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HomeMy WebLinkAboutPermit D12-342 - SHOWALTER MIDDLE SCHOOL - CLASSROOMSHOWALTER MIDDLE SCHOOL 4628 S 144 ST D12 -342 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 1523049164 Address: 4628 S 144 ST TUKW Suite No: Project Name: SHOWALTER MIDDLE SCHOOL Permit Number: D12-342 Issue Date: 12/13/2012 Permit Expires On: 06/11/2013 Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUXWILA WA 98168 Contact Person: Name: ROGER VERNON Address: 13806 45 AV NE , MARYSVILLE WA 98271 Contractor: Name: PACIFIC MOBILE STRUCTURES, INC Address: PO BOX 1404 , CHEHALIS, WA 98532 Contractor License No: PACIFMS033DC Lender: Name: SELF FUNDED - PUBLIC SCHOOLS Address: Phone: 425 - 760 -1198 Phone: 360 748 -0121 Expiration Date: 11/08/2014 DESCRIPTION OF WORK: REPLACE 64' X 28' FACTORY BUILT STRUCTURE (GOLD SEAL) CLASSROOM WITH EXACT DUPLICATE IN EXACTLY SAME LOCATION Value of Construction: $15,000.00 Fees Collected: $622.10 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0009 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -342 Printed: 12 -13 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: (2 _f k &a(-1f Date: k2 -,/ /J(( I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t construction or t to this permit. Signature: rmit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating erformance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached Date: )2// Print Name: y /o'' I1 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: 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. 5: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: IBC -7/10 D12 -342 Printed: 12 -13 -2012 26: Maintain fire alarm system audible /vis tification. Addition/relocation of walls or pons may require relocation and/or addition of audible/visu fication devices. (City Ordinance #2328) 27: Local U.L. central station supervision is required. (City Ordinance #2328) 28: 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 #2328) (IFC 104.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 31: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -342 Printed: 12 -13 -2012 inspector. No exception. 7: Manufacturers installation instructions shal l e available on the job site at the time of insp on. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: 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) 16: 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) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 24: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. doc: IBC -7/10 D12 -342 Printed: 12 -13 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. ti Project No. Date Application Accepted: Date Application Expires: (O-)-3r12 I1- 1-3 -13 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Si.) CV__ �/ ,4 L 7&I J))/Ui)tE SL Site Address: 4i 514' sf Tenant Name: PROPERTY OWNER Name: / hg wit -%_ 2J/ DiSJrl! Address: 1 L /_ e g i iiip -iJ s fi, City: v k w t`i) State: IN ti- Zip: f p( CONTACT PERSON — person receiving all project communication Name: vP��n Address: (j� /r� /YL Tr City: J/ . e State �,4 Zip: ��� X27 / Phone: 72S-- _ d 9e. Fax: Email: rieirt70 v) @ pa, e. wok, , Ip . co ro GENERAL CONTRACTOR INFORMATION_ Company Name: ,(%C/ fie n/�Dbdes,,i%-ii vr(f Address: /3g l--kow Ne City: Ary'L]$)/%i(C? State: Wit Zip: jj7/ Phone: NO 4 1i Fax: Contr Reg No.: P ,qe/ 0i5U33 vG Exp Date:l/ /� 2�� Z. '( / Tukwila Business License No.: H :\Applicatinns\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8 -9-I I.docx Revised: August 2011 bb King Co Assessor's Tax No.: Suite Number: Floor: ►� , New Tenant: ❑ Yes ❑ ..No ARCHITECT OF RECORD , Company Name:® �,p.,/" 'K / Address: DD Q0e f45-37' Architect Name: Phone: .2 ev...2.-p...0zeeFax: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Brl s L 1 1 �Yi �� �� G Engineer Name: e[.Je" Bri6, 5 PE Address: DD Q0e f45-37' City&af pyec( 1 State: z9 Zipg374 Phone: .2 ev...2.-p...0zeeFax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: j1/24. ' f b, //G /;„9lJ /G 19C Address: City: State: Zip: }ey, \ 0 Page 1 of 4 BUILDING PERMIT INFORMATION — 206 -43 - 670 15,000 Valuation of Project (contractor's bid price): Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Rep hce 1 r)e t pi4 r bo, i fs,%rvdore(a/d,/) cLnssrry - � � GQ -f /O r% w, -th, .00e dv� fe /146) ily , � Will there be new rack storage? ❑ Yes 6.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications'For ms- Applications On Line \2011 Applicationaoperma Application Revised - 8-9.1 Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la Floor 1,792 2"a Floor V -N E 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications'For ms- Applications On Line \2011 Applicationaoperma Application Revised - 8-9.1 Ldocx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Water District #125 El ...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton E l .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") E l ...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 ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis El ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage El ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... If WO # ❑ ...Temporary Water Meter Size .. 9 2 WO # ❑ ...Water Only Meter Size V, WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public El Private ❑ El ...Water Main Extension Public ❑ Private El FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water El ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsWomss- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 3 of 4 • • PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 N4,' ' I R : I - O ZED AGENT: 10/22/2012 Signature: ,��"' Date: Bob Robinson (253) 661 -1232 Print Name: Day Telephone: Mailing Address: 37936 23rd PI S Federal Way WA 98003 City H:\Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8 -9-1 I.docx Revised: August 2011 bh State Zip Page 4 of 4 • • 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.TukwilaWA.gov RECEIPT Parcel No.: 1523049164 Permit Number: D12-342 Address: 4628 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 10/23/2012 Applicant: SHOWALTER MIDDLE SCHOOL Issue Date: Receipt No.: R12 -02932 Payment Amount: $622.10 Initials: WER Payment Date: 10/23/2012 09:15 AM User ID: 1655 Balance: $0.00 Payee: ROBERT ROBINSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02743G ACCOUNT ITEM LIST: Description 622.10 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $622.10 374.30 243.30 4.50 rinr•.• RPnaint_fR Prinrari. 1n_73 -7n17 INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206).431= 3670,, Permit Inspection Request Line (206) 431 -2451 Project: c� %AnuJ a I -r9 T1 Ar\ l 7 fl (5.- Type of Inspection: 'mac° oft3 L 1 Address: I.Iill tLI ' 5—V- Date Called: :. Special Instructions: Date Wanted: m Requester: Phone No: 2 6-4 7 22 f D.Approyed per applicable codes. Corrections required, prior to 'approval. COMMENTS: rN∎ Yl+e'w1P 1a=--(e' r- \ Inspe'ct9p: �...�� 1'1A AJn REII1SPECTION FEE REQ IRED. Prior td next inspection fee -must be paid at 6300 Southcenter Byrd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Inspection Request Line (206) 431 -2451 Project: S i-lc)Lv V.3 ALTe Et tk -- Type of Inspection: r D A tln, +■I ::C.." Address: L1%2, C S `Li L` s " Date Called: Special Instructions: 3v &\ vv Date Wanted:.' (2. -1 it - ''2-:_ a. m. pm. Requester: Phone No: "•c e<,CO -7Z2 t': 5 ?0 L' 10Approved � per applicable codes. Corrections required prior to approval.- COMMENTS: InspeBor: /J !A / Date: /? . fit I ,4 REINSPECTION FEE R QUIRED. Prior to next inspection, fee,must :be, paid at 6300 Southcenter Blvd., Suite 100 /Call to schedule reinspection:_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with petmit Az.— 3v L3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: , 311c2,....q14.•■-e-- F-M 5-5 Sprinklers: g I 2 , ii i 3 Type of Inspection: f."-.7./e.- fr>, I Address: L a 2- ? Suite #: 5 / y -0 Ili yr. Contact Person: r. /-7,4 il Special Instructions: .. ,_. -,-,... Pre-Fire: ,.., _ Phone No.: 2-7 2- -- z_z_S-0 IXApproved per applicable codes. Corrections required prior to approval. COMMENTS: F-M 5-5 Sprinklers: g I 2 , ii i 3 Fire Alarm: I Hood & Duct: 1.. < 1--- Monitor: ; ,, Pre-Fire: Permits: , , Occupancy Type: /- - , / -13sci- , Vi, k i f ) owl hl /41 2 q. 1 J J S 6 6 1 fell "kf S‘L e ' ■ Al el el 167C,/.. 4,1.4- IL- °I1 L...) id .,Y 5,"a-e- .34fr.114 4// ji.- 4ir /4 r e i 01 ,,,, ) 14/1 i. '././ P 441 si.y7 vk-e_ P I 04 5 n.4 e.z.e...e., ---.........._ —..- Lie ci 45 ('I P/ –..--..— ‘,.■4.-- i -,5 f2- t,2!._<., _ Needs Shift Inspection: F-M 5-5 Sprinklers: g I 2 , ii i 3 Fire Alarm: I Hood & Duct: Monitor: ; ,, Pre-Fire: Permits: , , Occupancy Type: /- - Inspector: F-M 5-5 Date:- g I 2 , ii i 3 Hrs.: / M-$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City:. State:. Zip: Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 FILE COPY _ Pe renit N©. E l� is Subject to crone 8fld om scions. a ®l Gravel Road n review approval documents not aut'r:.7.3 does Itioproti�ai of construction m REVIEWED FOR CODE COMPLIANCE APPROVED NOV 302012 • ' City of U Ala BUILDING ► ISION �� ` New o .ble Existing adopted code or ordinance. Recc pt v o afjpr • a= y a • Copy ads is acknowledged: Z ° e • �, = ^F prOV F ° d end ----=- -_-- --_ s Date: City Of �, ju■ m i _ / " — ila a BUILDING DIVISION Q °a o Parking Lot m a 9� � .9`t z ResVOOms Located in Building z W J i-� n . d- I— Ill W (— Tukwilla School District 406 0 0 u co o ID o fd w .P °^a G a � . _ W .. N 7aH n SEPARATE PERMIT REQUIRED FOR. IiA�hanlc�! al apical ta Electrical ��pp/ Plumbing W Gas • i�g City of Tukwila BUILDING DIVISION I a c i RECEIVED CITY - c. OF TUKWILA OCT 2 3 2012 S 144th St PERMIT CENTER PLANNING , rY No changesban be model* these plans without appeal born the ' t.Y Plovdiv Olvidmi et DIM i : r: `,< os� b %,,,v,"., t a ` j �i A,' l' f Appalled �.`Il�.�gd'�....,. M r +o'• �.,� - Owner: Tukwila School District Address: 4640 South 144th St, Tukwila WA 98168 _ REVISIONS Linda Sebring No changes shall be made to the scope Executive Director of work without prior approval of Application for Foundation permit Tukwila Building Division. and may inLlude additional plan review fees. I NOTE: Fevisions will require a new plan submittal 3 4 20 �` :'.:r'< "4 Date: 4. _ 4)......... A -1.6 'C CC 0, • N • 0 r 0 E 0 C v 0� S 0 0 N O N 01 L M 64' -0" 32' -0" 02 L 6' -0" 19, -0" 25' -64" QTY. 14 "x 20" R.A.G. 26" A.F.F. — (TYP OF 2) DESCRIPTION 14 "x 20" R.A.G. 26" A.F.F. ... GYP .OF.2)... - a In Z CL CLASSROOM _ ... .. © z a \ ti CLASSROOM SS BBR'G NRP HINGES 2 3D 68 INSULATED GALV. STEEL w/ WELDED STEEL JAMB , 26e R -11 MINERAL WOOL • BATT SOUND INSULATION AT CROSSWALL TO BOTTOM OF RAFTERS AND AT PLENUM WALLS TO CEILING HT. ELECTRICAL PANEL --\NIMMI a ,C;)" AND WEATHERSTRIPPING 6' -0" 19, -0" 25' -64" :w4 DATE REVISION BY COPYRIGHT 2012, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED. USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. • U. ■■ ■■ 45- 0" FLOOR PLAN SCALE: 1/4" = MODULAR INDUSTRIES. INC. •w.blam'tra.mm P.O. BOX 489 • / W msv®e. OR 973250489 WA GOLD 58' -0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION Classroom for KCDA Tukwila S.D. Showalter Middle School M J 12" OVERHANG, TYP. Pacific Mobile 11 BLMP -01 A8 Tukwila, WA RECEIVED CITY OF TUKWILA OCT 232012 PERMIT CENTER QTY. SIZE DESCRIPTION LOCK REMARKS DOORS SS BBR'G NRP HINGES 2 3D 68 INSULATED GALV. STEEL w/ WELDED STEEL JAMB CYLIN ER PAINT FINISH INISH LCN 1461 CLOSER AND WEATHERSTRIPPING VON DUPRIN 22L PANIC NOTES: -DOOR HARDWARE TO HAVE #626 SATIN CHROMIUM PLATED FINISH WINDOWS '` HORIZONTAL SLIDER - DUAL GLAZE - LOW "E" 4� 48 x 48 ATRIUM- WHITE VINYL FINISH - ARGON GAS - DURASEAL - MINI BLIND . , `- NFRC .350 U- FACTOR - SHADING COEFFICIENT .38 NOTE: - -GA V. FLASHING INSTALLED UNDER SIDING AND OVER TOP FLANGE OF WINDOWS UNDER TRIM - INSTALL SELF ADHESIVE FLASHING OVER EXTERIOR FLANGES PER RECOMMENDED INSTALL PATTERN :w4 DATE REVISION BY COPYRIGHT 2012, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED. USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. • U. ■■ ■■ 45- 0" FLOOR PLAN SCALE: 1/4" = MODULAR INDUSTRIES. INC. •w.blam'tra.mm P.O. BOX 489 • / W msv®e. OR 973250489 WA GOLD 58' -0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION Classroom for KCDA Tukwila S.D. Showalter Middle School M J 12" OVERHANG, TYP. Pacific Mobile 11 BLMP -01 A8 Tukwila, WA RECEIVED CITY OF TUKWILA OCT 232012 PERMIT CENTER co N r0 O - N O N of Ni I a o' 3 L • Q a c '5, E 0 N O N FASTENING SCHEDULE MATERIAL LIST WALLS: PLATE —TO —STUD VW TACKBOARD —TO —STUD C INTERIOR SHEETROCK —TO —STUD 0 INTERIOR BOTTOM PLATE —TO —FLOOR GYPLAP SHT'G —TO —STUD C EXTERIOR 5/8" DURATEMP SIDING AT SIDEWALLS 5/8" DURATEMP SIDING AT ENDWALLS THREE STUD CORNER CONNECTION MIN. OF 3— 0.121" x 3" NAILS SENCO P15 STAPLES Be GLUE #13 GA. x 1 5/8" SHEETROCK SCREWS ® 16 "oc EDGE AND CONSTRUCTION ADHESIVE IN FIELD 0.131" x 3" NAILS ® 8 "oc ( SENCO KC27 OR EQUAL) 6d COATED NAILS ® 7 "oc EDGE AND 7" FIELD 0.099" x 2Y." GALV NAILS C 6 "oc EDGE, 12 "oc FIELD (EXCEPT ® 4 "oc TO TOP AND BOTTOM) ALL EDGES SUPPORTED BY FRAMING OR BLOCKING SEE ENDWALL FASTENING NOTES ON SHEET A -3 0.131" x 3" NAILS V 8 "oc ( SENCO KC27 OR EQUAL) FLOOR: 2 x 10 FLOOR JOIST —TO —RIM P.T. PLY. BOTTOM BOARD —TO —JOIST FLOOR DECKING —TO -2x JOIST MIN. OF 5— 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 0.092 x 2" HDG NAILS C 6 "oc EDGE, 12 "oc FIELD 0.113" x 2 3/8" RING SHANK 0 6" EDGE, 12" IN FIELD. (SENCO GE -24). USE CONSTRUCTION ADHESIVE (AFOOT) ON JOISTS 0 LU26 HANGERS AT ALL RAFTERS OVER DOOR & WINDOW OPENINGS WITH 6— 10d x 11" NAILS INTO LVL ROOF RIM GABLE END RAFTER 7 C ST2215 w/ 6— 10c1 x 1Y" / \NAILS EA. END 1111111111111111111111111111 i" DIA. BOLT a/ 1)¢" DIA. WASHER :' RIDGEBEA 61i Gli an I IIII 1 1111 IIIIIIIII in I.. 4111 1 )6 SPACER 1 CHORD SPLICE DETAIL 1 1/2" = 1' -0" SIMILAR AT FLOOR ROOF: FURRING —TO— RAFTERS RIM —TO— RAFTERS ROOF RIM —TO —TOP PLATE LEDGER —TO— RIDGEBEAM RAFTER — TO—RIDGEBE AM SHEATHING —TO —ROOF MEMBERS MIN. OF 4— M20 2" x 3" (MIN.) RATED EACH SIDE MIN. OF 3— 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 0.131" x 3" NAILS ® 8" oc. ( SENCO KC27 OR EQUAL) 0.131" x 3" NAILS ® 3" oc & 3 ® BUTT JOINTS (SENCO KC27 OR EQUAL) 4— 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 0.113 a 2" NAILS 0 6" EDGE, 12" IN FIELD NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24" MODLINE CONNECTION: NOTE: RIDGEBEAMS RIM JOISTS ALL MODLINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. 1/2" BOLTS w/ 1 1/2" DIA. WASHERS ® 6' -0" oc AND 8° FROM EACH END (MINIMUM 2" EDGE DISTANCE) 1/2" BOLTS w/ 1 1/2" DIA. WASHERS ® 4' -0" oc AND 8" FROM EACH END (MINIMUM 2° EDGE DISTANCE) 12 2 RIDGEBEAM BRACING SEE DETAIL CAULK AT ROOF RIM/ TOP PLATE FLAME SPREAD IS 25 OR LESS CAULK AROUND WINDOWS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 ONE DRY CUP PERM VAPOR BARRIER ON THE WARM SIDE, TYPICAL THRU —OUT BUILDING. CAULK WALL CORNERS FROM TOP TO BOTTOM CAULK AT FLOOR RIM/ BOTTOM PLATE 0 / / / 6' -11" T MIDSPAN SUPPORT REQUIRED 6' -11" '" SPACE 6' -11" MIDSPAN SUPPORT REQUIRED 6' -11" 13' -10" 13' -10" SECTION - A A SCALE: 1/2' = 1'-0" Y REC CITY OF OCT ROOF: ROOFING. .PABC0 "PREMIER" 260 LB. ARCH. SHINGLE COMP. OVER TWO LAYERS OF 15# FELT — HIGH WIND APPLICATION - NO1E: MOP TAR UNDER SHING FROM EAVE UP 2' -0" TOWARDS RIDGE, TYP. SHEATHING '3SS2' APA RATED (40/20) FRAMING ........... 2 x 10 D.F. #2 RAFTERS 0 24 "oc w/ 2" FURRING FOR R -38 INSULATION RIDGEBEAM... .. 11/2" x 24" CONTINUOUS EVE 2.0E LEDGERS .... ..., .2 x 4 DF TAPER CUT RIMS. ....... . .. . 2 x 6 CONTINUOUS LVL 2.0E w/ 2 x 10 VENT BLOCKS INSULATION„ . . ... R -38 CELLULOSE BLOW —IN CEILING..... . .. . SUSPENDED T —BAR (PER IBC 803.9.1.1 and 1621.2.5) "ARMSTRONG SEISMIC RX CEILING" ARCHITECTURAL. ..,.12" ROOF OVERHANG 446" FIBER CEMENT PERFORMED FOR VENTING VENTING.... . ....., CONTINUOUS SOFFIT AND RIDGE SOFFIT WALLS: SIDING. .. 99" DURATEMP T1 -11 WITH GROOVES C 8 "oc OVER HOUSEWRAP NOTES: — NO HORIZONTAL BREAKS IN SIDING EXCEPT AT ENDWALLS — USE 4' x 9' PANELS — MOIST —STOP WATER BARRIER APPLIED OVER GYPLAP AND UNDER SIDING AT ALL CORNERS FROM FLOOR TO ROOF SHEATHING 96" TYPE 'X' GYPSUM w/ TREATED CORE FASCIA...... 1 x 6 FINGER JOINTED CEDAR. ROUGH SAWN TRIM. 1 a 4 FINGER JOINTED CEDAR ROUGH SAWN AT CORNERS, WINDOWS, DOORS & MODLINE 2° x 2" GALVANIZED FLASHING INSTALLED OVER SIDING AND UNDER CORNERS NOTE: FRAMING.... ....EXT: 2 x 6 D.F. #3 or BETTER STUDS ® 16 "oc INT: 2 x 4 D.F. C 16" or 24 "oc TOP PLATE... .. .,. 2 x 6 CONTINUOUS LVL 2.0E BOTTOM PLATE 2 x 6 D.F. INSULATION., ....EX T: R — " <1 FIBERGLASS BATTS INT: R -11 MINERAL WOOL SOUND INSULATION AT CROSSWALL TO BOTTOM OF RAFTERS AND PLENUM WALLS TO CEILING HT. INTERIOR FINISH . . SKIRTING Y2" VINYLWRAP TACKBOARD °CALCUTTA TAN" OVER %" TYPE —X SHEETROCK SHIP LOOSE (16) 4' x 8' PIECES OF 1/2" PT CDX PLYWOOD PAINTED TO MATCH SIDING w/ (12) 16" x 8" VENTS AND (4) CORNERS NOTE: PT CDX (UC4B) PLYWOOD STAMPED 'RATED FOR GROUND CONTACT' FLOOR: COVERING .... . ....ON SITE BY OTHERS DECKING . ...... ... 2332 A.P.A. RATED STURD —I —FLOOR T &G GLUED AND NAILED FRAMING 2 x 10 P.T. D.F. #2 JOISTS V 16" oc w/ JOIST HANGERS AT ALL RIMS AND DOUBLE P.T. 2 x 10 AT ENDS RIMS .......... ..... .DOUBLE P.T. 2 x 10 AT GRIDS A & C, 2 x 10 LVL CONTINUOUS 2.0E AT GRID B NOTE. 12" HIGH MOISTURE BARRIER INSTALLED ON PERIMETER (OVER GYPLAP) AT FLOOR RIMS AND END JOISTS INSULATION ...,..,... R -34 CELLULOSE BLOW —IN —USE R3D FIBERGLASS BATTS AT BOLTING LOCATIONS 1-S -t - BOTTOM COVER 4' x 8' x )¢" P.T. CDX PLYWOOD EIVED TUKWILA 2 3 2012 7 -26-12 PRELIMINARY REVIEW 9-5-12 ENGINEERING MB MB DATE REVISION BY COPYRIGHT 2012, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■ ■■ INDUSTRIES. INC. wwO ..co n P.O. BOX 489 Aurorae. OR R 9T B7 325-0In9 MODULAR 28 x 64 WA GOLD Classroom for KCDA TuIkTtCENTER Showalter Middle School Pacific Mobile 11 BLMP -01 A8 Tukwila, WA Approved for Coast tic . *ha 1/a Pile Copy: Job No: 17696 Drawn BE MB Issue Dam: 8 -17 -12 a -2 O G• co o, C -c vi m Q; C c G L E C 0 C 2 C O N mium innimi nnm■nl■Uiummui■m■n ui■Immn i■1nn■ amino n� n■ mmuni1■nm■m■i■m■i■m■ o■ momma n■nm■m■i■iumm■i■ummum ion i I �11f1�1�1�1�111��1/ Iflllmin�miil�Im1�1�111t1/ I�Im��m�lllll�l ■I�Im1�ImmmlD�l�l�m�� 1I 111m11111`m11,m111m111m11111�1 MI lumll,I� .ri mumn u�aii°�ni imimuoiwrr unriimu►■IIIN���i nlu�irmiridumi�ini��u rliuma.��liiimir I.aiBi.�inmiin� *.I.I i.I.I.1 iul Ilieumon in11n/ir l 11 T WALL "A" ELEVATION SCALE: 1/4" = 1'-0' Iunl■llumumm l■nm■nmmm■um■nmomil ilmm ■ uu■mu■mu■u mummu mummu ■nnm.m■ uumu■i■ ummi �■ um uui■numnu■m■i■ oul m■n n �11I1■1�1II11or'nm1�IImt1llm llmanui 1 m111l IIIIaIII mninnon 11 Ia1uIw annu IuJ llIImmuIn11I ,i1ijIlii/IIIIujIinmonu n Nonni I1u11 mil�iil ��rtil�no0l�maif�u� ■■it■1■■�i1i•�1a�111I1 ■�lu�■►■■ 11Mm■1■mmlIEo ®nit■iUMBIioMIRMIIoMIOI IIIIMI MIMEImU®IIIMMUMER■■1 0 0 0 0 —r 0 0 0 - "rT1TI�T' 1 I D 0 0 0 0 0 0 0 WALL "C" ELEVATION SCALE: 1/4' = 1•-0• TAG LOCAT ON TAG LOCATION WALL '1' ELEVATION SCALE: 1/4" = 1'-0" ENDWALL FASTENING: - INSTALL % DURATEMP SIDING WITH ALL EDGES SUPPORTED OVER %" TYPE 'X' GYPLAP. FASTEN w/ 0.099" x 2Ya" GALV. NAILS CO 4 "oc EDGE, 12 "oc FIELD - INSTALL ST2215 STRAPS WHERE SHOWN w/ 8- 10d x 1Y" NAILS EA. END OF EA. STRAP S' 00j0 FLOOR LINE GROUND LINE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION FLOOR LINE GROUND LINE RECEIVED CITY OF TUKWILA OCT 232012 PERMIT CENTER WALL '2' ELEVATION SCALE: 1/4' = 1'-0" DATE REVISION BY COPYRIGHT 2012, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. Classroom for KCDA Tukwila S.D. Showalter Middle School Pacific Mobile 11 BLMP -01 A8 Tukwila, WA Approved for Cost File Copy: aF- '71 C f 1 Job Na 17696 Drawn Br AJB Issue Date: 8 -17 -12 -3 RIDGEBEAM 1Y2" LVL EXTEND ONE STUD UP ALONG RIDGEBEAM AND FASTEN WITH 6— 0.131" x 3" NAILS OR EQUAL .STRAP SIMPSON ST2215 OR EQUAL. USE 7— 10d x 1)�" NAILS EACH END OF STRAP END COLUMN USE DOUBLE 2 x 6 D.F. #2. FASTEN STUDS TOGETHER WITH DOUBLE ROW OF 0.131" x 3" NAILS OR EQUAL Q 8" o.c. NAILS MAY BE ANGLED SLIGHTLY TO PREVENT NAIL PENETRATION THRU NEXT COLUMN STUD ADD TIGHT FIT 2 x 6 BLOCKING TO NEXT STUD ® WALL THIRD POINTS STRAP SIMPSON ST2215 OR EQUAL USE 7— 10d x 1)¢" NAILS EACH END OF STRAP RIM JOIST 1Y2" LVL ADD TIGHT FIT BLOCKING UNDER COLUMN FOR FULL BEARING. 1 EC226:END COL. DETAIL - DBL 2 x 6 376 3 SDES Y4 "x 6 "x 12" UPLIFT PLATE 3'4 "x 3)2 "x 12" BEARING PLATE WELDING: G.M.A.W. — AWS A5.18 F.C.A.W. — AWS A5.20 ALL WELDS TO BE SINGLE PASS FILLET BY CERTIFIED WELDER TO A.W.S. 01.1 CODE. A500 Gr. B STEEL TUBE A36 STEEL PLATE (6) SIMPSON SDS1 /4x1)'2" SCREWS (TOP) (4) SIMPSON SDS1 /4x3" SCREWS (BOTTOM) (DRILL 3(6" HOLES) 31" x 3)'i„ x 9" BEARING PLATE Y4" x 3Y" x 5" UPLIFT PLATE LVL RIDGEBEAM O3 "x 3 "x 31e' STEEL TUBE COLUMN TIGHT FIT 2 x 6 BLOCKING WITH 4— 0.131" x 3" NAILS EACH END. RIM JOIST 3/6 2 ICSTL-1M2: INTERIOR TIGHT FIT LVL BLOCKING FASTENER SCHEDULE NAIL SIZE QTY LOCATION 0.131" x 3" 5 EACH END 0.131" x 3" 2 ROWS TO RIM SU28 AT 4 "oc. 2 x 4 x 4' -0" D.F. "STANDARD" RAFTER, TAIL ATTACHED TO SIDE OF RAFTER WITH FOUR 0.131" NAILS EACH END 2 x 10 BLOCKING w/ 2— 2)C0 VENT HOLE AT EACH RAFTER BAY. FASTEN TO ROOF RIM w/ DOUBLE ROW OF 0.131 "x3' NAILS ® 4 "oc BOTTOM ROOF RIM VAPOR BARRIER GLUED BEARING WEDGE 2 x IIII'I 1 TRIM I'1 111111111111 SIDING NAILS ® 4 "oc 12 }" SIDING 0.113 x 2" NAILS ® 4 "toc EXCEPT AT VENT HOLES 3 SAVE DETAIL 1 1/2" = 1' -0" 1 x 6 FASCIA 2 x 4 SUBFASCIA PERFORATED SOFFIT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 2012 LVL RIDGEBEAM LSTA24 STRAP BENT OVER BRACE WITH 7— 10d x 1Y2" NAILS TO BRACE AND 7- 10d x 1) NAILS TO BEAM. E OF EXTRA BOLTS IN COLUMN AREA. v 24' * 14— 15 GA. x 2Y2" STAPLES (7 DRIVEN EACH WAY) 111111 1 III 1 Iii III } BRACES REO'D 16' 2 x 4 D.F. BRACES AT EACH RAFTER AS SHOWN BELOW. *ADD BRACES AT 8'— 0" oc NOT REQUIRED, MANUFACTURER'S OPTION. 24' * 32'— 0" 4" BOLTS ® 2', 5' AND 8' EACH SIDE OF COLUMN 'B' 32'— 0" COL. A COL. B 5 RIDGEBEAM BRACING DETAIL 1 1/2" = 1' -0" COL. C FASTEN SHEATHING TO VENT BLOCKS w/ 0.113 x 2" NAILS ® 4 "oc FASTEN 2 x 2 x 20" VENT BLOCKS 24" oc TO RIDGEBEAM WITH 0.131" x 3" NAILS ® 5 "oc MAX. ONE DRY CUP PERM VAPOR BARRIER. INSULATION )¢" SPACER SITE WORK: 1. INSTALL RIDGEVENT w/ 1" GALV. SCREWS ® 12 "oc EA. SIDE 2. INSTALL INSULATION ® MODLINE 3. INSTALL VAPOR BARRIER ACROSS MODLINE, 2 MIL MIN. (CLOSE —UP PLASTIC SUPPLIED w/ BUILDING MAY BE USED) 6 RIDGE DETAIL 1 1/2" = 1' -0" 2 x 4 D.F. "STANDARD" OUTLOOKERS ® 2' -0 "oc- 0.113 a 2" NAILS ® 4 "oc RAFTERS GABLE END FRAMING MIN. 3— 0.131" a 3" NAILS 2 x 6 BLOCKING AT SIDING JOINT ENDWALL TOP PLATE THREE 0.131" x 3" NAILS H3 CLIP ® EACH 2 x 4 OUTLOOKER w/ TWO 8d x NAILS EA. WAY SOFFIT 1 x 2 TRIM SIDING NAILS ® 4 "oc "Z" FLASHING 12 }" City of Tukwila BUILDING DIVISION 1 x 6 FASCIA 2 x 4 SUBFASCIA 2 x 4 BLOCKS BETWEEN OUTLOOKERS SIDING NAILS 0 4 "oc 4 ENDWALL ROOF OVERHANG DETAIL 1 1/2" = 1' -0" JOIST JOIST 10d x VA" SIZE HANGER NAILS x E. LU26 2 x 10 SU28 6 CITY OF TUKWILA OCT 2 3 2012 0.131 x 3" NAILS ® 8 "0C INSULATION REQ'D INSTALLED ON SITE 7 152 P.T. CDX DOUBLE P.T. PLYWOOD 2 x 10 RIM BOTTOM BOARD FLOOR DETAIL 1 1/2" = 1' -0" PERMIT CENTER SKIRTING PREP. FASTENED W/ 6d DUPLEX NAILS 2-4 -11 PRELIMINARY REVIEW MB DATE REVISION BY . COPYRIGHT 2012, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. • ■ ■ ■ ■ INDUSTRIES INC. .d97325..cam P.O. BOX 489 • Aumwv®e, OR 973250619 MODULAR 28 x 64 WA GOLD Classroom for KCDA Tukwila S.D. Showalter Middle School Pacific Mobile 11 BLMP -01 A8 Tukwila, WA Approved for Coast k l- File Copy .7l6/4.1 Job No: 17696 Drawn By. MB Issue Date: 8 -17 -12 A -4 RECEIVED OF TUKWIU OCT 2.3 2012 RIVIIT CENTER 4.111-F, RECEIVED Y OF TUKWIL/ OCT 2 3 2012 RMIT CENTER STRUCTURAL NOTES: CLASSROOM I . DESIGN INFORMATION $ LOADING: I . I . BUILDING CODE IBC, 2009 I .2. ROOF LIVE LOAD 40 PSF, SNOW I .3. FLOOR LIVE LOAD 40 PSF OR I ,000# CONC. I .4. WIND CRITERION 110 MPH, EXP B, 1= 1 .0, = I .0 I .5. SEISMIC CRITERION 505= I .0, I= I .0, CATEGORY D I .6. ASSUMED SOIL BEARING PER IBC; T. 1 806.2 I .6. I . CLASS 4 SOILS I ,500 PSF I .6.2. CLASS 3 SOILS 2,000 PSF 2. CONCRETE: 2. I . DESIGN COMP.STRENGTH 2,500 F51 2.2. REINFORCING BAR YIELD GO KS! 3. MASONRY: 3. I . 8X 1 6X8 UNITS ASTM C -90, GRADE N 3.2. SET UNITS W /CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN 4. WOOD: 4. 1 . ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF -STD OR BETTER, UNLESS NOTED OTHERWISE 4.2. ALL WOOD IN CONTACT WITH SOIL SHALL BE PRESSURE TREATED WITH CONNECTORS MEETING IBC. 4.3. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 5. SPECIALTY ITEMS: 5. I . METAL PIERS TO BE CAPABLE OF SUPPORTING 4,200# 5.2. SOIL ANCHORS SHALL BE IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: 5.2. I . DESIGN LOAD OF 3,I50# W/ A MIN. ULTIMATE LOAD OF 4.700# 5.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 5.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 5.2.4. ANCHORS CAN BE ONE OF THE FOLLOWING: 5.2.4.1. AUGAR -TYPE SET 45° MIN. FROM VERTICAL IN LINE WITH ANCHOR STRAP TO BUILDING. 5.2.4.2. AUGAR -TYPE SET VERTICAL W /STABILIZER PLATE INSTALL VERTICALLY. 5.2.4.3. DRIVEN ANCHOR W/ INTEGRAL STABILIZER PLATE 5.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. G. VENTING: 6. I . PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF VENTILATION PER 150 SF OF FLOOR AREA 6.2. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO X500, IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL. 7. ACCESS: 7. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. 7.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE. 8. SITE CONDITIONS: 8. I . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D -698. 8.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2 %. 0 cC CV 64' -0" FOUNDATION SCHEDULE & DETAIL # ITEMS /LOCATION CLASS 3 SOIL SPACING,MAX. PERIMETER POST 6' -0" O.C. 33 MIDSPAN SUPPORT 8' -0" O.C. SOIL ANCHORS AS SHOWN MATELINE SUPPORTS 8' -0" O.C. PERIMETER SHEAR WALL AS SHOWN INTERIOR ROOF SUPPORT (6) PADS ® EXTERIOR ROOF SUPPORT (3) PADS FOUNDATION PLAN 1/8. = DETAIL # CLASS 4 SOIL SPACING, MAX. 4' -0" O.C. 7-0" O.C. AS SHOWN 7' -0" O.C. AS SHOWN (8) PADS (4) PADS REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2012 PERMIT CENTER REVISION DA 10/1 /2012 RENEWS: 09/27/2013 EXPIRES: DECEMBER 31. 2013 PRECAST CONCRETE BEARING PAD PROVIDE 24-DAY COMPRES9VE STRENGTH OF 2500 PS, MIXED AND PLACED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (2) fS BARS EACH DIRECTION BOTTOM BARS TO BE 1 1/4' CLEAR OF BOTTOM. BARS SHALL BE ASTM A65, GRADE 60 Amove 1 -4 O 1/2'0 MACHINE BOLT WITH 3 -INCH EMBEDMENT IN PRECAST PAD PRECAST BEARING PADS 4x8 HIV MlDSP ogio, SUPPORT BEAM TONAL TO FRAMING ABOVE W/ (2) 8d COMMON 0 48' o.c. PRECAST BEARING P I YAM FULL BEARING ON EXISTING GRADE MARRIAGE LINE RIMS PER BUILDING MANUFACTURER PRECAST BEARING PAD WITH FULL BEARING ON ExiSTING GRADE JACKSTAND W/ 4000 lb MINIMUM CAPACITY. INSTALL PER MANUFACTURERS INSTRUCTIONS O MIDSPAN SUPPORTS Airy RIM AND OFFSET RI PER BUILDING MANUFACTURER 2X4 TOP PLATE NAILED TO BUILDING RIM W 16d 0 8'oc 4x8 HPI2 MIOSP SUPPORT BEAM TONAL TO FRAMI NG ABOVE W/ (2) 8d COMM 0 48 0 [A4 X4 HPI2 POST SET ON 2x MUD9LL AND ATTACHED TO 2X4 TOP PLATE WITH (2)16d NAILS CR (4) 8d TOENAILS 2X4 P.T. MUD9LL ANCHORED TO BEARING PAD W/ BOTH BEARING BOLTS CAST BEARING PAD WAIN FULL BEARING ON EXISTING GRADE PERIMETER POSTS ON .c 4x4 HFI2 POST, NAILED TO RIM JOISTS AND BEARING PADS FACTORY INST W /(4) 16d TIE -DOWN STRAP 1 11/ MARRIAGE UNE RIM PER BUILDING MANUFACTURER JACKSTAND W/ 4000 lb MINIMUM CAPACITY. INSTALL PER MANUFACTURERS INSTRUCTIONS 2x12x12' TRT PAD OVER 2x12x24' TRT PAD 4x6 HFI2 POST, NAILED TO RIM JOISTS MD BEARING PADS W /(4) 16d Aar Ar (� _ MARRIAGE UNE SUPPORTS - EXCEPT AT ROOF BEARING POINTS 2x12x12' TRT PAD OVER 2x12x24' TRT PAD a IMO ��RE) PROFESS ) LNGIN(F� �o 12327 PE OREGON �Cc <<•'O .2 3, TIE -DOWN EARTH ANCHOR SELECTED IN ACCORDANCE WITH MANUFACTURERS CRITERIA FOR THE GIVEN SOILS CONDITION FOR A WORKING CAPACITY OF NOT LESS THAN 3150 POUNDS NMI WWWWW ® TIE -DOWNS NOTE: SPACE MACHINE BOLTS 0 5 1/2' o.c. AND CENTER ON POST BLOCKS AND GIRDER AS APPROPRIATE P.T. 6x8 DFI2 POST T MARRIAGE UNE ABOVE BOLT TO TRANSFER GIRDER WITH (4) 7/8'0 A907 MACHINE BOLTS BEAR AND CENTER ON PAD BELOW _011100° #0- AeIi��/ • CAST BEARING PADS PER PLAN W/FULL BEARING ON EXISTING GRADE SPACE 018' O.C.. ALT: 2x12x24' P.T. HFI2 BEARING PADS UNDER TRANSFER ORDER ON A 2x12 TRT. PLATE METER POST AND PAD WITHIN 4' OF TIE -DOWN .T. 4x6 HFI2 PER BLOCK W (2) 7/8'0 A307 MACHINE BOLTS TO ORDER BEAR AND CENTER ON PADS BELOW. (2) C 7x9. TRANSFER ORDER O CENTER TRANSFER GIRDER - SEE ALT. F3 RENEWS: 09/27/2013 16d COMMON 0 8' o.c. FROM 2x TOP PLATE TO BUILDING RIM JOIST r 2x4 HF#2 STUDS 0 24' o.c. P.T. MUDSIJ. ANCHOR PRECAST PAD BOLTS EACH MUD9LL PIECE SHALL ENGAGE AT LEAST ONE ANCHOR BOLT EXPIRES: DECEMBER 31, 2013 REVIEWED FOR CODE COMPLIANC APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION ODULAR BUILDING BY BUILDING MANUFACTURER 3/8' MIN. SHEATHING W/ GALV. 12d NAILS 0 4' O.C. AT ALL PLYWOOD PANEL EDGES AND 0 12' ac. AT ALL INTERMEDIATE STUDS. PLYWOOD IN CONTACT WITH EARTH OR CONC. SHALL BE TREATED. CAST BEARING PAD AT PERIMETER POSTS 0__21E9R PANEL SECTION 2x4 FIF THRUST BLOCKING BEARING AGAINST THRUST POSTS AND BOLTED TO MUDDLL W /(5) Y4'0 0 8' O.C. WI 5-1/2' END DISTANCE 2x4 TIP PLATE P.T. 2x4 HF ■111111ed ANCHORED E D � ANCHORED TO EACH PAD SEE DETAILS �A . FOR ADDITIONAL GALLOUTS i DSILL TO BE CONTINUOUS FROM THRUST BLOCK .■/ ..;1. TO THRUST BLOCK , PRECAST Wfl LL BE PADS PER PLAN W LL E. SPACE ON EXISTING GRADE SPACE N 018' _, 0.C.. ALT: 2x12x24' P.T. HFI2 BEARING PADS UNDER TRANSFER ORDER ON A 2x12 4x4 HIP THRUST POST DlT. PLATE. FROM VERT. POST TO VERT 4x4 HFI2 POST WI TF q, �j,,, E I V E D CENTER OF ADJACENT PADS BUILDING COLUMN ABOVE t C; ®END TRANSFER GIRDER - SEE ALT FPITY OF TU K W I OCT 232012 PERMIT CENTE SURVEYORS z z 5 Z • 3 W X 140537, GARDEN CITY, ID 8 O KCDA STANDARDS MODULAR CLASSROOM FOUNDATION z 0 I- Q 0 Z .7(' ▪ 0 w � O Q J 0 0 2 N U, z 0 3 O 0 ISION DATE /2012 F2 4HEET : 2 OF 3 0 STANDARD SKIRTING DETAIL 1' -6" (TYP.) FLOOR ML RIM JOISTS r ROOF COLUMN WOOD SHIM AS NECESSARY 4x4 HF#2 POST TOE- NAILED TO RIM JOISTS & PADS 2x12x36" LONG TREATED PLATES L(3) 2x12x72" LONG P.T. HF#2 WOOD PADS /L POST SUPPORT DETAIL Scale: 3/8" =1' -0" 2x P.T. RUNNER NAILED TO MUDSILL W11H (8) 16d NAILS BLOCKED SKIRTING DETAIL WIDE GALVANIZED SCREENINF MESH FROM SKIRTING TO GRADE. SECURE MESH TO SKIRTING WITH STAPLES AND TO GRADE WI GALV. STAKES SCREENED SKIRTING DETAIL FLOOR STRUCTURE WOOD SHIM AS NECESSARY 8x 16 CMU BLOCKS 2x 4 TOP& BOTTOM PLATE 4"x 6" POSTS @ MA. PADS PER PLAN PRECAST 16" SQUARE x 4" DEEP PAD, 5/F2, PER F1 ATTACH BOTTOM PLATE TO PAD W/ BOLT PROVIDED IN PAD REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2012 City of Tukwila BUILDING DIVISION RIM AND OFFSET PER BUILDING MANUFACTURER OENAIL UPPER RIM TO POST W/ (3) 8d COMMON OWER BEARING PAD 0_ STEPPED MUDSILL SECTION 164 COMMON 0 8' o.c FROM 2x TOP PLATE TO BUILDING RIM JOIST 2x4 HF L 18' LONG PLATE NAILED TO (2) JQSTS W/ (2) 164 COMMON, EACH S4PSON LUP24 000LAR BUILDING BY BUILDING MANUFACTURER BEARING PAD KICKER TO 2x4 TOP & BOT 48' 0.c. 04 P.T. MUOSILL. ANCHOR TO PAD ANCHOR MUDSILL PIECE AND ENGAGE MIN. ONE A.B. PLYW000 SHEAR WALL FASTEN W/ GALV. 16GAx I 1/2" STAPLES 0 4' o.c AT ALL PLYWOOD PANEL EDGES, AND 0 12' o.c. AT ALL INTERMEDIATE STUDS. PLYWOOD IN CONTACT 1WTH EARTH OR CONC. SHALL BE TREATED. 2x4 If/2 STUDS 0 24" o.c- CAST BEARING PAD AT PERIMETER POSTS 0_ FROST RESISTANT SKIRTING DETAIL \pii AL r.1STE. Gf 399 q� OF �' W. BR RECEIVED CITY OF TUKWILA OCT 232012 PERMIT CENTER GINEF� 12327 PE /64/ OREGON ', �AT23,19 r. RENEWS: 09/27/2013 EXPIRES: DECEMBER 31, 2013 v z z E w w z z w C7 (5 ENGINEERS PLANNERS SURVEYORS PO BOX 140537, GARDEN CITY, ID 83714 • (208) 871.0200 MODULAR CLASSROOM FOUNDATION z 0 I- Q 0 JZ J QO O w11 J 0 0 0 CD c 0 0 0 0 REVISION OA 10/11/2012 F3 SHEET : 3 OF 3 From: Don Tomaso Sent: Wednesday, November 14, 2012 6:11 PM To: 'Roger Vernon' Cc: Al Metzler Subject: RE: Permit D12 -342 Showalter Middle School portable Classroom replacement Roger, I will talk with Al in the morning and have him release your permit. Don From: Roger Vernon jmailto :rogerv@pacificmobile.coml Sent: Wednesday, November 14, 2012 4:12 PM To: Don Tomaso Subject: Re: Permit D12 -342 Showalter Middle School portable Classroom replacement Thank you Don can you send me a letter so I can get my permit approved? Or will you notify the city of your decision? Sent from my iPhone On Nov 14, 2012, at 3:27 PM, "Don Tomaso" <Don.Tomaso @TukwilaWA.gov> wrote: Roger, I have had an opportunity to review the Showalter building file and you will be able to replace the existing portable without adding fire sprinklers to the unit. However in reviewing the file both portables should be equipped with an automatic fire alarm system that is tied into the main building fire alarm andlthat system will need to be maintained. In addition you mentioned the possibility of adding portables to the Foster High School complex. If the district proceeds with adding portables they will need to be equipped with fire sprinklers and a manual fire alarm per TMC 16.42.050 and TMC 16.42.070(k). If you have any questions please let me know. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomasoCa@tukwilawa.gov Direct Line 206 - 971 -8723 alrSRAu NOV re2o12 PERMIT CENTER CORRECTION 12 -3y2 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 2, 2012 Roger Vernon Pacific Mobile Structures 13806 45th Av S Marysville, WA 98271 RE: Correction Letter #1 Development Permit Application Number D12 -342 Showalter Middle School — 4628 S 144 St Dear Mr. Vernon, 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 Fire Department. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 971 -8718 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) 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, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -342 W:\Permit Center \Correction Letters \ 20I2\1312 -342 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: October 31, 2012 Project Name: Showalter Middle School Address: 4628 S 144 St Permit #: D12 -342 Plan Reviewer: Al Mezler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Per City of Tukwila Ordinance, all new buildings 500 square feet or larger are required to install an approved automatic fire sprinkler system and a manual fire alarm system. Please place a note on the plans that the building will be sprinklered with a manual fire alarm system. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. I •fEMrrCOORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -342 DATE: 11/16/12 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ �I ,�� , kv41 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete VA Incomplete ❑ DUE DATE: 11/20/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 12/18/12 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • PE CO PLAN REVIE /ROUTING SLIP ACTIVITY NUMBER: D12 -342 DATE: 10 -23 -12 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST X Original Plan Submittal _ Response to Correction Letter # _ Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: g�filding ))1111:A W s --Lk fl-f\ A-eitl\/6 11-\- I� Fire Prevention IIII -P Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25 -12 Complete Incomplete Not Applicable r1 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route 3 Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions El DUE DATE: 11 -22 -12 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 20 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ////02_ Plan Check/Permit Number: D 12 -342 Romeo 0riv O r cNltA tie/16-20T PERmiv cow Project Name: Showalter Middle School Project Address: 4628 S 144 St Contact Person: �D5 IL (/ ,2M7,-/ Phone Number: / 2 - 76,0 1198 Summary of Revision: /11%ixh<C- /S 1•.94;1- i--iirr+ 00,0 / h,aS o ji"C / y- s C. cot 7k C4 i y ar u k't.l, IIA ic!::t° S'itAid S, +1,41- +W e Pori 5Ic. CUSS Qcr)r /4-1-- Sit c4aal. c4A/ a&" los- 1,91lE2 V, our ,4 c o in y re"" S P r i "k/t es /"o Ax,.'s ?'ihf t'i., " Sheet Number(s): "Cloud" or highlight all areas of revision including date ,of revision Received at the City of Tukwila Permit Center by: ti W Entered in Permits Plus on / O(/f 9— \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Printer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LIi1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PACIFIC MOBILE STRUCTURES INC UBI No. 600498022 Phone 3607480121 Status Active Address Po Box 1404 License No. PACIFMS033DC Suite /Apt. License Type Construction Contractor City Chehalis Effective Date 3/3/1997 State WA Expiration Date 11/8/2014 Zip 98532 Suspend Date County Lewis Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PACIFMS097D0 PACIFIC MOBILE STRUCTURES INC Construction Contractor General Unused 3/20/1991 2/20/1997 Archived PACIFML150QL PACIFIC MOBILE LEASING INC Construction Contractor General Unused 11/13/1985 10/28/1997 Archived Business Owner Information Name Role Effective Date Expiration Date HAAKENSON, RICHARD E, OWNER Member 01/01/1980 Amount HAAKENSON, GARTH PHILLIP President 11/04/2010 01C131839030 HAAKENSON, JEAN ANN Secretary 01/01/1980 MOORE, GRETCHEN LEE Treasurer 11/02/2010 AMERICAN ECONOMY INS CO Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 WESTERN SURETY CO 69913574 05/26/2005 Until Cancelled $12,000.00 05/25/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 17 American Economy Insurance Co 01C131839030 01/31/2012 01/31/2013 $1,000,000.00 02/06/2012 16 AMERICAN ECONOMY INS CO 01C13183901 01/31/2011 01/31/2013 $1,000,000.0001 /26/2012 15 AMERICAN ECONOMY INS CO 01C1131839010 01/31/2010 01/31/2011 $1,000,000.0002 /02/2010 14 TRAVELERS INDEMNITY CO OF AMER 660238J24201ND 01/31/2007 01/31/2010 $1,000,000.00 01/23/2009 13 TRAVELERS INDEMNITY CO OF AM 660238J2420TIA 01/31/2005 01/31/2007 $1,000,000.00 01/20/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 12/13/2012