SUPPORT WIRE ACOUSTIC CEILING TILE BEVEL BLOCK 12d AT 24" D.C. 12d AT 6' O.C. INTERIOR FINISH TYP. S I DEWALL EAVE DETAIL 3 -1/2' E\ WALL CCLU INTERIOR FINISH SCALE= 1" - 1' -0 \ INSLILATK* W/ FS-25 SIMPSON LUP26 HANGER TYP. S I DEWALL FLOOR DETAIL DETAIL SCALE: 1/2" = 1-0" TRIMLINE RIDGE VENT W/ COMP. RIDGE CAP OVER 2 x 3 FILLER x 9' L. AT 24' O.C. W/ 12d EACH END INSULATION W/ FS-25 (8) 5/8" DIA. TI- BEADED ROD OR M.B. W/ NUTS 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 ENOS (ADLUST SPACING AS REOD TO AVOID JOISTS) FLOOR JOIST INSULATION W/ FS -25 ROOF MARRIAGE DETAIL 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. x 2 "x12" STRAP W/ (12) N10's FULL BEARING (RIM OR BLOCKS) HOLD PLYWOOD & ROOFING 7/8' BACK EACH SIDE OF RIDGE CONT. BUTYL STRIP SIMPSON C518 W/ (4) Isttrs EA. END - L.V.L. TO ENO RAFTER 2x4CF LEDGER W / (2) ROWS OF 12d AT 6' O.C. DBL. L.V.L. BEAMS FIELD INSTALL. ACOUSTIC CEILING THIS ROW ONLY SCALE: 1' • 1' -0' SIMPSON LUP26 HANGER RIM JOIST SCALE- 1' = 1' -D" RAFTER W/ (4) 12d E.N. TO L.V.L. (4) 12d NOTCH SIDING & RIM AT OUTLODKERS RODE SHEATHING (2) LAYERS AT EXPOSED (3) 12d SCREWSHANK BARGE 2 x 4 BF SUB -BARGE 2 x 6 CF °2 OUTLODKER FLAT AT 48" O.C. 1/2' OUTLOOKER TRIM SIDING OVER SHEATHING SIDING OVER SHEATHING STIRS W/ INSULATION 8d BOX NAILS AT 6" O.C. Z HEAL OFFSET RIM Ca. ENO JOIST TOP OF SW-FLOOR NOTE:. OVERALL COLUMN HEIGHT = 9' -0 3/4" (W/ PLATES) TOTAL NO. OF COLUMNS REQ'D: = 2 CENTER COLUM\ DETAIL GABLE END DETAIL SECTION A TYP. ENDWALL FLOOR DETAIL i9 V <TYP. 3/16" SCALE: 1" = 1' -0" PANEL CLIP PLAN VIEW SCALE: 1" = 1' -0" SCALE: 1/2" = 1' -0" INSULATION W/ FS-25 VAPOR BARRIER STUDS W/ INSULATION & FS -25 ABOVE CEILING INTERIOR FINISH 2x BLK'G AT 4' -0" D.C. SCALE: 1" - INSULATION W/ FS - 25 SCALE: 1" (3) T2d 1/2" DIA. OMIT OR 7/8' x 7/8' x 0.02 wA1J AN(LE RP VERT. STRUT AT SPLAY LOCATIONS 1 '12 SUPPORT WIRE ATCRISS TEE AT FLOATING END FIELD TIE WIRE TO FIELD INSTALLED CROSS TEE FLOAT THIS END CROSS TEE OF MAIN TEE BEAR WALL STRUT ONTO MAIN CEILING LAG =12 WIRE EACH SIDE - TYP. SIMPSON CS18 W/ (4) N10's ----- \ EACH ETD - TYP. END RAFTER TYP. PLAN VIEW AT CORD TIE CEILING BRACING DETAIL DUCT SUPPORT VARIES HANGERS TO GE 0 T2 G4. GALv., SCFT-AM)EALH1, END WALLS - ATTAG-ED W/ MIN. a) TLRNS TO CEILING SUSPENSION MEMBERS AN] TO V4' x 3' LAG AFE SPLAYED mom THAN 1 IN 6 OUT OF PLUMB, MILD STEEL WIPE AT 4' -0' O.C. AMT] MAX. 8' FROM PROVIDE COUNTER SLSPING WIRES. INTO BOTTOM EEGE OF ROOF JOIST. WI-ERE WIRES "Q GA. SPLAY -WIRE ERACING IN FLAME CE EACH RIMER. VERTICAL ANGLE - 45 DEG. ALL WIRES ATTACHED TO MAIN RLN' . SPACE MAX. 2' FROM INTERSECTION - TYP. V4' DIA x 3' LAG TO BE INSERTED PARALLEL TO DIRECTION CF WIRE 2' MAX. - T1P. FOR ALL BRACE WIFES (4) TIGHT TLRNS - FIELD INSTALL ACOUSTIC CEILING THIS ROW ONLY r MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANLFACTLIRER CEILING GRID AT MARRIAGE SCALE: 1' - 28 x 8 SUPPLY AIR DUCT 5/8" GYP. BD. LID R -11 INSULATION FOR SOUND 5/8" GYP. BD. ON ALL SIDES AND FLOOR 30" x 14" RETURN AIR GRILLE - 6" A.F.F. TO BOTTOM °12 WIRE AT ZONE D. E. F 8' MAX. (2 ) �7 x 1 SCREWS 8SELF TAPPING SCREW P I )7 OV E ¥c CLIP Idim._ 2Q� l uuummul �gUSTIC TILE I"t�i TEE ANGLE � 3.a j x 7/8' x 0.02 IJGLE WALL TRIM °12 WIRE (2) '7 x 1-5/8' SCREWS 1 '8 SELF - TAPPING SCREW BERC CLIP ACOUSTIC TILE 7/8' x 7/8" x 0.02 NO SCALE ANGLE WALL TRIM 4 12 SUPPORT WIRE AT 4•-0" 0.C. ON MAIN Ifs TYP. SNAP THIS ENO OF CROSS TEE INTO MAIN TEE NO SCALE 24 GA. SHT. MTL. OR GYP. BD. (4) SIDES INSULATION IN EXTERIOR WALL AT PLENUM TO HAVE FS -25 VAPOR BARRIER ACOUSTIC TILE 7/8' x 7/8" x 0.02 ANGLE WALL TRIM PLENUM DETAIL CEILING GRID AT SIDE WALL FLOATING EDGE CEILING GRID AT SIDE WALL 4 12 WIFE AT EACH MAIN TEE (2) '"7 x 1-0/8 SCREWS SELF - TAPPING SCREW ► -vvv - .111111111111111. ` CEILING GRID AT END WALL SCALE: 3/4' - RECEIVED CITY OF TUKWILA APR 18 LUUd PERMIT CENTER REUSE of DOCUMENTS TH15 DOCUMENT AND TI-E IDEAS AND DESIGNS INCORPORATED FEREIN IS TI-E PROPERTY OF MOCIEFN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED IN WHOLE OR IN PART. FOR ANY OTHER USE OR PRD.ECT WITHOUT WRITTEN AUTHORIZATION. Li cri 1 r� Y) F Y, F- 0 Z m z 0 0 0_ w 0 Cu 0 w CO 0 dP -4 SHEET s 2OO8 -AA -49 LINE OF BUILDING 1 /2 " DIA. x4 "HDG 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 OR CONC. PIER - TYP. N X io N 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 T02x6 X WRAP CARPET `■' DOWN BEHIND CV) 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) 's (TYP.) 2x12 STRINGER 2x4 BLOCK • +/- 1/4" I TYP. STAIR SECTION (4' -0" WIDE) 5/8" P.T. PLYWOOD 2x6HF #2 AT 16" 0.0. SIMPSON LUP24 EACH END DEL. 2 x 6 AT 4' -0" D.C. EXISTING GRADE BUILDING 2 -0 MIN. 6 -8" x 14' -0" LANDING 6' -8" u C 7 z SECTION AT LANDING L J 11" X z 1' -0 3/4" - 1' -0" u • 2 x 6 CONT. W/ (6) 12d TO EACH VERT. SUPPORT 2 x 4 CONT. W/ (4) 12d TO EACH VERT. SUPPORT 2 x 6 BOLT AT BLOCK OPTIONAL SUPPORT ON SURFACE W/ BRACE SEE x L_ J v 3' -6" MIN. 1' -0" ) LEVEL' RAMP AND LANDING PLAN 2 x 4 AT 4' -0" 0.C. 3/4" = 1 �11 IL fir ■ (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 REQ'D EMBED RAIL SUPPORT 10" +/- IN FILLED HOLE Ilk z 0 N RETURN SEE RAMP DOWN 1 :12 MAX BEVEL P.T. 4 x 4 VERT. SUPPORT (SEE PLAN FOR LOCATIONS) x 1 M 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) 1/4" = 1' -0" 1/2" DIA. HDG M.B. W/ WASHERS AT EACH 4 x 4 2 x 6 HF S &B FILL BETWEEN — VERT. SUPPORTS W/ 12d AT 12" 0.C. TO CONT. 2 x 6 AT T &B 12" SQ. PYRAMID W/ POST BASE & (6) N10's 1' -0" LEVEL LANDING RAMP 2 2 X Fr) END OF BLD'G HANDRAIL END OF RAMP MIN. 1' -0" LEVEL LINE OF BUILDING 4 x 8 x 16 CMU s I RAMP HANDRAIL AT BUILDING 7 3/4" - 1' -0" S REQ'D 1' -2" U f a 1 %2", END OF RAMP 1 -1/2" DIA. WOOD HANDRAIL (TUNG OIL) STD. IVES BRACKET W/ (3) tt8 SCREWS AT 4' -0" 0.C. (WHERE OCCURS - SEE PLAN) 2 x 6 HF S &B AT 16" 0.C. 1/2" DIA. x 4" HOG LAG BOLT W/ WASHER AT 4' -0" 0.C. PROVIDE 1/4" P.T. SHIMS AT LAG BOLTS - TYP. 0 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.C. 2 x 4 W/ (2) 12d EACH END EXISTING GRADE OPTIONAL SUPPORT ON SURFACE W/ BRACE SEE SECTION AT RAMP BUILDING WALL OR 2x6 SUPPORT 45 DEG. MITER W/ FINISH SCREW AND GLUE 1 1/2" DIA. W00DRAIL TYP. HANDRAIL RETURN 1 -0 , k 3/4" = 1' -0" x 1 1 -1/2" = 1' -0" 15 DEG. BEVEL P.T. 4 x 4 AT 4' -0" 0.C. 1/2" DIA. HDG M.B. W/ WASHERS AT EACH 4 x 4 2 x 6 HF S &B FILL BETWEEN VERT. SUPPORTS W/ 12d AT 12" 0.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 - Xs (6) 12d 's P.T. 2 x L • +/ -1 1 4' -0" 2x6 RAMP RIM DBL. 2 x 4 1:1 fir 1E I. 1L OPTIONAL SUPPORT DETAIL L X SECTION AT PROJECTED RAMP 1 -1/2" = 1' -0" EDGE OF BUILDING BEYOND (BUILDING HANDRAIL) 3/4" = 2 MEWED FOR :DME COMP. _, APPROVED k , F JUN 2 3 2008 BIT !P 4x4HF #2 AT 4' -0" 0.C. ADD 2 x 6 RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER 1 REUSE OF QCCUtENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED 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. i 6J w 1 1 0 D3 0 z 0 • 2 u1 w SHEET 7 2008 -AA -49 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 QQ SIGNAL TELECOMMUNICATIONS TERMINAL BOARD INDICATES QUANTITY OF DATA JACKS IN A SINGLE OUTLET A I T I E SECONDARY ELECTRIC (BELOW 600V) C COMMUNICATIONS UNDERGROUND ELECTRIC UTILITY (SECONDARY ELECTRIC UNLESS OTHERWISE INDICATED) PRIMARY ELECTRIC (ABOVE 600V) TELEPHONE FAC - DI ® Q 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 1 1/ p4 DISTRIBUTION AND CIRCUITING PANELBOARD – SURFACE PANELBOARD – FLUSH SWITCHBOARD OR MCC (DRAWN TO SCALE) DRY TYPE TRANSFORMER CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. DOTTED HASH &I ET1 SAC SECURITY SYMBOL FOR SECURITY ALARM CONTROL PANEL 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�I ----- /`/ — _— T---- - 200 -4 -0 (N) I 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 200 -4 –G 200/150 -3P ED © 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 : C 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 # B /� � I I WIL ABBREVIATIONS (SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS) ABBREV DESCRIPTION ABBREV DESCRIPTION A or AMP AC AIC AL BLDG C C. O. CB CKT CT CU DIA DIV DWG ELEC EMT EXST FLA GALV GALVANIZED GND GROUND H –O –A HAND v.. OFF – AUTO IDF INTERMEDIATE DISTRIBUTION FRAME J –BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KWH LT LTG MAX MCA MCC AMPERES ALTERNATING CURRENT AMPERE INTERRUPTING CAPACITY ALUMINUM BUILDING CONDUIT CONDUIT ONLY CIRCUIT BREAKER CIRCUIT CURRENT TRANSFORMER COPPER DIAMETER DIVISION DRAWING ELECTRIC ELECTRICAL METALLIC TUBING EXISTING FULL LOAD AMPS KILOWATTS KILOWATT HOURS LIGHT LIGHTING MAXIMUM MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MCM or KCM MDF MAIN DISTRIBUTION FRAME MH MANHOLE MIN MINIMUM vIOP or MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MTG MOUNTING N or NEUT NEUTRAL NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OH OVERHEAD PB PULLBOX PF POWER FACTOR 0 or PH PNL PR PRI PT PVC RECPT REQ RM SEC SHT SMR SN SP STD SW SWITCH SWBD TEL TV TTB TVSS TYP UL OF UG V VA VAC VAR VAV VD VDC VFD VT W WP /W W/O XFER XFMR XLP XP PHASE PANEL PAIR PRIMARY POTENTIAL TRANSFORMER POLYVINYL CHLORIDE RECEPTACLE REQUIRED ROOM SECONDARY SHEET SURFACE METAL SOLID NEUTRAL SINGLE POLE STANDARD RACEWAY SWITCHBOARD TELEPHONE TELEVISION TELECOMMUNICATIONS TERMINAL BOARD TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNDERWRITERS LABORATORY UNDERFLOOR UNDERGROUND VOLTS VOLT AMPERES VOLTS ALTERNATING CURRENT REACTIVE VOLT AMPERES VARIABLE AIR VOLUME VOLTAGE DROP VOLTS DIRECT CURRENT VARIABLE FREQUENCY DRIVE VAPORTIGHT WATTS WEATHERPROOF WITH WITHOUT TRANSFER TRANSFORMER CROSS – LINKED POLYETHYLENE EXPLOSION PROOF S : HOOL DISTRICT PORTABLES-FOSTER HIGH PORTABLES GENERAL NOTES 1. ALL OUTDOOR EXPOSED CONDUIT RISERS SHALL BE RIGID SflEEL 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. 05440 RECEIVED 7 CITY OF TU.IKWILA APR 18 ZUU8 PERMT CENTER C Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors Project Title: Job No. 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 FOSTER HIGH SCHOOL 2008 PORTABLES Issue Set & Date: 2407 North 31st Street Phone: (253) 383 -3257 general @hultzbhucross.com Revisions: Sheet Title: Desjpned by: BJH 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 cFa iu r a o /al y -o 4/; 7I1 REUSE Of DOCUMENTS 115 DCCMI (T HAS EEC WED EIECRWILY 1 AC CIONCE v11 WC 12S-2:«411) PCs QFWFER 10.34 RC! QMAUMEE MJ9tA1E9l CF *T CF uL 11Q1JAID1 a Hs I1Y 03MIN1d1 A10 mtU tic 1F A!T MOO ICOFFIZSED 1F L A3 AM 16111WIT CF PAIN. NOCE, ISM WWI CF MB. MC 1117 TO BE LOD, PALE Qt 1 PIRA RR MW Mt PRORT MOT WR3I Af11 A1K71 OF MIL HULTZ BHU-fr- C ROSS consulting engineers, inc. LEGEND, NOTES ABBREVIATIONS LIST Tacoma, WA 98407 Fax (253) 383 -3283 Job Number. 08-060 A A Drawn by: Checked by: BJH CTU E-1 of Sheets 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. SERVICE ENTRANCE EXISTING SYSTEM: EXISTING INTRUSION ALARM SYSTEM: • OVERHEAD ® UNDERGROUND VOLTAGE EXTEND EXISTING SYSTEM FROM INTERCOM HEAD END • 120/240 VOLT SINGLE PHASE • EXTEND EXISTING SYSTEM FROM NEAREST 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. 0 EXTEND EXISTING SYSTEM FROM TV • NOT INCLUDED IN CONTRACT, PROVIDED BY HEAD END. OTHERS EXISTING SYSTEM. CONTACT: EXTEND EXISTING SYSTEM FROM FAC • EXTEND EXISTING SYSTEM FROM NEAREST ❑ EXTEND EXISTING SYSTEM FROM NEAREST CIRCUIT CIRCUIT. INTRUSION ALARM • PROVIDE NEW SYSTEM VOICE /DATA PREWIRE • NOT APPLICABLE TO THIS PROJECT • NOT INCLUDED IN CONTRACT, PROVIDED • NOT APPLICABLE TO THIS PROJECT BY OTHERS. 1114 EXTEND EXISTING SYSTEM FROM SAC • NOT INCLUDED IN CONTRACT, PROVIDED BY OTHERS. ❑ PROVIDE CABLE DROPS FROM EXISTING IDF • EXTEND EXISTING SYSTEM FROM NEAREST CIRCUIT. %: PROVIDE CABLE DROPS FROM NEW IDF • PROVIDE NEW SYSTEM PROVIDE NEW BACKBONE OTHER TU WIL SCHOOL iIISTRICT PORTABLES-FOSTER HIGH PORTABLES -, ABV CEILING (TYP) — SCALE1 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 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. F � os-17e F.A. NAC IDF CABINET- TYPICAL PORTABLE BLDG ELECTRICAL PLAN REGI< i�i;rD CITY OF TUiCWILA PR 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 253.3832422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title: Client: Job No. FOSTER HIGH SCHOOL 2008 PORTABLES Issue Set & Date: Revisions: Sheet Title: Designed bv: BJH Sheet No. GREENE - GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 - 941 -4937 208004.10 PERMIT SET March 28, 2008 2407 North 31st Street Phone: (253) 383 -3257 general @hultzbhucross.com of Sheets :K�IR 4'Iz7Jio REUSE OF DOCUMENTS 16 COMET IIAS VII 9Q ED EIBCEMICIIY 11 A>1XYN CE 1141 WC 1113-13-970 NO C AIM/ TIM N MUDDED tiL mPZau JEE DE ooh pl nis tlr CERTINICII NO SWA111fE. AE ow NO DE 929 INCSSIQED 14031. PS 111 ISI,1IsER W PPOFSEi1w. SEM, Q 1E MERIT W Na NO 6101 A E USE0. DI 'VOLE * IN RIM FL7< NC( O16t PROM QIKIiT UM NIIRat&B(W NO. HTLTZ ar BHU- C ROSS consulting engineers, inc. Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number. 08-060 SCHEDULE OF SERVICES A A Drawn by: Checked by: BJH CTU TU ; WIL * SCH OL !STRICT PORTABLES - FOSTER IGH PORTA LES FOC I � W vv A a �0?�CRr TE CURB •�. J ASPH ALT r - ` —_ _ __ __- r-.. -- _�-_ - _i 1 r ,.,-, , r A PHALT COMPACT? ONLY SCALE: 1' ■ 1F -O' 6 i� r 1 / AREA LTG TO REMAIN. 1 0 FOR REF ONLY. T(TYP) ELECTRICAL SITE PLAN rF =288.15 NEW SIGNAL SERVICES TO SCHOOL BLDG NEW ELEC POWER SERICE TO SCHOOL BL.G DISTI SYSTEM NEW VAULTS. SEE RECE r. - CITY OF TUKWILA APR 18 NUB .....) 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 Issue Set & Date: HULTZ gar BI C ROSS consulting engineers, inc. 2407 North 31st Street Phone: (253) 383 -3257 general @hultzbhucross.com A A Revisions: Sheet Title: Designed by: BJH Sheet No. GREENE -GAS AWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063 -4158 CALVIN GASAWAY 253 -941 -4937 208004.10 PERMIT SET March 28, 2008 ) - 71 1 g 4 /z7I1c REUSE OF DOCUMENTS 16 DOCUBff FMS F M =ED ElrlfigdJ LY ACCOMME .x WC 118-23-070 No an OM PA LW ROMED AMAIN CF Nff CF IFCFNADI d11fB Mull XT 441. mom 11E maul y rr ORTF11101 NO SOMME NC COBB 1.:CESIM13 14391, M FxSRAB mum OF NELNOFSMT1DifMELI IIflaECRMPNT,RINlf Ol1F! MOM flORT WU 40117 fill W NFJ. of Sheets Tacoma, WA 98407 Fax (253) 383 -3283 Job Number. 08-060 ELECTRICAL SITE PLAN Drawn by: Checked by: BJH CTU