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HomeMy WebLinkAboutPermit D07-351 - SAFEWORKS - MEZZANINE AND OFFICESAFEWORKS 365 UPLAND DR D07.351 Parcel No.: 8836500070 Address: 365 UPLAND DR TUKW Suite No: Tenant: Name: SAFEWORKS Address: 365 UPLAND DR , TUKWILA WA City +f Tukwila Owner: Name: SAFEWORKS PROPERTIES LLC Address: 365 UPLAND DR , TUKWILA WA 98188 Phone: Contact Person: Name: DAVID LITTLE Address: 9883 40 AV S , SEATTLE WA 98118 Phone: 206 394 -3306 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 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKIIVILA WA 98188 Phone: 206 -394 -3300 Contractor License No: ENGINPC931 CO DESCRIPTION OF WORK: INSTALL 850 SF MEZZANINE AND MODULAR OFFICE doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 351 Issue Date: 11/26/2007 Permit Expires On: 05/24/2008 Expiration Date: 02/20/2009 Value of Construction: $67,590.50 Fees Collected: $1,578.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 24 D07 -351 Printed: 11 -26 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: The granting of construction or Signature: Print Name: doc: IBC-10/06 e perfo 41,10• City c 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 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: 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: N cAlt iftG. Permit Number: D07 -351 Issue Date: 11/26/2007 Permit Expires On: 05/24/2008 Date: Et 121(114. I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ct, whether specified herein or not. t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating of work. I am authorized to sign and obtain this development permit. Date: // Z 7/7 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. D07 -351 Printed: 11 -26 -2007 Parcel No.: 8836500070 Address: Suite No: Tenant: 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 365 UPLAND DR TUKW SAFEWORKS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. D07 -351 ISSUED 09/12/2007 11/26/2007 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 fmal 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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. 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. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D07 -351 Printed: 11 -26 -2007 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 following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: 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) 19: 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) 20: Maintain fire extinguisher coverage throughout. 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 28: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 29: 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) 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth D07 -351 Printed: 11 -26 -2007 in Table No. 803.5 of the International Building Code. 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 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 34: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 35: PRIOR TO FINAL PERMIT SIGN -OFF NEW BACKFLOWS ON DOMESTIC WATER AND IRRIGATION SERVICE PERMITTED UNDER PERMIT PW07 -122 SHALL BE INSTALLED AND PASSING TEST REPORTS SUBMITTED TO PUBLIC WORKS; PASSING TEST REPORT FOR EXISTING FIRE DDCVA SHALL BE SUBMITTED AS WELL. doc: Cond -10/06 * *continued on next page ** D07 -351 Printed: 11 -26 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the , - rfo ance of work. Signature: Print Name: 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 Date: D07 -351 Printed: 11 -26 -2007 CITY OF TUKWIL.) 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 ** King Co Assessor's Tax No.: Tenant Name: Site Address: Company Name: - Mailing Address: I Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E E -Mail Address: Name: !./t -o: � j cc J 1 Mailing Address: 7 � S,, IBS Z/ 3 O tt ,4vc 5„,_ tt E -Mail Address: t titL lei efec / • CU". GENERAL CONTRACTOR' INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg x Company Name: eK ii ✓G I' ?roc 4. Mailing 4 � S d % g 'f I4 t Ltd L;+tI,_ Q _ ciy e.ne_. L ow. Contact Person: E -Mail Address: Contractor Registration Number: k/l/Gn .17L1 Pe,- Q 3l L b l^# ( yire r' Tor_ 1. Itt414. Ankite i.Y• ENGINEER OF RECORD All plans must be wet stamped by Engineer ; o f i Mc rrti R i G ti / cote 730 01c • sutrc /o'{ 'Rev, 21`cl, 1 ten(' ;-Ch I e- ! rvtf . bit e Q:MpplicationsWorns- Applications On LineO-2006 - Permit Application.doc Revised: 9 -2006 bh Suite Number: New Tenant: City eco S1 5- Oda 76 Floor: .... Yes ..No Property Owners Name: Sec e & ,c - Mailing Address: State Zip who do we contact when' your permit is ready to be issued Day Telephone: (2x,) T wit sil City State Zip Fax Number: ( o) . 7S C( SCC -IfIL. City Day Telephone: 71•\ 3S4 — 3300 Fax Number: () C7s — 1 / / 56 Expiration Date: w4 9 e �1s,! State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Ar of City State Zip Day Telephone: 7 - 1 �' Fax Number: 7111 J5 = 15 - 3 1 1 � s 1�Vi r SC/oS City State Zip Day Telephone: Fax Number: ( � . •3 / ` 260 ( Page 1 of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 6 �ti2 Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh (Qg, /TIJC) Existing Building Valuation: $ ff // hS f� 11 t Zzcn�..a c ✓tc i ,Nc.; Lc I t ivle 'l,ot7/ 41 w o w, _ 2(� orb rig .. No If yes, a separate permit and plan submittal will be required. Addition,,. Existin Structur 26 Ph 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. Compact: Handicap: Will there be a change in use? ❑ Yes JYA No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Vf 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. Page 2 of 6 Fixture Type: Qty " Fixture Type: Qty Fixture Type: - Qty Fixture Type: ',' :Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PL-I3110 AND GAS PIPINb r ERMIT INFORMATION 206 - 43:1''567 Contact Person: E -Mail Address: PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 Date Application Accepted: IiiI t Date Application Expires: 0 IS VI— Staff Initials: I ' Signature: 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. Print Name: Mailing Address: 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 0 NER R i HORIZED AGENT: f � CiUtI ! I i, 9 .(n ,or .. S..� Q:Wpplications\Ponns- Applications On Linel3 -2006 - Permit Application.doe Revised: 9 -2006 bh application Date: Z G `7 Day Telephone( ` �Sy - <,, City State Zip Page 6 of 6 Receipt No.: R07 -02573 Payee: ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 8836500070 Permit Number: D07 -351 Address: 365 UPLAND DR TUKW Status: APPROVED Suite No: Applied Date: 09/12/2007 Applicant: SAFEWORKS Issue Date: Initials: JEM Payment Date: 11/26/2007 01:02 PM User ID: 1165 Balance: $0.00 Amount Payment Check 04332 958.96 Account Code Current Pmts BUILDING - NONRES 000/322.100 954.22 PLAN CHECK - NONRES 000/345.830 .24 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: $958.96 Payment Amount: 8958.96 5335 11/26 9710 TOTAL 958.96 doc: Receiot - Printed: 11 -26 -2007 Receipt No.: R07 -01957 Initials: JEM User ID: 1165 Payee: BECU ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 8836500070 Permit Number: D07 -351 Address: 365 UPLAND DR TUKW Status: PENDING Suite No: Applied Date: 09/12/2007 Applicant: SAFEWORKS Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 41306592 620.00 Account Code Current Pmts 000/345.830 620.00 Total: $620.00 Payment Amount: 5620.00 Payment Date: 09/12/2007 12:21 PM Balance: $958.96 2700 09/12 9710 TOTAL 620.00 f � doc: Receiot -06 Printed: 09 -12 -2007 INSPECTION RECORD Retain a copy with permit INSPECTIO NO PERMIT NO. Project: /4 F •C•/ Address: Special Instructions: Type of Ins pectign: Date Called: Date Want d: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fev VA 1 4 C1-e /1 ctor: A 'Date: I?10 .00 REINSPECTION FE REQUIRED. F{rior to inspection. fee must be aid at 6300 Southcenter Blvd., Suite 10U. Call the schedule reinspection. J Rec-Ipt No.: 'Date: CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 COMMENTS: L,L LAW f e - S PA, e ( t-1 / J i /j'--DI vi -e (P c_ Svc_ Date Called: Special Instructions: A4k �,,re27T.dAJ teeA A - 0 A(.- Date Wanted: 2 's ' 'C L 'e t a. ( . 13 ' n > As er. , N , r , anriliii _4, Project: 5 0 a tKJ Type of Inspection: e, Auld ta 1 - - n.l Addrgs �5 cy.ie Date Called: Special Instructions: A4k �,,re27T.dAJ teeA A - 0 A(.- Date Wanted: 2 's ' a. ( . 13 ' n > Requester: 2 , . 0 6 — 6 t2 - 7 . Phone No_ ,., 7 . _4, 0 0'1 -35 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Ij Corrections required prior to approval. ,, (: • Date: O -i d - $58.00 REINSPECTION FEE E UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: __, S rrkP CAIN* Type of Inspection: r-: i ,v1 .. Address: Date Called: e Special Instructions: Date Wanted: / — 17 -0 a�. Requester: Phone No: COMMENTS: p 0 . "%ma/ ( P i, 71i;ti >, - r � �njA l L � � cg � •—/ L49 e A)oi .. OW ) 0 4 eg7>P c� X47, nspect% IDat _ J --7 V INSPECTION RECORD Retain a copy with permit I CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. • 00 REINSPECTION FEE REQUIRED fl rior to inspection, fee must be id at 6300 Southcenter Blvd., uite 100. Call the schedule reinspection. 'Receipt No.: 'Date: CO, ENTS: Type of Inspectipn: ri> 4-11'► ,,c.16, / 1 ro / ki - t ✓oiee Addr ss: Date Called: Special Instructions: &in < :,Se'-' (e -/ J h -- Requester: f - b < /- i ee --C ; Phone No: AU 6 is _: T-P.A97-074/ -6 - /ciy eAtia - -- AIA' . sP &J ( / - rd i -'7- t Ps /--/i h s-f,t 1% R 6)41 Project: � P COCA S Type of Inspectipn: ri> 4-11'► ,,c.16, r r\ Addr ss: Date Called: Special Instructions: Date Want7c(� 1 �jp f / .L, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTI • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Inspect p Approved per applicable codes. E1 Corrections required prior to approval. 'Receipt No.: • Date: 'Date: Day -66 REINSPECTION FEE I2EQUIRED!Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project: S A- PENru a 1L S Type of Inspection: f"►2 4 Address: 3 /25 U pt ,p N o Do- Suite #: Contact Person: 7A,p0 Lt rr- Special Instructions: Phone No.: W(o 3q4 - .50 ( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o l - 3 S PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 �-11 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: iija ( 1 �S �L i Date: // / S /e)) Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: S Type of Inspection: / � S� ij p v P",., O � /t/ j Address: ?(5 ? /p(A.vo Date Called: Special Instructions: Date Wanted: L� p.m. Regdester: Phone No _.2v6 -354/33 2 t I INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3 14 Approved per applicable codes. COMMENTS: t Inspector: _ I / ttA (Date: f �/ 0D El $ + REINSPECTION FEE ' QUIREb. Prior to inspection, fee must be p= at 6300 Southcenter Blvd\Suite 100. Call the schedule reinspection. J Recei t No.: 'Date: /.) Corrections required prior to approval. COMMENTS: /7 f 4 5 - / r r i 14' f / 3 7 2 - 7 : 3 5 - 1 - - : 6 04-do 7 /44/1 AcA/s - T 24/6 op )2/94-. & ✓ C(5 rind/' S// "/ -2U G j '' /20 Lr e /7l? 4 fCL TO pgavi e Le. t -w .4 e t� A. -,,-..,fe/ fl', -( - ,i A 1r9 // fl All /idVS 4'-I" / '491 /k i j AI Proje • AL It FL It C Type of - \J /--477 7iit/ -6 Address: Date Called: Special Instructions: /o /9 Date Wanted: _ /e/ Ov p.m. Requefter: Phone No: 2 0 ,C ' - 3 fd C INSPECTION RECORD Retain a copy with permit INSPECT •N NO. PERMIT NO. CITY s F TUKWILA BUILDING DIVISION 6300 • uthcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 J Approved per applicable codes. II $58 : i REINSPECTION FE REQUIRED: Prior to inspection, fee must be d at 6300 Southcenter Bl .. Suite 100. Call the schedule reinspection. ctor: r 4\4 A -... Corrections required prior to approval. Date: 'Receipt No.: 'Date: Project: 41.6v/z5' Type of Inspection: fao 7/#J , v Address: ,3l 5 2 /,'t 44") Date Called: Special Instructions: Date Wanted: _ / L/ v6 c ...dn. . Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION V' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: //4ve. s/ L j S Az?, � s�jI -7 i--4rs Inspect ceipt No.: Date: 'Date: Do s'5 PERMIT NO. $58.01 ' EINSPECTION FEE RE l4IRED. Pri • to inspection, fee must be p • at 6300 Southcenter Blvd.. Suite 100. . 11 the schedule reinspection. Project• .` a PG(J!lK�s Type of Inspection: j C /19 ,or 6 F-4.e y C /S Address: 3 6.5 2/ Date Called: Special Instructions: Date Wanted: — l 0 '' 0 6 .4, P.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 7� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 ❑ Approved per applicable codes. Corrections required prior to approval. ep COMMENTS: C✓ A et / d./Ni Date: b c2 8.00 REINSPECTION ` E REQUIR{`b. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 Ave r /Se /-7/c - uJe-✓, � zo- L — //vs 7,- ' -/r-c/ ,6 c -/rs I Z 6 or 7 �c . � a r4 -7y _/ -71-- G/ / / ✓r 7..is (-/ ,, 7-s l i -ail Date Wanted: C /-,o-e6 p.m. Requester: Phone No _7_, G -3g 9 -3So.-C Pro' t: a JO v //-C Type of Inspection: "U / 7 /'V C' Address: 3 ,5 7 /,L'9N') .2)2 Date Called: Special Instructions: Date Wanted: C /-,o-e6 p.m. Requester: Phone No _7_, G -3g 9 -3So.-C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g ft 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 70 El Approved per applicable codes. Inspecto eceipt No.: Do7 - -3s/ V Corrections required prior to approval. /, Date: — 5: .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: Pro �+ - eve " Type of Inspection: . 05 Al aEO 47/ / /:i. Address: GS 2 /%orA•vv De__ Date Called: ! Special Instructions: Date Wanted: / -7°- 6'e p.m. Requester: Phone No: —20 — 3 92/- 330.E z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: l ✓C S ?/ 5 (/7 , (Rec No.: 'Date: / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Corrections required prior to approval. Dat /— / o — REINSPECT! N FEE R (206)431 -36 *0 0 UIRED. P for to inspection, fee must be d at 6300 Southcenter Blvd.. Suite 1 . Call the schedule reinspection. COMMENTS: „S 7cc i A 4 7 7 / N C Co g A// i4).5 le - /r . , Afr 7'5 j , O5 /'/ cl • h /1-. - 1/ 75 7 L - , //9 6 /.-A-% l' .--1--(s. f, I ( fri3 ,-- /2 ,avide rne.v. , Airk e f? 47-9/ .-.0.44/ Date Wanted: (:..4 p.m. Requester: Phone No 62-66 - -._ Project: 5/y ,t Ici a ,/e_5 Type of Inspection: rig 4.77 ft/ .‘:::, Address: 2 6 .5 7 ,/ -9,-v_a oe Date Called: Special Instructions: Date Wanted: (:..4 p.m. Requester: Phone No 62-66 - 2CY IL6735/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 JJ Approved per applicable codes. .10 Corrections required-cal to approval. Receipt No.: INSPECTION RECORD Retain a copy with permit .00 INSPECTION FEE REQUIRED nor to inspection, fee must be id 6300 Southcenter Blvd.. Suite 0. Call the schedule reinspection. 'Date: Project: � e \oc-ks Sprinklers: Type of Inspe ion: R C�v� c Address: Suite #: S 6 5 U -P10,.,, Q, Contact Person: I .J Special Instructions: Occupancy Type: Phone No.: 2 o - 3 1 1 \ V?—... Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIL.A FIRE DEPARTMENT o -35( 0 - S - 2.'- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. I COMMENTS: Inspector OA 3 t Date: \ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I i vr wvv • iv. �.. �`� .To Build On - - -- - - - -F t . _ _ Engineering • Consulting • Testing TESTED FOR: Equipment Round Up Attn: Steve Beatty 1109 NE 146th Street Vancouver, Washington 98685 DATE: October 3, 2007 INSPECTION TYPE(S): Structural Welding, AWS WCI /ASNT VT, Special Inspection (new inspection, at completion, in progress, continuous, periodic) REMARKS: On this date a PSI representative was at Equipment Round Up, Vancouver, Washington to perform special inspections as requested or required in 'accordance with job specifications, UBC, and applicable codes. At Equipment Round Up fab. shop, Vancouver, WA to perform visual weld inspection per IBC, AWS, AISC code, manufacturer and design specification'requirements. Monitored fit -ups, back gouges and other related in-process welding inspection on beam assemblies mark #'s DBI (2 each), DBIA (I each), #'s — 561 through 9, EB I through 9 (EB4 2 each), column mark #'s — each), C4A, C5 1 each ships ladder and 4 each hand rails. See fab. shop job #EP1201 drawing 07142 -01 S for welding details. Found today's welding activities to conform to AWS D1.1 code visual acceptance criteria. To the best of my knowledge, the work was in accordance with the building department approved design drawings specifications, and applicable workmanship provisions of the UBC. INSPECTOR: R. Rogers, WABO #5101249 PROJECT: Safeworks COMMUNi PERMIT NO.: DEVELOPMENT PROJECT SITE: 365 Upland Drive Seattle, Washington REPORT NO.: 702-70339-1 activities and performed final visual weld tube steel beam mark # . PG I, beam mark Cl, C2, C3 (2 each), C3A (2 each), C4 (2 Respectfi,Ry submitted, Professional Service Industries, Inc. Eric Gessner Construction Services 'JAN 10 2008 RECEIVED 2:337 BUILDING DEPARTMENT EG /AW Re port.' These rest /inspection results relate only to the specific rest lototions noted. PSI is not responsible for o' ' other location or elevation. p may not be reproduced. except in full. without written perm) tsion of PSI. - - -^ .,,o • rim (M2119-1918 CCS Licenseil 116269 /7/ Subject: Engineering • Consulting v Testing January 30, 2008 Attn: Mr. David Little Engineered Products 9883 40 Ave S Seattle, WA 98118 Dear Mr. Little: In accordance with your request and authorization, Professional Service Industries, Inc. (PSI) has performed special testing and inspection services for the above referenced project. The special inspections provided on this project were: /aj b Information ;To Build On Final Letter Special Inspection and Testing 742 -80011 Safeworks 365 Upland Drive Tukwila, Washington Permit No. D07 -351 • Visual Weld /Bolting Inspection • Anchor Bolt Pull Test Inspection To the best of our knowledge, all work listed above that PSI was scheduled on -site to verify, has been found to be in general accordance with the approved plans and specifications, approved changes from the FOR and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 589 -1804. Respectfully submitted, Professional Service Industries, Inc. Angela J. Bonney Project Manager 1ECEIVED FEB 012000 ®WR O�E�t� Professional Service Industries, Inc. • 10025 South Tacoma Way, #H1 • Tacoma, WA 98499 • Phone 253/589 -1804 • Fax 253/589 -2136 Mezzanine for: SAFEWORKS SEATTLE, WA 125 psf Live Load Seismic per 2006 IBC Ss = S1 = Soil Class "D" Use Grp "1" Design Cat "D" Deck: 1 -1/8" T & G Plywood Rated 2-4 -1 2 ft Span FILE COPY Permit N0" Plan rf viet: appr . al b subject to errors aid c" ': :sic" _. 1.rnrc e c :n +r.::th ".1 docurnrnts dx3 Vic v cation c' C.;,y £Jcptc: coda CT o:: r` t.pryavet Fi c, Copy and cond,tion31 arInl ii.r:ia. I, ate: 20 ft Wide 37 ft Long 12 ft Top of Deck ('1 ( 08/23/07 Cs = 140.7 %g 48.1 %g 0.268 Ex 10/28/ D$ RECEIVED CITY OF TUKWILA SEP 12 2007 PERMIT CENTER Po1 3S1 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4474 Longitude = - 122.2561 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.407 Ss, Site Class B 1.0 0.481 S1, Site Class B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4474 Longitude = - 122.2561 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.519 Period Sa (sec) (g) 0.2 1.407 SMs, Site Class D 1.0 0.731 SM1, Site Class D SEISMIC: IBC 2006 LOADING Ss= 140.7 % g S1= 48.1 % g Soil ClaE D Modified Design spectral response parameters Sms= 140.7 % g Sds= 93.8 % g Sml= 73.1 % g Sdl= 48.7 % g Seismic Use Group 1 Seismic Design Category D or D Ie = 1 R = 3.5 R = 3.25 Cs = 0.268 W Cs = 0.289W Using Working Stress Design V = Cs *W /1.4 V = 0.191 W V = 0.206W Cold Formed Channel 08/23/07 Depth 10.000 in Fy = 55 ksi Flange 3.250 in Lip 0.900 in Thickness 0.0750 in JOIST SECTION R 0.1000 in Blank = 17.76 in wt = 4.5 plf A = 1.332 in2 Ix = 20.068 in4 Sx = 4.014 in3 Rx = 3.881 in Iy = 1.840 in4 Sy = 0.781 in3 Ry = 1.175 in a 9.6500 a bar 9.9250 b 2.9000 b bar 3.1750 c 0.7250 c bar 0.8625 u 0.2160 gamma 1.0000 R' 0.1375 lamda 0.8782 p 0.8534 Web w/t 128.6667 Flg w/t 38.6667 x bar 0.8547 m 1.4268 x0 - 2.2815 J 0.0025 x web 0.8922 x lip 2.3578 h/t 131.3333 WEB BENDING 55 ksi @ FLGS k 4 lamda 2.8707 p 0.3217 be 3.104 0 1.721 Ii 0.032 b 2.474967 15% Flange Reduction 53.08 ksi @ WEB 6.250 FT Vx = 0.000 KIPS DEFL = 0.248 IN Mx = 5.078 K -FT = L/ 605 68% Web Reduction 0.258809 LOAD CAPACTTV I eff= 19.526 in4 S eff= 3.713 in3 10.21 k -ft Cap AISC 32. BEAM 0.260 KLF UNIFORM LOAD 12.500 FT SPAN 0.000 K -FT MOMENT COUNTERCLOCKWISE ON LEFT 0.000 K -FT MOMENT CLOCKWISE ON RIGHT R1 = 1.625 KIPS R2 = 1.625 KIPS M3 = 5.078 K -FT @ 6.250 FT 50% Stressed b = 6.250 FT M =0 @ 0.000 FT AND 12.500 FT I = 19.53 IN4 E = 29500 KSI Steel Wide Flange Beams Fy = 50 ksi Dead Span = 19.3 ft 0 Partition Spacing = 12.5 ft OC 5 Deck 2.3 Joists Reduce Live Load? NO 0 Mech Live = 125 psf 0 Sprinkler R = 0 °s 0 Insulation 0 Ceiling Assume Beam wt = Total dead = W 16x26 74% Bending 26 plf 116.9 plf Load Cond w V M Defl I req'd Deft Defl (plf) (kips) (k -ft) (L / ?) (in4) (in) (L / ?) Dead 117 1.1 5.4 180 9.8 0.04 5538 Live 1563 15.1 72.8 360 261.5 0.56 414 Dead +Live 1679 16.2 78.2 240 187.3 0.60 386 2.09 psf I = 301 in4 7.3 Total Seismic: COLUMN: TS8x 8x 0.25 Trib: 12.5 ft x 10 ft Live: 125 psf Dead: 0% Live load reduction Pmax = 16.9 kips 25% Live + Dead R = Cs = W = 3.5 0.268 5.2 kips Use: 0.5in x 8in x 1 bin Plate w/ 6- 0.625 in Diameter Bolts OA) '= 7 Z9 A b4- 10 psf Ht = 11.3333 ft Pcap = 178.90 kips 9% stressed V = Cs * W /1.4 V = 0.99 kips per column M = 5.59 k -ft Mcap = 43.17 k -ft 13% stressed Column Conn: 16 in Deep 1 Connections . gamma 3 M = 201 k -in T = 10.65 k per pair of bolts 5/8 in Diameter Grd 5 Bolts Ab = T cap = 24.54 k per pair of bolts Ft = 43% stressed Plate: FY = 50 ksi M = 6.92 k -in 8 in Wide Plate t req'd = (M *6 /W *Fy)".5 = 0.37 in Thick 0.61 in2 40 ksi 1/5‘ OicigA3 6 Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = w1 /3 Load factor = 1.67 M = 6 in thick slab f'c = s = 6.00 in3 fb = Fb = 5(phi) (f'c''.5) = Bolts Axial Base Plate Design Column Load 16.9 kips Allowable Soil 1500 psf basic Assume Footing Soil Pressure Use ],1 w = Bhear : Beam Punching Base Plate Bending 0% Stress Increase Column Moment 67 k -in Axial 5.2 kip 8 Inch wide column Base Plate 16 inch X 16 inch Anchors @ 1.5 inch from the edge 2 -5/8" dia x 4" Embed Tcap = 3180 lbs Concrete Load at 0.5 " from edge of Base Plate P Arm M 3.021 '14 42.29 5.156 7.5 38.67 8.18 80.97 k -in Concrete Pressure 0.681 ksi Plate Bending 40.2 in square on side 1500 psf "square base plate 10.4 psi 1 = Restrained Base 08/23/07 27.09 k -in Fb = 37.5 ksi t req'd = 0.520 inches 12.12 in 852 # -in 3000 psi 142 psi 178 psi fv = 35 psi Fv = 93 psi fv = 30 psi Fv = 186 psi Use 5/8 " thick 1 = 4.00 in w = 66 psi fb = 8100 psi Fb = 37500 psi 3000 psi Concrete 08/23/07 OK 5b OK 11 OK 11. OK 11 OK 11 95% 83% stressed .6 2.100 ksi Allow 32% stressed ppoer Ave / 1/e 7W15 /,ctc6.,o i el.4�u ', he 0 CewTzve, �.4st o i'&?er/c.4 -6 CP/4-12 / ' CO, ‘4110# Z Z04-0 ZO: ' tc 4- 115 4-olt l,) • r ,44s - gX6X , Nl 44 )(1 •S) /4000 7v5 K cr `/x/7 _ *411 46g 17.4 /z �7.5ge'fir 9Z�� oVic. /� 107 A » duo L'4p,f-AGv Of K Il `/-4L l 4) 9 7e 9 s �r� I�cAp Z 7, ce = 437714 4974w k/ 8 x sit g Aiotea z ," 1_57.6 cz s760 Ve 048.0/g /114' ) /17, = /g/ _ s$z. ,, % 2 Stem Lo'G A- .qm se-Av hip Ph );QA(j) » 7 an0 t 41- ,"-,// (L-017)02,Lz u� 151, v - #0 5 /_9 t 17iA .6 A ov ,.)$), '72 .k Z r° g7 71 g 54 000ar, - 0 1 -7-F .) DAVI r V c4L'C. , r 525$o (4) z # - M z qc` - , ` a z 4E- fit/! 4)c 3 x 3` 6",./a .10344) 4- 4 5 /z-.- , z1 . fr(6479 1 /)4x4 Z 6404 _ Z1047' 4' ■ WK,o0 Ta 5-n44 P(c7 V =X7044y 1 wit/0,1,D . Vc. 44(-7 i au ti to a w /4x0 1/ .4-Vz Yom; /Of ‘C Nr /q(,q,5 %) q z - 14/g x 3/ "W =1 9'' lgt' ,Our/2t66‘22�T 13' 3` 4 2 6(3)/!5 r- /44- 4 z_L-t- V 's.7,1,14- 14z 7'vim. 6Z.c,) /¢ •`t'� " T 1 V: `4L / ' c74 a z t--F Co G /off e Vc r z / < /z.s /¢1L 41 ,4 jo`zerr _ 1 I Client: Project: Location: PLUMP ENGINEERING INC, Building Code: 2006 IBC Plump File No: 070916 By: E.L. Revisions: t. b , • 0 ). ,( ■ 1 :F - A cv 7 IA rT OZNt —6 T ese calculations not valid unless ned and sealed in space above. FILE COPY Permit No. Pier revipw pprova b subject to erre: arrl iirrirova (faurnents i: P violaSor, c.A.) Elt edbitp , 385-1835 Fax (714) 385-1834 Enprove: Fici Cody az.knovic;:;: r STRUCTURAL CALCULATION Allied Modular Building Systems, Inc. Tenant Improvements for Safe Works LLC 365 Upland Drive, Seattle, WA 98188 Plan Check November 1, 2007 ° Noll I 9 2007 Date: November 1, 2007 ' — Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 inc 714- 385 -1835 FAX: 714 -385 -1834 PLUMP ENGINEENINS INC RichardPlump @ Peica.com RESPONSE TO BUILDING DEPARTMENT CORRECTIONS City: Seattle Architect Allied Modular Building Systems, Inc. Project: Safe Works ITEM #: B.D.C. RESPONSE: STRUCTURAL COMMENTS 1. See revised detail 7/D1. Use hilti kwik -bolt TZ. 2. See revised sheet Al, A2 and lab reports attached. 3. See reports attached. 4. See added note 6/D2 5. See revised 2/D2 Date: November 1, 2007 PLUMP Job # 070916 Consulting Engineers in Structural Engineering 914 E. Katella Ave., 2nd Floor Anaheim, CA 92805 RI fp Phone (714) 385 -1835 rim EN6INEENIN6 INC. Fax (714) 385 -1834 Client: Title: File: Date: By: Sheet: 18000 FNAC Consulting Engineers in Structural Engineering 914 E. Katella Ave., 2nd Floor Anaheim, CA 92805 k n ' Phone (714) 385 -1835 rum ENGINEERING INC. Fax (714) 385 -1834 Client: Title: File: By: Date. Sheet: EIOSTNO WALLS 11.1111 1111111111110 INC. LATERAL ANALYSIS: SEISMIC BASE SHEAR IBC2003 Seismic Coefficients: Height = 14 ft Design Base Shear V= 1.2Sds /R(W) = 0.36 W eq. 16-56 (Simplified Base Shear Not Used) Cs= Sds /(RI) = 0.30 eq. 9.5.5.2.1 -1 ASCE 7 Cs= Sd1 /(T(R/I)) = 0.69 eq. 9.5.5.2.1 -2 ASCE 7 (NOT GREATER THAN) Cs= 0.044Sds1 = 0.03 eq. 9.5.5.2.1 -3 ASCE 7 (NOT LESS THAN) Cs= 0.5S1 /(R/I) = 0.04 eq. 9.5.5.2.1-4 ASCE 7 (NOT LESS THAN) V =CsW = 0.30 W eq. 9.5.5.2.1 ASCE 7 Seismic Base Shear DESIGN LOADS DEAD LOAD CEILING LIVE LOAD Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714- 385 -1834 RichardPlump @ Peica.com Fa = 1.40 Sms = Fax Ss = 0.89 I= 1 Fv = 2.00 Sm1 = Fv x S1 = 0.30 R= 2 Ss = 0.64 Sds= 0.67 xSms = 0.60 S1 = 0.15 Sd1= 0.67 xSm1 = 0.20 METAL DECK = 2 PSF JOISTS = 1 PSF T -BAR = 3 PSF INSULATION = 1 PSF MECHANICAL = 1 PSF SPRINKLERS = 0 PSF MISC. = 0 PSF TOTAL DEAD LOAD = 8 PSF CEILING Ct= 0.02 x= 0.75 T= 0.14 sec 10 PSF DUST COVER ONLY Inc MVP 1111111111111C. BUILDING DATA: Weigth of Wall (psf) = Ledger Height (ft) = Parapet Height (ft) = F1 Length of Building = Distance to Resisting Element F2 Length of Building = Distance to Resisting Element F3 Length of Building = Distance to Resisting Element F4 Length of Building = Distance to Resisting Element Lateral Forces for Ceiling Diaphragm PSF F1= Ceiling = Walls = F2= Ceiling = Walls = F3= Ceiling = Walls = F4= Ceiling = Walls = Wind Fx= Seismic Govems in ALL Cases! Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714 - 385 -1835 Fax: 714-385-1834 8x 5x 8x 5x 8x 5x 8x 5x 5x 9.5 FT. 0.5 FT. 35.00 FT. 19.67 19.67 FT. 35.00 0.00 FT. 0.00 0.00 FT. 0.00 FT 35.00 = 10.53 = x 19.67 = 10.53 = x 0.00 = 0.00 = x 0.00 = 0.00 = 5.263158 = 5 PSF F1= F3= x F4= LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE 280.00 PLF 52.63 332.63 PLF 0.30 99.04 PLF /1.4 = 157.36 PLF 52.63 209.99 PLF 0.30 F2= 62.52 PLF /1.4 = 0.00 PLF 0.00 0.00 PLF 0.30 0.00 PLF /1.4 = 0.00 PLF 0.00 0.00 PLF 0.30 0.00 PLF /1.4 = 26.31579 PLF 70.74 ASD 44.66 ASD 0.00 ASD 0.00 ASD Inc MI? EICINEEIIMi 11C. Shear Along Lines Total Shear Along Grid Lines Per Level Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714 - 385 -1834 Line 1 Fl 70.74 PLF x 19.67 / 2 = 695.7244 lb. Line 2 Fl 70.74 PLF x 19.67 / 2 = 695.7244 lb. Line A F2 44.66 PLF x 35.00 / 2 = 781.5187 lb. Line B F2 44.66 PLF x 35.00 / 2 = 781.5187 lb. ROMP MIMING INC. Shearwalls Line 1 Wall Length L = 16ft Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714- 385 -1834 Shear Along this Line = 695.72 Wall Shear v 695.72 / 16 = 43.48 PLF < 159 PLF Line A Wall Length L = 18.67+ 0+ 0+ 0= 18.7 ft. Shear Along this Line = 781.52 Wall Shear v 781.52 / 18.7 = 41.86 PLF < 159 PLF Allowable Shear per Ramtech Laboratories, Inc. dated January 26, 2000 F.S. Vallowable = 397.00 / 2.50 = 159 PLF Allowable Shear per Terrapin Testing, Inc. dated June 14, 2004 F.S. Vallowable = 1526.00 / 2.50 = 610 PLF !MC /MP I1111IIIIIC INC. Raceway Post Raceway = 4" E = 10100 ksi Materail = Alum 6063 -T6 Beam Fy = 35 ksi Area = 0.727 in ^2 Ix = 0.912 in ^4 ly = 1.346 in ^4 Sx = 0.506 in ^3 Sy = 0.625 in ^3 rx = 1.12 in ry = 1.36 in Length = 9 ft. Kx = 1 Ky = 1 Lx =L'12 = 108 in KxLx/rx= 96.4 Ly = 24 in KyLy /ry= 17.6 Allowable Stress Fa= lr^2 *E/(KUR) ^2= 10.72 ksi Fb= Fy/1.95= 17.95 ksi Actual Stress Point Load Ceiling: Floor Total Point Load Dead Load = Live Load = Dead Load = Live Load = Dead Load = Live Load = Total Load = fa(total)= 1.85 ksi fa(dead)= 0.66 ksi Bending Lateral w= M= fb= Combined Stress Ratio fa/Fa +fb /Fb = fa(total)/Fa = Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714-385-1834 5 psf x 20.00 x 3.89 ksi 0.06 + 0.172 <1.0 8 x 18.67 x 10 x 18.67 x 11664.00 / O x 8x 4= Ox 8x 4= 597.44 + 0 = 597.4 Ib. 746.8 + 0 = 746.8 Ib. 4 = 20.00 plf 0.22 = 0.28 <1.33 1344 Ib. 8.00 = 2.43 k-in. 4 = 597.4 Ib. 4 = 746.8 Ib. 0 Ib. 0 Ib. qz Inc IMP 11011111111 11C. LATERAL ANALYSIS: DETERMINE ELEMENTS OF STRUCTURE - WALLS FORMULAS Fa = 1.40 Ss = 0.64 Sms = Fax Ss = 0.89 Sds= 0.67 xSms = 0.60 Ip= 1 Rp= 2.5 ap= 1 SEISMIC LOADS SEISMIC LOADS z= r= z= r= 0 10 Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714 - 385 -1835 Fax: 714 - 385 -1834 Fa = 1.40 Ss = 0.64 Fo(max)= 1.6Sds ID WD = 0.95 Wp MAX. 0.4aoSdsIo(1 +2z/r)/RD We = 0.10 Wp NOT LESS THAN fD(min)= 0.3SdsID WD= 0.18 W NOT LESS THAN ACTUAL DESIGN SEISMIC COEF. 0.18 W Sms = Fax Ss = 0.89 Sds= 0.67 xSms = 0.60 Ip= 1 Rp= 2.5 ap= 1 10 10 FD(max)= 1.6Sds ID WD = 0.4aoSdslo(1 +2z/r)/RD WD = fo(min)= 0.3SdsIo WD= ACTUAL DESIGN SEISMIC COEF. • P = 6.36 Horiz. Wind Govems 0.95 Wp MAX. 0.29 Wp NOT LESS THAN 0.18 W NOT LESS THAN 0.29 W Averaqe Force over ttie Helgth of the Wall Fp= 0.232 W 0.166 W ASD Fp= 0.166 x 5 = 0.83 PSF 5 PSF (INSIDE OF STRUCTURE) Allowable Lateral per Terrapin Testing, Inc. dated June 14, 2004 F.S. Pallowable = 319.00 / 4.00 = 80 PSF PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -351 DATE: 11 -13 -07 PROJECT NAME: SAFEWORKS SITE ADDRESS: 365 UPLAND DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTME TS: t B ild'ug ' i ision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Fire Prevention Structural Review Required Planning Division Structural ❑ Permit Coordinator Incomplete [i] DUE DATE: 11-15-07 Not Applicable Comments: w Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -13 -07 Approved ❑ Approved with Conditions 1i Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 351 DATE: 10 -26 -07 PROJECT NAME: SAFEWORKS SITE ADDRESS: 365 UPLAND DR Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: (111/011 Bon in 4 fbn E1 Fire Prevention Af 1111 Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 10-30-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved with Conditions❑ ❑ No further Review Required DATE: REVIEWER'S INITIALS: DATE: Planning Division n DUE DATE: 11-27-07 Not Approved (attach comments) Permit Center Use Only -�J I CORRECTION LETTER MAILED: I 1 1"2-Y" Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -351 DATE: 09 -12 -07 PROJECT NAME: SAFEWORKS SITE ADDRESS: 365 UPLAND DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DE ART ENTS: BAIL ivls 8ii Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required till JWu lo• • °� Fi re Prevention Public Works Structural d e, 11 .4-01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n DUE DATE: 09-1 3-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Approved with Conditions El No further Review Required DATE: DUE DATE: 10 -11 -07 Not Approved (attach comments) DATE: Plan " Division Permit Coordinator n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 'vrieN Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: / i /3 U ? Plan Check/Permit Number: 907 ❑ Response to Incomplete Letter # Er Response to Correction Letter # ❑ Revision # after Permit is Issued frl Revision requested by a City Building Inspector or Plans Examiner Project Name: S- .4Gu,n r(S Project Address: 36s up ice „ l < Nil - c.. 1‘,1 z 1 ( / ci u,54 Contact Person: � utc Li/tic Phone Number: ( &) 3 330 (p Summary of Revision: �. 2oo th. 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 S tire- Co ot4,/_ MC2ZG41 t S v r'C TAU J- � J Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUJKWILA NOV 13 20011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Et in Permits Plus on 1 1 - \applications\fomu- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /3 ❑ 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: �+� �.�-� /� S Project Address: ,36 (� � [r,, t lJ,�, Contact Person: Gi ti1, Phone Number: 206 4 33e(a Summary of Revision: Date: 1 Ll r.c.(/ c Sk, -1> (Rsnyln � LA- n� i et 2.-7c.- w �.0 ctj r c� /y �� (()✓A- L cvt?,C �1 � n.(,/� Cwir u� frup7Zl.✓t 3 , / i lt ZZc -vt, ,• ! o /Wit ( f (i/t .t‘ k- lS ?",1036. et r rs -- Sheet Number(s): City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Plan Check/Permit Number: PCB 7 — 3S I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\fomu- applications on linc\revision submittal Created: 8 -13 -2004 Revised: OCT 26 1007 Reid iddleton November 14, 2007 File No. 262007.005/01802 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Safeworks (D07 -351) Dear Mr. Benedicto: ieww We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Structural special inspections by qualified special inspectors should be provided. The following is a summary: 1. Installation of concrete expansion and adhesive anchors: Continuous. 2. Fabrication and erection of structural steel: Periodic. 3. Structural welding of structural steel for single -pass fillet welds (maximum 5/16- inch): Periodic. 4. High - strength bolting of structural steel other than slip - critical: Periodic. 5. Wood structural panel diaphragm: Periodic. Enclosed are three sets of the revised drawings, structural calculations, and correspondence from the engineers for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. P hp Brazil, P.E., S.E. nior Engineer Enclosures David Little, Engineered Products (by e-mail) Ben Riehl, Curry-Riehl and Associates (by e -mail) Richard Plump, Plump Engineering (by e-mail) Brenda Holt, City of Tukwila (by e-mail) dop:\ doc\ 26\ planrevw \tukwila \07 \t018r2.doc \prb cc: Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 -2'701 . 1 yi 1� /09 7• lS cz , ? A f'4 (" j) d 1 z Sait Z X o /o ff fi c-Z • ray seaV rr/ ,.rr�'2/of zs% ('a) 25 r'O e1 _a g5 (q 5/ S •� aa/ '75 >, ?Lod o' 92 — ' -1 - 5.-94a, cz /A . ert4v Z10 d7o/bZ s o/ a - L r>-/ 5 —f2;5 S S.-/-5 /We is v� /t7 - tq C m,0 rr0 4<-7 Vr7Z � 6c - ry oS Go --6 -o/ 3(Y A/ - 2021 a -S®OLO) 1 /sz /4I siu 1 t art . Plump*,ngineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 714- 385 -1835 FAX: 714 -385 -1834 [IC RichardPhunp (cu Peica.com PLUMP PN6IN FT.IIN9 IN: RESPONSE TO BUILDING DEPARTMENT CORRECTIONS City: Seattle Architect Allied Modular Building Systems. Inc. Project: Safe Works ITEM #: B.D.C. RESPONSE: STRUCTURAL COMMENTS 1. See revised detail 7/D1. Use hilti kwik -bolt TZ. 2. See revised sheet Al, A2 and lab reports attached. 3. See reports attached. 4. See added note 6/D2 5. See revised 2/D2 Date: November 1, 2007 PLUMP Job # 070916 November 2, 2007 David Little 9883 40` Ave S Seattle WA 98118 Dear Mr. Little, afterall encl File No. D07 -351 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D07 -351 Safeworks — 365 Upland Dr This letter is to inform you of corrections that must be addressed before your development permit(s) 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 memo. 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 throuj'h the mail or by a messenzer service. P:\Pemtit Center\Correction Letters\2007D07 -351 Correction Ur #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 01, 2007 Project Name: Safeworks Permit #: D07 -351 Plan Review: Men 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. Identify emergency lit paths leading to both exits all the way from the farthest point of the mezzanine. Identify emergency lighting and exit signs on the plan. Identify actual location of signs and emergency lighting. (IBC SECTION 1006 & 1014.3) 2. Common path of travel to an exit access pathway shall not exceed 100 feet or another stairway would be required. The mezzanine does not exceed the travel distance to the access pathway. However the area limitations exceed the required 1/3 for that space. Remove the demising wall so mezzanine shall comply with area limitations. (IBC 505, 505.2, 505.3 & 1002 (Definitions) Common Path of Egress Travel) Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. October 18, 2007 David Little 9883 40 Ave S Seattle WA 98118 Dear Mr. Little, Bill Rambo Permit Technician encl File No. D07 -351 City of Tukwlla Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -351 Safeworks — 365 Upland Dr This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have question regarding the attached memo. 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. Sincerely, R•aA J P:\Pern it Center\Correction Letters V007007-351 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 19, 2007 Project Name: Safeworks Permit #: D07 -351 Plan Review: Alien 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. It appears that a room shall be constructed under the new mezzanine. Provide plans that dearly show where the room is to be constructed under that mezzanine. In addition, identify where doors and pathways lead to an exit including an exit path leading from the mezzanines. 2. Provide the combined square footage for the mezzanines and the square footage of the room In which the mezzanines are constructed. (IBC 505.2) 3. The plan shows an existing mezzanine adjacent to the proposed mezzanine. Please provide additional detail to Identify how or if those mezzanines are connected. In addition provide additional details for stairs leading to the mezzanines to identify means of egress. (IBC 505.3) 4. Identify the purpose of the room or what it shall contain including the new mezzanine. 5. Provide notes or required method of fire suppression system for the room and mezzanine. (IBC [f] 505.5.2 & Section 903.3) 6. As of July 1 2007 City of Tukwila requires all plan designs with notes to comply with the new adopted 2006 International Building codes. Please review plan sheets and revise plan notes to show plans shall comply with the current 2006 Building codes. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431-3670. No further comments at this time. (P:Joanna/Comments 1 D07 -351 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 21, 2007 PROJECT: Safeworks REVIEW #: 1 PERMIT NO: D07 -351 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross- connection control program to protect the public water system from contamination via cross - connection. The City has determined that the Wells Fargo building has deficiencies on domestic, fire prevention and landscape irrigation lines. a) Domestic Water Service A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public works strongly recommends a power supply for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, location/size of existing permanent water meter and proposed RPPA location. Specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. a) Fire. Prevention The annual test reports for 8" and 0.75" fire Detector Double Check Valve Assembly (DCVA) are due in September 2007. Please have the device tested and submit passing test reports to Public Works. c) Landscape Irrigation The existing Reduced Vacuum Breaker Assembly (RVBA) shall be replaced with a WA State Department of Health Double Check Valve Assembly. I have enclosed Development Bulletin C5, which spells out design and installation requirements for cross connection control and Bulletins Al and A2 to help you. Please note that a separate letter was mailed to the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for item la) and backflow test reports for items lb) and lc) or a bond for 150% of the design and installation cost of subject device and testing of all backflows, together with a letter stating the installation by a certain date. September 21, 2007 Slaw' Safeworks Properties LLC 163941 365 Upland Drive Tukwila, WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director RE: Safeworks Tenant Improvement 365 Upland Drive, Tukwila WA Permit No. D07 -351 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code, including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on the domestic water, fire prevention, and landscape irrigation lines. a) Domestic Water A Reduced Pressure Pressure Principle Assembly (RPPA) previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply be provided for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, and location/size of existing permanent water meter and proposed RPPA. Show manufacturer name and backflow model number. Submit RPPA cut sheet. b) Fire Prevention The annual test reports for 8" and 0.75" Fire Double Check Valve assembly are due in September. Please have the backflow tested by a certified tester and submit passing results to Public Works. c) Landscape Irrigation The existing Pressure Vacuum Breaker Assembly (PVBA) shall be removed and replaced with a Double Check Valve Assembly (DCVA). Please have the backflow tested and submit passing test results to Public Works ASAP. Safeworks Properties LLC 163941 Page 2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 September 21, 2007 I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. A separate letter was mailed to the property owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for RPPA installation and passing backflow test results for items la) and lb) or a bond in the amount equal to 150% of the design and installation of RPPA, including backflow testing, together with a letter stating the installation by a certain date. Installation must be done under a separate Public Works permit or revision to this permit. Submit installation plans consisting of a schematic that clearly shows the location of the proposed RPPA and domestic water meter in relationship to the property line(s) and the building, size of existing water meter, connection to the water main, and service to the property together with a construction cost estimate to the Permit Center. Backflow installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for RPPA installation and backflow testing) when the application is submitted. An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. If you opt to bond for the installation and testing, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date, no later than 6 months. I have enclosed Public Works Bulletins Al and A2 to help you. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441, or Jim Morrow, Public Works Director, at (206) 433 -7161, if you have any questions. Sincerely, J.4 na Spencer De elopment Engineer JS:lw enclosures: Public Works Bulletins Al, A2, A9, and C5 Permit Application (P:Laurie Admin/Joanna/Safeworks 092107) Reid iddleton October 16, 2007 File No. 262007.005/01801 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Safeworks (D07 -351) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer (mezzanine) and modular office engineer respond and resubmit two sets of the revised drawings and one copy of the supplemental calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Structural - Modular Office i' frth 10/17l" 1. The reference to Hilti Kwik -Bolt 3 concrete anchors at Detail 7/D1 should be deleted. The ICC -ES evaluation report qualifying its use has been canceled. We recommend specifying Hilti Kwik -Bolt TZ (ESR -1917) or Simpson Strong -Bolt (ESR - 1771). See www.icc- es.org for further information. 2. The calculations determine required and reference allowable shear values for shear walls at Grids 1 and A. The drawings, however, do not specify a design for the shear walls. It appears modular walls are intended for shear resistance but data establishing their shear resistance were not provided for review. The drawings should be revised by providing a design for the shear walls or data sufficient to verify their shear resistance should be submitted for review. 3. The calculations reference tests by Ramtech Laboratories and Terrapin Testing for the shear resistance values of the shear walls but test data was not provided for review. Reports of the referenced tests should be submitted for review. C, w p 1002 LT 130 a3AI3a3 Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila October 16, 2007 File No. 262007.005/01801 Page 2 4. A heavy -duty suspended ceiling support system should be specified at Detail 6/D2. Support systems other than heavy -duty are not permitted in buildings assigned to Seismic Design Categories D -F. See IBC Section 1613.1 and Section 13.5.6.2.2(a) of ASCE 7 -05. 5. Detail 2/D2 should be revised by specifying the widths of the perimeter supporting closure (wall) angles, connections of the ceiling grid to the angles and clearances from the ceiling grid to the wall. The minimum width of the angle is required to be 2 inches. One end of the ceiling grid in each orthogonal direction is required to be connected to the angle. The opposite ends of the ceiling grid are required to rest upon and be free to slide on the angles and be located at least 3/4 -inch clear of the walls. See IBC Section 1613.1 and Section 13.5.6.2.2(b) of ASCE 7 -05. Structural - Mezzanine 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Installation of concrete expansion and adhesive anchors: Continuous, see also Section 1704.13. b. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. c. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 - inch): Periodic, see also Section 1704.3. d. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. e. Wood structural panel diaphragm: Periodic, see also Section 1707.3. 2. The earthquake load design data on Sheet S1 should be revised by also specifying the occupancy category, design spectral response accelerations (SDS and SDO), seismic - force- resisting system, design base shear, seismic response coefficient (Cs) and response modification factor (R). See IBC Section 1603.1.5. 3. The fastening of the 1 -1/8 inch plywood floor sheathing specified at Note #5, Sheet S1, does not appear structurally adequate. Typically fastener spacing of 6 inches o.c. at supported edges is required. Substantiating data should be submitted verifying structural adequacy. See IBC Section 2306.3.1. 4. A response modification (R) factor of 3.5 is assumed in the calculations. Given the approach to the design of the seismic - force - resisting system in the calculations, an R factor of 3.5 does not appear structurally adequate. The system factors for seismic- Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila October 16, 2007 File No. 262007.005/01801 Page 3 force - resisting systems in Table 12.2 -1 of ASCE 7 -05 should be reviewed and the type of seismic - force - resisting system should be specified on the drawings (also noted above) to enable review. It appears a cantilevered column system is assumed. 5. The calculations consider the design of the steel base plates and anchorage at the steel columns but the drawings do not appear to provide a design for their construction. Details should be added to the drawings to enable review. 6. The calculations assume the steel base plates have a specified minimum yield stress (F of 50 ksi but the drawings do not appear to document this except for a reference to "connection plates" on Sheet S1. A note should be added to the drawings. See Section A4 AISC 360 -05 and Section A3 of Code of Standard Practice (AISC 303 -05). 7. The calculations report a tensile capacity of 3.18 kips for the concrete anchors at the steel base plates (page 6) but the analytical procedure to determine their capacity is not provided. Substantiating data verifying structural adequacy should be submitted for review. See IBC Section 1912.1 and Appendix D of ACI 318 -05. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid iddleton, Inc. & . Ph', p Brazil, P.E., S.E. Senior Engineer David Little, Engineered Products (by e-mail) Ben Riehl, Curry-Riehl and Associates (by e-mail) Richard Plump, Plump Engineering (by e -mail) Brenda Holt, City of Tukwila (by e-mail) dop:\ doc\ 26\ planrevw \tukwila \07 \t018r1.doc \prb cc: Reid iddleton September 25, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Safeworks — D07 -351 365 Upland Dr Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact Brenda Holt at (206)431 -3672. Sincerely, arshall Permit echnician encl xc: Permit File No. D07 -351 Oaf City of Tukwila Department of Community Development Steve Lancaster, Director P:\Pennit CenterkStructural Review\D07 -351 Structural Review.DOC bb Steven M. Mullet, Mayor Page 1 of 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 License Information License ENGINPC931CO Licensee Name ENGINEERED PRODUCTS, A PAPE CO Licensee Type CONSTRUCTION CONTRACTOR UBI 602684203 Ind. Ins. Account Id PRESIDENT Business Type CORPORATION Address 1 18271 ANDOVER PK W Address 2 City SEATTLE County KING State WA Zip 981884706 Phone 2063943300 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/20 /2007 Expiration Date 2/20 /2009 Suspend Date Separation Date Parent Company Previous License ENGINPI013JK Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CT CORP SYSTEMS AGENT 02/20/2007 SALMAN, DAVID E PRESIDENT 02/16/2007 RIECKE, ROBERT J SECRETARY 02/16/2007 SAYLOR, THOMAS H TREASURER 02/16/2007 HOLLINGSHEAD, DANNY W VICE PRESIDENT 02/16/2008 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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. 1 Bond Information https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ENGINPC931 CO 11/26/2007 . �. V 1 %., 1 •...." 1 • V ( 11/2/07 PEI PLAN CHECK A\ D.O.A. PROJECT # : DATE: 11 -6 -07 A\ DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 A CLASSIFIED L Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: COVER SHEET A\ i A APPROVALS: � PR D. A. pi N C" 0 IA si 34218 �� 1 cc /ST _%.`" \ 4' / s %NA L " \'G EXPIRES 03 -19 -08 11 -6 -07 PLU MP ENGINEERING INC. s � _ " T CONSUL ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385 -1835, FAX (714) 385 -1834 ABBREVIATIONS A.F.F. ALUM. AMP. BD. BLD'G BLK'G BOT. CAB. CLG. C CLR. COL. CONC. CONT. CONTR. DED. DET. D.F. DIA. DIAG. DIM. DN. DWG. DWR. EA. ELECT. ELEV. EQ. EXT. (E) EXIST'S F.D. F.E.C. F.H.C. FIN. FIXT. FLOUR. F.O.C. F.O.X. F.O.W. F.S. FURR. FURN. GA. GD. GYP. H. H.C. HDWR. H.M. HOR. HR. HT. HVAC INSUL. INT. JAN. J -BOX LAM. LAM. PLAS. LAV. ABOVE FINISH FLOOR ALUMINUM AMPERE AT BOARD BUILDING BLOCKING BOTTOM CABINET CEILING CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS CONTRACTOR DEDICATED DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DOWN DRAWING DRAWER EACH ELECTRICAL ELEVATION EQUAL EXTERIOR EXISTING FLOOR DRAIN FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FIXTURE FLUORESCENT FACE OF COLUMN FACE OF STUD FACE OF WALL FLOOR SINK FURRING FURNISH (ED) FURNITURE GAUGE GLASS GYPSUM BOARD HIGH HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING, VENTILATION, AIR CONDITIONING INSULATION INTERIOR JANITOR JUNCTION BOX LAMINATE LAMINATED PLASTIC LAVATORY L.H. LT. MAINT. MAT. MAX MECH. MET. MFR. MIN. MISC. MTD. MUL. NO. N.I.C. N.T.S 0/ O.C. OFF. PLAS. LAM. PL. PLUMB. PLYWD. PR. PTN. RAD. REF, REFR. REQ'D R.H. RM. R.O. SCHED. S.C. SECT. S.F. SHT. SIM. SPEC. S.S. STL. STOR. STRUCT. SUSP. SYM. TELE. TEMP. THK. T.O.W. TYP. U.L. U.N.O. V. V.C.T. VERT. VEST. V.I.F. W/ WC W.C. W.H. W.P. W.R. LEFT HAND LIGHT MAINTENANCE MATERIAL MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED MULLION NUMBER NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OFFICE PLASTIC LAMINATE PLATE PLUMBING PLYWOOD PAIR PARTITION RADIUS REFERENCE REFRIGERATOR REQUIRED RIGHT HAND ROOM ROUGH OPENING SCHEDULE SOLID CORE SECTION SQUARE FEET SHEET SIMILAR SPECIFICATION STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TELEPHONE TEMPERED THICK TOP OF WALL TYPICAL UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VOLT VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD WITH WALL COVERING WATER CLOSET WATER HEATER WATER PROOF WATER RESISTANT TENANT IMPROVEMENTS FOR: 3 DRAWING SYMBOLS 12 ROOM XX \W NORTH WINDOW CALLOUT (LETTERED) KEYNOTE CALLOUT (NUMBERED) REVISION CALLOUT (NUMBERED) GRID DESIGNATIONS (HORIZONTAL- NUMBERED VERTICAL LETTERED SHEAR WALL CALLOUT (NUMBERED) ROOM CALLOUT (ROOM NAME/ROOM NUMBER) INTERIOR ELEVATION CALLOUT B (ELEVATION VIEW LETTER, ELEVATION NUMBER/SHEET NUMBER) DETAIL CALLOUT (DETAIL NUMBER/SHEET NUMBER) ELEVATION /SECTION CALLOUT (ELEVATION /SECTION NUMBER/SHEET NUMBER) NORTH ARROW L 5 UPLAND DRIVE SEATTLE, WA 98188 CONSULTING FIRMS OWNER REPRESENTATIVE SAFE WORKS LLC 365 UPLAND DRIVE SEATTLE, WA 98188 DESIGNER ALLIED MODULAR BUILDING SYSTEMS, INC. 642 W. NICOLAS AVE. ORANGE, CA 92868 PH: 714 - 516 -1188 FAX: 714 - 516 -1190 CONTACT: BARRY SIM STRUCTURAL PLUMP ENGINEERING, INC. 914 E KATELLA AVE, 2ND FLOOR ANAHEIM, CA 92805 PH.: (714)385 -1835 FAX: (714)385 -1834 CONTACT: RICHARD PLUMP DESIGN / BUILD FIRE LIFE SAFETY SYSTEM CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM VENDOR A.D.A. STROBES, A.D.A. HORN STROBES, MANUAL PULL STATIONS, ETC. FIRE SPRINKLER SYSTEM FIRE SPRINKLER SUBCONTRACTOR SHALL COORDINATE ALL SPRINKLER HEADS WITH ARCHITECTURAL AND MECHANICAL PLANS, PREPARE PLANS REFLECTING SPRINKLER SYSTEM THAT CONFORMS TO ALL APPLICABLE CODES AND SHALL SUBMIT PLANS TO GOVERNING AGENCIES FOR PLAN CHECK APPROVAL PRIOR TO COMMENCEMENT OF WORK VICINITY MAP FILE . ••PY Permit No. P l a n rev w approval is WW1 to mom and one. Approval of oonsbul dondocumentsdoes notes the violation of any adopted code arm. React of approved end acloonledge Der:, ' f 7 4 4 7 aty ot Tukvrila BUILDING DIVISION INDEX OF DRAWINGS ARCHITECTURAL GN 51 Al A2 A3 D1 D2 ELECTRICAL El RECEPT LIGHTING PANEL S STRUCTURAL NOTES: COVER SHEET GENERAL NOTES SITE PLAN FLOOR PLAN REFLECTED CEILING PLAN / ROOF PLAN ELEVATIONS & DETAIL DETAILS CEILING DETAILS LAN 8 3' ) "J REID MI Curie Review 1) DESIGN PER REQUIRME 2) ROOF DL = 8 PSF, ROOF LL = 10 PSF PLAN REVIEWED HgP >I eves FevIe�red fur general conformance irkh the f 4iinvIng. as amended by t tr jurisdiction: . Wafture* Prorichms of the Intt:rna$o ial Blinding Code ❑ Non - structural Pivasions of the latwnwtbtta! Building Cole ❑ Other: 1 project applicant is revocable for conformities, rill` an apptiartis +0a4 con4Stions "!' approval. antl permit requirements sohjed b ton tomoirrageata sr/ boorpertations of the sovurrring authority. This review dome sot ratkw the MAitata rot $ iime, of Record of ,tx re ponsiM7ity for • complete drip is noccodomot aim ma kw t the grooming iuricdicti n and the o f _ Jurisdktiote J—'c4 r tt O N . •aarbaat r PROJECT INFORMATION PROJECT SCOPE REVISIONS No changes shall be made to the scope of work without prior apprnvnl ()f Tukwila Building Divisif NOTE: Revisions will require a new plan submittal and may include additional plan review tees. ADDITION OF PREFABRICATED MODULAR BUILDING IN EXISTING BUILDING BUILDING INFORMATION CONSTRUCTION TYPE: T/I OCCUPANCY LOAD(S): 171 OCCUPANCY(S): T/I AREA: FIRE SPRINKLERS: CODE: V-N 7 B 688 SQ. FT. FULLY SPRINKLED 2003 I.B.C. SEPARATE PERMIT REQUIRED FOR: [Mechanical I' Electrical rj Plumbing tiGas Piping City of Tukwila BulLmNG DIVA 0 co to vo7 M (SEcF , N .t eLZ 9Z ��' NOTE: THIS PROJECT SHALL CONFORM TO THE 1997 EDITION OF THE U.F.C., U.M.C., U.P.C., CITY AND COUNTY LAWS AND REGULATIONS t2bl- 351 REVISION CALLOUT (NUMBERED) E EE¢INA INC. PLUMP JOB NO.: z DRAWN BY: CHK DRAWING NUMBER: CHECKED BY: R.P. SCALE: D.O.A. PROJECT # : DATE: 11 -6 -07 AMBS JOB #: 1577- D- EN0001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED L Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: COVER SHEET ISHEET NO. ...... i ABBREVIATIONS A.F.F. ALUM. AMP. BD. BLD'G BLK'G BOT. CAB. CLG. C CLR. COL. CONC. CONT. CONTR. DED. DET. D.F. DIA. DIAG. DIM. DN. DWG. DWR. EA. ELECT. ELEV. EQ. EXT. (E) EXIST'S F.D. F.E.C. F.H.C. FIN. FIXT. FLOUR. F.O.C. F.O.X. F.O.W. F.S. FURR. FURN. GA. GD. GYP. H. H.C. HDWR. H.M. HOR. HR. HT. HVAC INSUL. INT. JAN. J -BOX LAM. LAM. PLAS. LAV. ABOVE FINISH FLOOR ALUMINUM AMPERE AT BOARD BUILDING BLOCKING BOTTOM CABINET CEILING CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS CONTRACTOR DEDICATED DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DOWN DRAWING DRAWER EACH ELECTRICAL ELEVATION EQUAL EXTERIOR EXISTING FLOOR DRAIN FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FIXTURE FLUORESCENT FACE OF COLUMN FACE OF STUD FACE OF WALL FLOOR SINK FURRING FURNISH (ED) FURNITURE GAUGE GLASS GYPSUM BOARD HIGH HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING, VENTILATION, AIR CONDITIONING INSULATION INTERIOR JANITOR JUNCTION BOX LAMINATE LAMINATED PLASTIC LAVATORY L.H. LT. MAINT. MAT. MAX MECH. MET. MFR. MIN. MISC. MTD. MUL. NO. N.I.C. N.T.S 0/ O.C. OFF. PLAS. LAM. PL. PLUMB. PLYWD. PR. PTN. RAD. REF, REFR. REQ'D R.H. RM. R.O. SCHED. S.C. SECT. S.F. SHT. SIM. SPEC. S.S. STL. STOR. STRUCT. SUSP. SYM. TELE. TEMP. THK. T.O.W. TYP. U.L. U.N.O. V. V.C.T. VERT. VEST. V.I.F. W/ WC W.C. W.H. W.P. W.R. LEFT HAND LIGHT MAINTENANCE MATERIAL MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED MULLION NUMBER NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OFFICE PLASTIC LAMINATE PLATE PLUMBING PLYWOOD PAIR PARTITION RADIUS REFERENCE REFRIGERATOR REQUIRED RIGHT HAND ROOM ROUGH OPENING SCHEDULE SOLID CORE SECTION SQUARE FEET SHEET SIMILAR SPECIFICATION STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TELEPHONE TEMPERED THICK TOP OF WALL TYPICAL UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VOLT VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD WITH WALL COVERING WATER CLOSET WATER HEATER WATER PROOF WATER RESISTANT TENANT IMPROVEMENTS FOR: 3 DRAWING SYMBOLS 12 ROOM XX \W NORTH WINDOW CALLOUT (LETTERED) KEYNOTE CALLOUT (NUMBERED) REVISION CALLOUT (NUMBERED) GRID DESIGNATIONS (HORIZONTAL- NUMBERED VERTICAL LETTERED SHEAR WALL CALLOUT (NUMBERED) ROOM CALLOUT (ROOM NAME/ROOM NUMBER) INTERIOR ELEVATION CALLOUT B (ELEVATION VIEW LETTER, ELEVATION NUMBER/SHEET NUMBER) DETAIL CALLOUT (DETAIL NUMBER/SHEET NUMBER) ELEVATION /SECTION CALLOUT (ELEVATION /SECTION NUMBER/SHEET NUMBER) NORTH ARROW L 5 UPLAND DRIVE SEATTLE, WA 98188 CONSULTING FIRMS OWNER REPRESENTATIVE SAFE WORKS LLC 365 UPLAND DRIVE SEATTLE, WA 98188 DESIGNER ALLIED MODULAR BUILDING SYSTEMS, INC. 642 W. NICOLAS AVE. ORANGE, CA 92868 PH: 714 - 516 -1188 FAX: 714 - 516 -1190 CONTACT: BARRY SIM STRUCTURAL PLUMP ENGINEERING, INC. 914 E KATELLA AVE, 2ND FLOOR ANAHEIM, CA 92805 PH.: (714)385 -1835 FAX: (714)385 -1834 CONTACT: RICHARD PLUMP DESIGN / BUILD FIRE LIFE SAFETY SYSTEM CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM VENDOR A.D.A. STROBES, A.D.A. HORN STROBES, MANUAL PULL STATIONS, ETC. FIRE SPRINKLER SYSTEM FIRE SPRINKLER SUBCONTRACTOR SHALL COORDINATE ALL SPRINKLER HEADS WITH ARCHITECTURAL AND MECHANICAL PLANS, PREPARE PLANS REFLECTING SPRINKLER SYSTEM THAT CONFORMS TO ALL APPLICABLE CODES AND SHALL SUBMIT PLANS TO GOVERNING AGENCIES FOR PLAN CHECK APPROVAL PRIOR TO COMMENCEMENT OF WORK VICINITY MAP FILE . ••PY Permit No. P l a n rev w approval is WW1 to mom and one. Approval of oonsbul dondocumentsdoes notes the violation of any adopted code arm. React of approved end acloonledge Der:, ' f 7 4 4 7 aty ot Tukvrila BUILDING DIVISION INDEX OF DRAWINGS ARCHITECTURAL GN 51 Al A2 A3 D1 D2 ELECTRICAL El RECEPT LIGHTING PANEL S STRUCTURAL NOTES: COVER SHEET GENERAL NOTES SITE PLAN FLOOR PLAN REFLECTED CEILING PLAN / ROOF PLAN ELEVATIONS & DETAIL DETAILS CEILING DETAILS LAN 8 3' ) "J REID MI Curie Review 1) DESIGN PER REQUIRME 2) ROOF DL = 8 PSF, ROOF LL = 10 PSF PLAN REVIEWED HgP >I eves FevIe�red fur general conformance irkh the f 4iinvIng. as amended by t tr jurisdiction: . Wafture* Prorichms of the Intt:rna$o ial Blinding Code ❑ Non - structural Pivasions of the latwnwtbtta! Building Cole ❑ Other: 1 project applicant is revocable for conformities, rill` an apptiartis +0a4 con4Stions "!' approval. antl permit requirements sohjed b ton tomoirrageata sr/ boorpertations of the sovurrring authority. This review dome sot ratkw the MAitata rot $ iime, of Record of ,tx re ponsiM7ity for • complete drip is noccodomot aim ma kw t the grooming iuricdicti n and the o f _ Jurisdktiote J—'c4 r tt O N . •aarbaat r PROJECT INFORMATION PROJECT SCOPE REVISIONS No changes shall be made to the scope of work without prior apprnvnl ()f Tukwila Building Divisif NOTE: Revisions will require a new plan submittal and may include additional plan review tees. ADDITION OF PREFABRICATED MODULAR BUILDING IN EXISTING BUILDING BUILDING INFORMATION CONSTRUCTION TYPE: T/I OCCUPANCY LOAD(S): 171 OCCUPANCY(S): T/I AREA: FIRE SPRINKLERS: CODE: V-N 7 B 688 SQ. FT. FULLY SPRINKLED 2003 I.B.C. SEPARATE PERMIT REQUIRED FOR: [Mechanical I' Electrical rj Plumbing tiGas Piping City of Tukwila BulLmNG DIVA 0 co to vo7 M (SEcF , N .t eLZ 9Z ��' NOTE: THIS PROJECT SHALL CONFORM TO THE 1997 EDITION OF THE U.F.C., U.M.C., U.P.C., CITY AND COUNTY LAWS AND REGULATIONS t2bl- 351 REVISION CALLOUT (NUMBERED) E EE¢INA INC. PLUMP JOB NO.: z DRAWN BY: CHK DRAWING NUMBER: 3. Every required exit doorway shall be of a size to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height. When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32 inches. 4. A single leaf of an exit door shall not exceed 4 feet in width. 5. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors such push or pull effort being applied. At right angles to hinged doors and at the center plane of sliding or folding doors. The maximum effort to operate the door may be increased but not to exceed 5 pounds. 6. The bottom 10 inches of all doors except automatic and sliding shall have smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 7. Exits shall be illuminated at any time the building is - -_- occupied with light having intensity of not less than _ L-: 1 -foot candle at floor level. .. ,t-, I 11/2/07 PEI PLAN CHECK DOOR TYPES WINDOW TYPES MODULAR PANEL 4' -0" NET 4' NET A 1, I, 0 .i, -0" 1, -0" 1 , I 3. Every required exit doorway shall be of a size to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height. When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32 inches. 4. A single leaf of an exit door shall not exceed 4 feet in width. 5. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors such push or pull effort being applied. At right angles to hinged doors and at the center plane of sliding or folding doors. The maximum effort to operate the door may be increased but not to exceed 5 pounds. 6. The bottom 10 inches of all doors except automatic and sliding shall have smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 7. Exits shall be illuminated at any time the building is - -_- occupied with light having intensity of not less than _ L-: 1 -foot candle at floor level. .. ,t-, I 1 1 ..: t Y . ^. n. :. DOOR TYPES WINDOW TYPES MODULAR PANEL 4' -0" NET 4' NET 4' NET 1, I, .i, -0" 1, -0" 1 , I cii: co ____‘,. // 13N „Ot ' ..8 v • ' 1 .3v 2" THICK WALL PANEL WITH DOOR AND A.D.A. COMPLIANT LEVER HARDWARE AND OPTIONAL TEMPERED VISION LITE (WINDOW) 2" THICK WALL PANEL WITH WINDOW, 3/16" TEMPERED SAFETY GLASS 2" THICK WALL PANEL DOOR 1 lilTe SOLID PANEL TYP. DOOR SCHEDULE WINDOW SCHEDULE DOOR FRAME REMARKS WINDOW FRAME REMARKS QTY WTH HT THK TYP MAT QTY WTH HT THK TYP MAT MAT 1 3' -O" 6' -8" 9 0 3 4' -0" 3' -4" 3/16" lb ALUM. 13/4" 1 DOOR REFERENCE NOTES WINDOW REFERENCE NOTES 0 CLEAR ANODIZED ALUMINUM Cip SOLID CORE WOOD DOOR 18 ASTRIGAL A SINGLE PANE WINDOW W/ 3/16 TEMPERED GLASS 0 HOLLOW CORE DOOR Q WEATHER STRIPPING Cii) 34" X 10" STAINLESS KICK B DUAL PANE WINDOW W/ 3/16 PLATE TEMPERED GLASS 0 PAINTED a THRESHOLD 20 NORTON DOOR CLOSER #7751 Q TINTED GLASS SOLID CORE DOOR • DOOR STOP • PANIC HARDWARE - PUSH BAR ONE SIDE, KEYED LEVER ON 0 STEEL DOOR cm STANDARD HARDWARE THE OTHER a TIMELY FRAME 6 UNFINISHED STEEL e ADA COMPLIANT GRADE 2 LOCKING LEVER o LOCKING KNOB 16 DOOR CLOSER pi DIMOND SHAPE WIRE MESH ' IF / _ {:. 1 Ceiling Notes 1. All hanged wire shall be #12 gauge at 4' -0" 0.0. each direction (except at light fixtures. See ceiling notes #2 and #3 below.) 2. At all light fixtures (not shown) provide main "T" runners or cross runners with simple span value of 28.0 pounds per lineal foot, and wire hangers at 4' -0" 0.C. each side of each fixture run. See electrical drawings and reflected ceiling plans for location and directions of fixtures. 3. Suspension system shall be as indicated in reflected ceiling plan. Fixtures shall be independently supported at opposite corners. 4. Lateral supports to be provided by four wires of minimum #12 gauge splayed in four directions 90 degrees apart and connected to the main runner, within 2 inches of the cross runner and to the structure above or to partitions walls or to bracing at an angle not exceeding 45 degrees from the plane of the ceiling support points shall be placed 12 feet 0.0. in each direction with the first point within 4'-0" from each wall. 5. The terminal ends of each cross runner and main runner shall be supported independently a maximum of 8" from each wall or ceiling discontinuity with #12 gauge wire or approved wall support. 6. A strut fastened to the main runner shall extend to and fasten to the structural members supporting the roof or floor above at 12' -0" 0.0. in both directions and within 6' -O" from wall. 7. Light, ventilation and sanitation shall comply with of the current International Building Code. See mech. plans for CFM of circulating air. 8. All fixtures shall be installed per I.B.C. Standards Fixture support by #12 gauge hangers attached to grid members within 3 inches of each corner of each fixture. 9. Placement of all light fixtures in areas where main ducts cause interference must be approved by Allied Modular Building Systems and the tenant representative prior to installation. 10. All junction boxes and mechanical equipment requiring access shall be located over acoustical ceilings. Electrical Notes 1. Switches and controls for lights, ventilation, fire alarms, etc., must be placed 36 inches to 48 inches from the floor, outlets must be not less than 18 inches from the floor. 2. Dimension all receptacles from centerline of receptacle. 3. When outlets are grouped together (2 or more) they are to be no more than 2 inches apart. 4. All telephone and dataline cover plates to have similar color and appearance to building standard, ivory color. 5. Outlets to be installed at locations shown by dimensions on telephone and electrical plan. Non - dimensioned outlets to be located next to the nearest stud. 6. Conduit runs above ceiling to be held tight to structure and away from suspended ceiling. 7. All conduit runs above ceiling shall be aluminum flex. 8. Upon completion of all electrical work, the contractor shall adjust and test all circuits, outlets, switches, lights, motors, and any other electrical items to ensure perfect operation of all electrical equipment. Tenant Responsibilities 1. All critical dimensions for walls, floors, cores or placements of light fixtures that require the tenant approval or clarification prior to commencing work shall be obtained within 24 hours of contractors request. Any delay on the tenant part to provide such approval such approvals or clarifications shall be deemed as an approval to proceed with work. 2. Tenant is responsible for verifying all plans and measurements. 3. Furniture system to be supplied and installed by tenant. Walls /Partition Notes 1. All interior walls and partitions shall be designed and constructed to resist all loads to which they are subjected, but not less than a force of 5 pounds per square foot applied perpendicular to the walls. 2. Walls in toilet rooms shall be moisture and water resistant, as required. 3. Provide fire dampers at all fire- related penetrations. 4. Modular construction to comply with all access requirements per 2003 I.B.C. 5. Wall panels are a typical 4' wide with a raceway (stud) @ every 52" o.c. Unless otherwise noted on floor 6. Wall panels shall be a minimum rating of R -11 plans. between conditioned and un- conditioned space. General Requirements 1. All phases of construction shall confirm to the 2003 Edition of the International Building Code (I.B.C.) and all city, county and state ordinances having jurisdiction. 2. Do not scale the drawing. Dimensions govern. unless specifically indicated otherwise. 4. All work noted "N.I,C." or "Not In Contract" is to be accomplished by contractor other then the general contractor and is not to be part of the construction agreement. 5. Tenant improvement to be constructed inside of the existing building and will not be exposed to exterior elements. 6. Does not involve any general construction. 7. Does not involve any plumbing 8. Does not involve any underground utilities. 9. Hazardous materials will not be stored or used within the building which exceeds the quantities listed in I.B.C. 10. No sprinklers shall be provided by Allied Modular Building Systems, Inc. If sprinklers are provided, they are as noted: a.Sprinklers will be provide though a subcontractor who will submit plans on a separate permit. Sprinklers will be installed per the city of SEATTLE, WA 11. Any modifications to the existing system of building shall be submitted and approved by the local fire department prior to occupancy per I.B.C. Fire Department Notes 1. Portable fire extinguishers shall be located, as required, by the fire department with a fire rating of not less than 2A.10BC within 75 feet travel distance to all portions of the building of each floor. Doors and Exiting Notes 1. Exit doors shall swing in the direction of the exit travel, when serving any hazardous area or when serving an area having an occupant load of 50 or Exit doors shall be operable from inside without more. the use of a key or any special knowledge or effort. Exception: This requirement shall not apply to exterior exiting doors in a group 'B' occupancy if there is a visible, durable sign on or adjacent to the door station " This Door To Remain Unlocked During Business Hours" The letters shall be not less than 1 inch on a contrasting background. The locking device must be a type that will be readily distinguishable as locked. 2. Panic hardware, when installed, shall comply with the requirements of I.B.C. The activating member shall be mounted at a height of not less than 30" nor more than 44 inches above the floor. The unlatching force shall not exceed 5 pounds when applied in the direction of the exit travel. Doors and Exiting Notes Cont.: VISION LITE DOOR SHOE DATE APPROVALS: 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE .ANAHEIM, CALIFORNIA 92805 LUMP EN (7 BE B INC. PLUMP JOB 5 -1834 OB NO.: 070916 BY REVISIONS EXPIRES 03 -19 -08 1 CO CO c) U w z 0 w z w Q 0 z N (.0 DRAWN BY: CHK DRAWING NUMBER: CHECKED BY: R.P. D.O.A. PROJECT # : AMBS JOB #: 1577- D- ENG001 SCALE: DATE: 11 -6 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: GENERAL NOTES FLOOR PLAN SINGLE PHASE LOAD CENTER W/ 20 AMP BREAKERS 100 AMP CAPACITY 4 4 18000 HVAC • 4 t EXISTING WALLS / WOOD STUD & DRYWALL 36'-4" TYP. TYP. NOTES: 1. ALLIED MODULAR CAN NOT BE HELD RESPONSIBLE FOR ITEMS WHICH MAY APPEAR ON DRAWING THAT WERE NOT PURCHASED. PLEASE REFER TO THE LATEST COPY OF YOUR QUOTATION FOR CONFIRMATION OF ITEMS. MEZZANINE COLUMN BY OTHERS, TYP. LEGEND: = SOLID PANEL (48 ") = DOOR PANEL (48 ") = WINDOW PANEL (48 ") 1 = H- POST/WALLSTART ® = RACEWAY 0 = CORNER POST I / 1= DOOR W/ VISION LIGHT I I 1 %!!!!!!/ (X' -X ") = PHONE D = INDICATES CUT PANEL (FROM 48" PANEL) = DATA = WINDOW <159 PLFI = SHEAR PANEL USED WITH LENGTH L. SCALE: 1/2"=1'-0" 6 s DATE BY 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 tic (714) 38�X JOB FAX ( -1834 PEONP ENGINEERING INC. PLUMP NO.: 0 J� cn W 1- EXPIRES 03 -19 -08 REVISIONS 00 co N (P) 0 w 0 z 0 w z w Q J 0 U_ z CV m- (0 DRAWN BY: CHECKED BY: R.P. D.O.A. PROJECT # : AMBS JOB #: 1577- D- ENG001 CHK DRAWING NUMBER: SCALE: DATE: 11 -6 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: FLOOR PLAN 11/2/07 PEI PLAN CHECK e A\ A APPROVALS: v,RDA. ■ OF W4 Sy (7, 6 C FLOOR PLAN SINGLE PHASE LOAD CENTER W/ 20 AMP BREAKERS 100 AMP CAPACITY 4 4 18000 HVAC • 4 t EXISTING WALLS / WOOD STUD & DRYWALL 36'-4" TYP. TYP. NOTES: 1. ALLIED MODULAR CAN NOT BE HELD RESPONSIBLE FOR ITEMS WHICH MAY APPEAR ON DRAWING THAT WERE NOT PURCHASED. PLEASE REFER TO THE LATEST COPY OF YOUR QUOTATION FOR CONFIRMATION OF ITEMS. MEZZANINE COLUMN BY OTHERS, TYP. LEGEND: = SOLID PANEL (48 ") = DOOR PANEL (48 ") = WINDOW PANEL (48 ") 1 = H- POST/WALLSTART ® = RACEWAY 0 = CORNER POST I / 1= DOOR W/ VISION LIGHT I I 1 %!!!!!!/ (X' -X ") = PHONE D = INDICATES CUT PANEL (FROM 48" PANEL) = DATA = WINDOW <159 PLFI = SHEAR PANEL USED WITH LENGTH L. SCALE: 1/2"=1'-0" 6 s DATE BY 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 tic (714) 38�X JOB FAX ( -1834 PEONP ENGINEERING INC. PLUMP NO.: 0 J� cn W 1- EXPIRES 03 -19 -08 REVISIONS 00 co N (P) 0 w 0 z 0 w z w Q J 0 U_ z CV m- (0 DRAWN BY: CHECKED BY: R.P. D.O.A. PROJECT # : AMBS JOB #: 1577- D- ENG001 CHK DRAWING NUMBER: SCALE: DATE: 11 -6 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: FLOOR PLAN UP∎I LS f1G V 1.71 V 1 V•.7 1 11/2/07 PEI PLAN CHECK DATE 11 -6 -07 AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 n Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: REFLECTED CEILING / ROOF PLAN A A. A\ APPROVALS: -_ : „; p,R D A. p, < N of 144/ v � mo , e 34218 Q F `r6 /ST'- s/ INC. ' °NA L EC EXPIRES 03 -19 -08 ..;„ ,_. - -� 11 -6 -07 PLUMP ENGINEERING CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 KATELLA AVENUE J E. ANAHEIM, CALIFORNIA 92805 , CHECKED BY: R. P. SCALE: D.O.A. PROJECT # : DATE 11 -6 -07 AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 u CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: REFLECTED CEILING / ROOF PLAN ` SHEET NO. . ...... REFLECTED CEILING / ROOF PLAN EXISTING WALLS / WOOD STUD & DRYWALL 254' CEILING GRID SEE SHT. D2 SCALE: 1/2"=V-0" i !l (714) PLUME' FAX (714 -183 YE PLIIIIP ENBIRRINA I6C. PL1JOB NO.: 070916 it; co w co 0 z 6 m 0 w J J DRAWN BY: CHK CO CO VJ U CD �D z 0 w Q 0 0 z (\I co DRAWING NUMBER: 1JH1t nr I V 1 J 1 V 1 V.7 11 11/2/07 PEI PLAN CHECK /\ / A APPROVALS: k K a L . { am , g ,PR s. OF W, / � �� Jo O 34218 a ONA EXPIRES 03 -19 -08 _ :' -- 11 -6 -07 PLUMP ENGINEERING INC. CONSULTJNG ENGINEERS IN (714) STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 385 -1835, FAX (714) 385 -1834 ELEVATION 0 z J w 0 0 0 i) TYP. Ar/A FA I 1r/ WA VA I V/% 1 i D1 TYP. SB-1 D1 TYP. L MEZZANINE BY OTHERS J V z 0) w SCALE: 1/2"=I-0" z *NIN ELEVATION SCALE: 1/2"=1'-0" J J z 0) X w D1 TYP. D1 TYP. n MF77ANINE BY OTHERS TYP. 0 PLUMP EI6IIEEI116 IpC. S I V f P J O B N O,: DRAWN BY: CHK DRAWING NUMBER: CHECKED BY: R.P. D.O.A. PROJECT # AMBS JOB #: 1577- D- ENG001 SCALE: DATE: 11 -6 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: ELEVATIONS & DETAIL 0) d LL co co C6 LC) IZ TYPICAL 1 -STORY PANEL ROOF N.T.S. - 3.90" HORIZ. FRAME MEMBERS ELECTRICAL RACEWAY ELECTRICAL RACEWAY ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) ALUM. GLAZING FRAME GLAZING FRAME FIXED WINDOW F-- co SNAP -ON CAP L1 EXT. LI #10 - 3/4" PANHEADTEK SCREW @ TOP & BTM. OF CONNECTING ALUM. EXTRUSIONS EA. SIDE AS SHOWN (TYP) TO TRACK n I I INT L USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN WALL PANEL WALL PANEL N.T.S. RUBBER SPLINE N.T.S. WALL CONSTRUCTION AND SPECS. SYSTEM: 2" INTERIOR WALLS INTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE EXTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE WALL MATERIAL SPECS THERMAL RATING: R -13 FLAME SPREAD: 5 SMOKE DEVELOPED: 0 -25 CLASS: "A" (NON- COMBUSTIBLE) VINYL CLAD GYPSUM PANEL DETAIL N.T.S. #10 X 3/4 TEK SCREWS RACEWAY OR H POST MEZZANINE BEAM BY OTHERS i 1± 4 ", 20 GA. STUD W/2 #10x3/4" TEK SCREWS EA. END. E ASSEMBLY W/ 4410 SCREWS TO EA. RACEWAY OR "H" POST (48" MAX.) TYP. KNEE BRACING N.T.S. 1 T DOOR ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) DOOR VISION LIGHT - DOOR WINDOW N.T.S. H -POST FLOOR/TOP TRACK #10 x 3/4" TEK SCREW TYP. USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN H -POST N.T.S. DOOR FRAME 2.25" DOOR FRAME DOOR USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN HORIZ. FRAME MEMBERS DOOR FRAME N.T.S. CORNER POST CORNER POST 7 NOT USED CN 0 N 4 4. 4 2.20" _ 1 III - El l' 0 2" SYSTEM PROFILE 7 0 1 FLOOR CHANNEL (E) 6" CONC. SLAB HORIZ EXTRUSION USE #10 x 3/4" TEK SCREWS @12" AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN ALUMINUM EXTRUSION USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN - "0 HILTI KWIK BOLT TZ (ESR #1917) 4, . OR I.C.0 APPROVAL EQ. LARR # 25577 ICBO # ANCHOR LENGTH MIN EMBEDMENT DRILL BIT DIAMETER LENGTH IDENTIFICATION MARK COLOR TORCH MATERIAL COMPOSITION ANCHOR SPACING N.T.S. N.T.S. 1385 3 3/4 IN. 2 1/4" 1/2 IN. E YELLOW 40 -65 CARBON STEEL 48" O.C. FLOOR CHANNEL N.T.S. s ti 2r ! REID MIDDLETON, INC. DATE BY REVISIONS 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAFIEIM, CALIFORNIA 92805 b III (714) �3y8�5,� --1� 385-1835, FAX (714) 385-1834 PINMP ENGINEERING IpC, PLUMP JOB NO.: 070916 DRAWN BY: CHK •1 EXPIRES 03 - 19 - 08 I DRAWING NUMBER: 11/2/07 PEI PLAN CHECK D.O.A. PROJECT # : DATE: 11 -6 -07 AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED ®L Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: DETAILS SHEET NO. APPROVALS: p ,RD A. ��' � W ' SHi Cil . TYPICAL 1 -STORY PANEL ROOF N.T.S. - 3.90" HORIZ. FRAME MEMBERS ELECTRICAL RACEWAY ELECTRICAL RACEWAY ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) ALUM. GLAZING FRAME GLAZING FRAME FIXED WINDOW F-- co SNAP -ON CAP L1 EXT. LI #10 - 3/4" PANHEADTEK SCREW @ TOP & BTM. OF CONNECTING ALUM. EXTRUSIONS EA. SIDE AS SHOWN (TYP) TO TRACK n I I INT L USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN WALL PANEL WALL PANEL N.T.S. RUBBER SPLINE N.T.S. WALL CONSTRUCTION AND SPECS. SYSTEM: 2" INTERIOR WALLS INTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE EXTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE WALL MATERIAL SPECS THERMAL RATING: R -13 FLAME SPREAD: 5 SMOKE DEVELOPED: 0 -25 CLASS: "A" (NON- COMBUSTIBLE) VINYL CLAD GYPSUM PANEL DETAIL N.T.S. #10 X 3/4 TEK SCREWS RACEWAY OR H POST MEZZANINE BEAM BY OTHERS i 1± 4 ", 20 GA. STUD W/2 #10x3/4" TEK SCREWS EA. END. E ASSEMBLY W/ 4410 SCREWS TO EA. RACEWAY OR "H" POST (48" MAX.) TYP. KNEE BRACING N.T.S. 1 T DOOR ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) DOOR VISION LIGHT - DOOR WINDOW N.T.S. H -POST FLOOR/TOP TRACK #10 x 3/4" TEK SCREW TYP. USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN H -POST N.T.S. DOOR FRAME 2.25" DOOR FRAME DOOR USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN HORIZ. FRAME MEMBERS DOOR FRAME N.T.S. CORNER POST CORNER POST 7 NOT USED CN 0 N 4 4. 4 2.20" _ 1 III - El l' 0 2" SYSTEM PROFILE 7 0 1 FLOOR CHANNEL (E) 6" CONC. SLAB HORIZ EXTRUSION USE #10 x 3/4" TEK SCREWS @12" AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN ALUMINUM EXTRUSION USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN - "0 HILTI KWIK BOLT TZ (ESR #1917) 4, . OR I.C.0 APPROVAL EQ. LARR # 25577 ICBO # ANCHOR LENGTH MIN EMBEDMENT DRILL BIT DIAMETER LENGTH IDENTIFICATION MARK COLOR TORCH MATERIAL COMPOSITION ANCHOR SPACING N.T.S. N.T.S. 1385 3 3/4 IN. 2 1/4" 1/2 IN. E YELLOW 40 -65 CARBON STEEL 48" O.C. FLOOR CHANNEL N.T.S. s ti 2r ! REID MIDDLETON, INC. DATE BY REVISIONS 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAFIEIM, CALIFORNIA 92805 b III (714) �3y8�5,� --1� 385-1835, FAX (714) 385-1834 PINMP ENGINEERING IpC, PLUMP JOB NO.: 070916 DRAWN BY: CHK •1 EXPIRES 03 - 19 - 08 I DRAWING NUMBER: CHECKED BY: R.P. SCALE: D.O.A. PROJECT # : DATE: 11 -6 -07 AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED ®L Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: DETAILS SHEET NO. TYPICAL 1 -STORY PANEL ROOF N.T.S. - 3.90" HORIZ. FRAME MEMBERS ELECTRICAL RACEWAY ELECTRICAL RACEWAY ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) ALUM. GLAZING FRAME GLAZING FRAME FIXED WINDOW F-- co SNAP -ON CAP L1 EXT. LI #10 - 3/4" PANHEADTEK SCREW @ TOP & BTM. OF CONNECTING ALUM. EXTRUSIONS EA. SIDE AS SHOWN (TYP) TO TRACK n I I INT L USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN WALL PANEL WALL PANEL N.T.S. RUBBER SPLINE N.T.S. WALL CONSTRUCTION AND SPECS. SYSTEM: 2" INTERIOR WALLS INTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE EXTERIOR MATERIAL: VINYL CLAD GYPSUM COLOR: WHITE WALL MATERIAL SPECS THERMAL RATING: R -13 FLAME SPREAD: 5 SMOKE DEVELOPED: 0 -25 CLASS: "A" (NON- COMBUSTIBLE) VINYL CLAD GYPSUM PANEL DETAIL N.T.S. #10 X 3/4 TEK SCREWS RACEWAY OR H POST MEZZANINE BEAM BY OTHERS i 1± 4 ", 20 GA. STUD W/2 #10x3/4" TEK SCREWS EA. END. E ASSEMBLY W/ 4410 SCREWS TO EA. RACEWAY OR "H" POST (48" MAX.) TYP. KNEE BRACING N.T.S. 1 T DOOR ALUM. GLAZING FRAME 3/16" TEMP'D SAFETY GLASS (TYP) DOOR VISION LIGHT - DOOR WINDOW N.T.S. H -POST FLOOR/TOP TRACK #10 x 3/4" TEK SCREW TYP. USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN H -POST N.T.S. DOOR FRAME 2.25" DOOR FRAME DOOR USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN HORIZ. FRAME MEMBERS DOOR FRAME N.T.S. CORNER POST CORNER POST 7 NOT USED CN 0 N 4 4. 4 2.20" _ 1 III - El l' 0 2" SYSTEM PROFILE 7 0 1 FLOOR CHANNEL (E) 6" CONC. SLAB HORIZ EXTRUSION USE #10 x 3/4" TEK SCREWS @12" AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN ALUMINUM EXTRUSION USE #10 x 3/4" TEK SCREWS AT ALL INTERSECTING VERT. AND HORIZ. ALUMINUM CONNECTIONS AS SHOWN - "0 HILTI KWIK BOLT TZ (ESR #1917) 4, . OR I.C.0 APPROVAL EQ. LARR # 25577 ICBO # ANCHOR LENGTH MIN EMBEDMENT DRILL BIT DIAMETER LENGTH IDENTIFICATION MARK COLOR TORCH MATERIAL COMPOSITION ANCHOR SPACING N.T.S. N.T.S. 1385 3 3/4 IN. 2 1/4" 1/2 IN. E YELLOW 40 -65 CARBON STEEL 48" O.C. FLOOR CHANNEL N.T.S. s ti 2r ! REID MIDDLETON, INC. DATE BY REVISIONS 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAFIEIM, CALIFORNIA 92805 b III (714) �3y8�5,� --1� 385-1835, FAX (714) 385-1834 PINMP ENGINEERING IpC, PLUMP JOB NO.: 070916 DRAWN BY: CHK •1 EXPIRES 03 - 19 - 08 I DRAWING NUMBER: 1\ 11/2/07 PEI PLAN CHECK 11 / AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 / uI CLASSIFIED . Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. / % SHEET NO. A APPROVALS: of W y / C % 12 GA. WIRE 20 GA MIN STEEL DECK 1" x 5/8" BRACKET #10 TEK SCREW WALL / CEILING CONNECTION MIN. OF (2) 12 GA HANGAR WIRES TO ROOF DECK ABOVE. USE #10 TEK SCREWS (MAY BE SLACK) SUSPENDED CEILING GRID LIGHT MOUNTING VERTICAL ALUMINUM CHANNEL. N.T.S. 12 ga. hanger wire Wall connection- anchor to structural element. Notes: 8" max. ---- -a or note (1) below Pop rivet at fixed end Wall angle Min 3 tight tums on 1 1/2" Alternate location w/o nail. Notching permitted only at runner. Main or cross runner . —� Acoustic panel Slotted angle spacer w /horiz. fid ringshank nail (see note (2) No connection at free end 3/4" 8" max. n (1) 1/4 of the length of the end runner whichever is Tess. (2) Nails at the end of horizontal struts are to be placed with nail head toward centerline of span of strut N.T.S. #10 x 3/4" TEK SCREW @ 48" O.C. 2' x 4' INLAY FLOURESCENT LIGHT FIXTURE. VERT. ALUMINUM POST @ 48" OC ice:• . '" "t' :'.. 7/8" WALL ANGLE LIGHTS ARE INDEPENDENTLY BRACED 12 GA. WIRE TO LIGHT FIXT. 4' CROSS TEE 12 GA. CEILING WIRE TO MAIN. �� 12 GA. WIRE TO LIGHT FIXT. CEILING TILE N.T.S. MAIN RUNNER N.T.S. 12 GA. CEILING WIRE TO MAIN. 1" x 5/8" BRACKET #10 TEK SCREW WIRE CONNECTION FROM GRID TO UNDERSIDE ROOF DECK. #10 TEK scRE COMPRESSION STRUT STRUT CONNECTION FROM GRID TO UNDERSIDE ROOF DECK. CROSS RUNNER 12 GA. WIRE SUSPENDED CEILING STRUT SPACING • • • • • • • = STRUT SEE MAX. HEIGHT SCHEDULE SLOT END OF TUBE TO FIT OVER CEILING RUNNER. 12' -0" O.C. TYP. ELECTRICAL METALIC TUBING (EMT) ONLY SIZE (DIAMETER) 1/2" 3/4" 1" 1 -1/4" 1 -1/2" 2" L (MAX. HEIGHT) 4' -0" 5' -2" 6' -6" 8' -6" 9 -10" 12' -0" NO. 12 GA. VERTICAL WIRE HANGER TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE. EMT SLEEVE MAX 2" FROM STRUT CL 9 CV co O r tl VERTICAL CEILING STRUT PLAN N.T.S. ARMSTRONG XL SERIES 8200 SERIES CLASSIFICATION OF CEILING GRID IS HEAVY DUTY 12' MAIN RUNNER: HD8200 4' CROSS RUNNER: XL8240 7/8" ANGLE MOLDING: HD7801 (SPLICE DETAIL NOT APPLICABLE IN THIS DESIGN DUE TO NO MAIN RUNNER EXCEEDING 8 FEET IN LENGTH) POSITIVE ATTACHMENT TO CONNECTORS IN ACCORDANCE WITH TITLE 24, PART 2. ALL SPECIFICATIONS PER ARMSTRONG CEILINGS AND SUSPENSION SYSTEMS CATALOG 2004 #9 1/2" EMT.COMPRESSION STRUT SEE DETAIL 10a NO. 12 GA BRACING WIRE ATTACHED TO STEEL ROOF DECK WITH "L" ANGLE BRACKETS. USE #10 x 3/4" TEK SCERWS TO ATTACH. NO. 12 GA BRACING WIRE 2" MAX FROM BRACING. WIRES TO CROSS RUNNERS AND MAIN RUNNERS MAIN RUNNER (TYP.) 1. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FT. ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6FT. FROM EACH WALL. INSTALLATION. 2. SEE CEILING PLAN (SHT. Al) FOR SIZE AND DIRECTION OF TILES. CROSS RUNNERS (TYP.) 1 6) ‘ ; V/ 1 Nil `L', n St n1 MCI 1 4 r 1 REID MIDDLETON, INC. 5/8" CEILING TILE SUSPENDED 2 X 4 GRID CEILING N.T.S. DATE BY REVISIONS 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) X 3 7 85 - 1835,, FAX (714) ► 385-1834 titom PLUMP EN61l EERIN6 IXC. PLUMP JOB NO.: 0/� DRAWN BY: CHK EXPIRES 03 -19 -08 co co N Cn U LEI L.L. 0 W z W J w) 0.- U� Z d' DRAWING NUMBER: CHECKED BY: R.P. SCALE: D.O.A. PROJECT # : DATE: 11 -6 -07 AMBS JOB #: 1577- D- ENG001 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 uI CLASSIFIED . Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: CEILING DETAILS % SHEET NO. 12 GA. WIRE 20 GA MIN STEEL DECK 1" x 5/8" BRACKET #10 TEK SCREW WALL / CEILING CONNECTION MIN. OF (2) 12 GA HANGAR WIRES TO ROOF DECK ABOVE. USE #10 TEK SCREWS (MAY BE SLACK) SUSPENDED CEILING GRID LIGHT MOUNTING VERTICAL ALUMINUM CHANNEL. N.T.S. 12 ga. hanger wire Wall connection- anchor to structural element. Notes: 8" max. ---- -a or note (1) below Pop rivet at fixed end Wall angle Min 3 tight tums on 1 1/2" Alternate location w/o nail. Notching permitted only at runner. Main or cross runner . —� Acoustic panel Slotted angle spacer w /horiz. fid ringshank nail (see note (2) No connection at free end 3/4" 8" max. n (1) 1/4 of the length of the end runner whichever is Tess. (2) Nails at the end of horizontal struts are to be placed with nail head toward centerline of span of strut N.T.S. #10 x 3/4" TEK SCREW @ 48" O.C. 2' x 4' INLAY FLOURESCENT LIGHT FIXTURE. VERT. ALUMINUM POST @ 48" OC ice:• . '" "t' :'.. 7/8" WALL ANGLE LIGHTS ARE INDEPENDENTLY BRACED 12 GA. WIRE TO LIGHT FIXT. 4' CROSS TEE 12 GA. CEILING WIRE TO MAIN. �� 12 GA. WIRE TO LIGHT FIXT. CEILING TILE N.T.S. MAIN RUNNER N.T.S. 12 GA. CEILING WIRE TO MAIN. 1" x 5/8" BRACKET #10 TEK SCREW WIRE CONNECTION FROM GRID TO UNDERSIDE ROOF DECK. #10 TEK scRE COMPRESSION STRUT STRUT CONNECTION FROM GRID TO UNDERSIDE ROOF DECK. CROSS RUNNER 12 GA. WIRE SUSPENDED CEILING STRUT SPACING • • • • • • • = STRUT SEE MAX. HEIGHT SCHEDULE SLOT END OF TUBE TO FIT OVER CEILING RUNNER. 12' -0" O.C. TYP. ELECTRICAL METALIC TUBING (EMT) ONLY SIZE (DIAMETER) 1/2" 3/4" 1" 1 -1/4" 1 -1/2" 2" L (MAX. HEIGHT) 4' -0" 5' -2" 6' -6" 8' -6" 9 -10" 12' -0" NO. 12 GA. VERTICAL WIRE HANGER TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE. EMT SLEEVE MAX 2" FROM STRUT CL 9 CV co O r tl VERTICAL CEILING STRUT PLAN N.T.S. ARMSTRONG XL SERIES 8200 SERIES CLASSIFICATION OF CEILING GRID IS HEAVY DUTY 12' MAIN RUNNER: HD8200 4' CROSS RUNNER: XL8240 7/8" ANGLE MOLDING: HD7801 (SPLICE DETAIL NOT APPLICABLE IN THIS DESIGN DUE TO NO MAIN RUNNER EXCEEDING 8 FEET IN LENGTH) POSITIVE ATTACHMENT TO CONNECTORS IN ACCORDANCE WITH TITLE 24, PART 2. ALL SPECIFICATIONS PER ARMSTRONG CEILINGS AND SUSPENSION SYSTEMS CATALOG 2004 #9 1/2" EMT.COMPRESSION STRUT SEE DETAIL 10a NO. 12 GA BRACING WIRE ATTACHED TO STEEL ROOF DECK WITH "L" ANGLE BRACKETS. USE #10 x 3/4" TEK SCERWS TO ATTACH. NO. 12 GA BRACING WIRE 2" MAX FROM BRACING. WIRES TO CROSS RUNNERS AND MAIN RUNNERS MAIN RUNNER (TYP.) 1. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FT. ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6FT. FROM EACH WALL. INSTALLATION. 2. SEE CEILING PLAN (SHT. Al) FOR SIZE AND DIRECTION OF TILES. CROSS RUNNERS (TYP.) 1 6) ‘ ; V/ 1 Nil `L', n St n1 MCI 1 4 r 1 REID MIDDLETON, INC. 5/8" CEILING TILE SUSPENDED 2 X 4 GRID CEILING N.T.S. DATE BY REVISIONS 11 -6 -07 PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) X 3 7 85 - 1835,, FAX (714) ► 385-1834 titom PLUMP EN61l EERIN6 IXC. PLUMP JOB NO.: 0/� DRAWN BY: CHK EXPIRES 03 -19 -08 co co N Cn U LEI L.L. 0 W z W J w) 0.- U� Z d' DRAWING NUMBER: Code VA R 1920 L 903 TRUE 120/208 -10 FALSE 1201240 -10 FALSE 120 -10 FALSE 208 --10 FALSE 240-10 FALSE 277/480 -10 FALSE 277 -10 FALSE 480 -10 ELECTRICAL LEGEND B $ 3$3 $4$4 GFI 4S VA of Largest Single Motor Directly Fed From This Panel LIGHTING SWITCH 3 -WAY LIGHTING SWITCH 4 -WAY LIGHTING SWITCH AB LIGHTING SWITCH AB 3 -WAY LIGHTING SWITCH AB 4 -WAY LIGHTING SWITCH 110v - 20 A, UL LISTED OUTLET 110v - 20 A, UL LISTED GFI OUTLET 220v - 20 A, UL LISTED OUTLET LOAD CENTER W/ 20 AMP BREAKERS 4S JUNCTION BOX LIGHT FIXTURE HOME RUN SYMBOL ELECTRICAL NOTES 1. ALL RECEPTACLE OUTLETS TO BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 2. ALL SWITCHES TO BE MOUNTED NO LESS THAN 36" NOR GREATER THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 3. ALL WIRE SHALL BE #12 THHN UNLESS OTHERWISE NOTED. 4. CUSTOMER SHALL BE RESPONSIBLE FOR CONNECTION OF MAIN ELECTRICAL PANEL TO LOAD CENTER. NOTE / LEGEND 10 Electrical Panel Schedule Project Name: SAFE WORKS LLC DCE Project No: Panel: Fed From: Conduit Voltage /Phase 1680 120 120 120 120 120 277 277 277 Neutral Voltage 120 Mounting TRUE Surface PANEL SCHEDULE El Design & r 2 -Pole ME Construction r 4-Pole ®m❑ Engineers r; 6 -Pole ..................... (' 8 -Pole Date: 09/10/07 Feeder. r' 10 -Pole r 12 -Pole (. 16 -Pole VA 1920 1920 # of Kit Equipment Items (Total This Panel) 0 # of Kit Equipment Items (This Panel Only) 0 Code R r 16 -Pole r 20 -Pole r 24-Pole - 30 -Pole (` 36 -Pole r 40 -Pole r 42 -Pole Load Codes c = Cooling Only E = Existing Load H = Heating Only K = Kitchen L = Lighting M = Motors 0 = Other Load R = Receptacles Load Totals Total VA Loads Load Balance Total Amperage VA Load per Phase "A B C 0 0 0 0 0 0 0 3840 3840 3840 111.5% 0 0 0 0 903 0 0 1920 2823 3049 88.5% 0 0 0 0 0 0.0% VA of Largest Motor on this Panel VA Load This Panel This Panel Per Largest Phase VA Calculations Total VA 0 0 0 0 903 0 0 5760 6663 Multiplier 0.00 125 0.00 1.00 125 1.00 1.00 1.00 1.03 161301 0.25 VA Load 0 0 0 0 1128.75 0 0 5760 6888.75 420 7308.75 33.8 18000 HVAC 3 - #12 THHN CKT #3 EXISTING WALLS / WOOD STUD & DRYWALL • m%4\ LIGHTING PLAN SCALE: 3/8 " =1' -0" EXISTING WALLS / WOOD STUD & DRYWALL 18000 3 - #12 THHN CKT #2/4 3 - #12 THHN CKT #1 RECEPTACLE PLAN SCALE: 3/8 " =1' -0" A n A /4\ n 9 DATE BY REVISIONS APPROVALS: CO CO CO CV rn 0 w z 0 w z w Q J O 0 z CV (D J DRAWN BY: CHK CHECKED BY: R.P. D.O.A. PROJECT # : AMBS JOB #: 1577- D- ENG001 DRAWING NUMBER: SCALE: DATE: 9 -11 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: ELECTRICAL PLAN Voltage & Phase Mount r M LO -0r - Main Breaker Rating: 10kA1C 120/208710 E 12071 C 277/480710 C 1 20/240 71 0 r 208710 E 277 ?10 L 240 ?10 : 480710 E Surface r Flush E Semi A.I.C. Panel Rating: r Sub Feed Lugs r Top Feed r Feed -Thru Lugs r Bottom Feed Manufacturer. Model: Serial: Notes: Description Brk Phase Brk Description OUTLETS (110V) 20/1 1 A 2 20/1 HVAC (220V) LIGHTS 2011 3 B 4 20/1 5 A 6 Code VA R 1920 L 903 TRUE 120/208 -10 FALSE 1201240 -10 FALSE 120 -10 FALSE 208 --10 FALSE 240-10 FALSE 277/480 -10 FALSE 277 -10 FALSE 480 -10 ELECTRICAL LEGEND B $ 3$3 $4$4 GFI 4S VA of Largest Single Motor Directly Fed From This Panel LIGHTING SWITCH 3 -WAY LIGHTING SWITCH 4 -WAY LIGHTING SWITCH AB LIGHTING SWITCH AB 3 -WAY LIGHTING SWITCH AB 4 -WAY LIGHTING SWITCH 110v - 20 A, UL LISTED OUTLET 110v - 20 A, UL LISTED GFI OUTLET 220v - 20 A, UL LISTED OUTLET LOAD CENTER W/ 20 AMP BREAKERS 4S JUNCTION BOX LIGHT FIXTURE HOME RUN SYMBOL ELECTRICAL NOTES 1. ALL RECEPTACLE OUTLETS TO BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 2. ALL SWITCHES TO BE MOUNTED NO LESS THAN 36" NOR GREATER THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 3. ALL WIRE SHALL BE #12 THHN UNLESS OTHERWISE NOTED. 4. CUSTOMER SHALL BE RESPONSIBLE FOR CONNECTION OF MAIN ELECTRICAL PANEL TO LOAD CENTER. NOTE / LEGEND 10 Electrical Panel Schedule Project Name: SAFE WORKS LLC DCE Project No: Panel: Fed From: Conduit Voltage /Phase 1680 120 120 120 120 120 277 277 277 Neutral Voltage 120 Mounting TRUE Surface PANEL SCHEDULE El Design & r 2 -Pole ME Construction r 4-Pole ®m❑ Engineers r; 6 -Pole ..................... (' 8 -Pole Date: 09/10/07 Feeder. r' 10 -Pole r 12 -Pole (. 16 -Pole VA 1920 1920 # of Kit Equipment Items (Total This Panel) 0 # of Kit Equipment Items (This Panel Only) 0 Code R r 16 -Pole r 20 -Pole r 24-Pole - 30 -Pole (` 36 -Pole r 40 -Pole r 42 -Pole Load Codes c = Cooling Only E = Existing Load H = Heating Only K = Kitchen L = Lighting M = Motors 0 = Other Load R = Receptacles Load Totals Total VA Loads Load Balance Total Amperage VA Load per Phase "A B C 0 0 0 0 0 0 0 3840 3840 3840 111.5% 0 0 0 0 903 0 0 1920 2823 3049 88.5% 0 0 0 0 0 0.0% VA of Largest Motor on this Panel VA Load This Panel This Panel Per Largest Phase VA Calculations Total VA 0 0 0 0 903 0 0 5760 6663 Multiplier 0.00 125 0.00 1.00 125 1.00 1.00 1.00 1.03 161301 0.25 VA Load 0 0 0 0 1128.75 0 0 5760 6888.75 420 7308.75 33.8 18000 HVAC 3 - #12 THHN CKT #3 EXISTING WALLS / WOOD STUD & DRYWALL • m%4\ LIGHTING PLAN SCALE: 3/8 " =1' -0" EXISTING WALLS / WOOD STUD & DRYWALL 18000 3 - #12 THHN CKT #2/4 3 - #12 THHN CKT #1 RECEPTACLE PLAN SCALE: 3/8 " =1' -0" A n A /4\ n 9 DATE BY REVISIONS APPROVALS: CO CO CO CV rn 0 w z 0 w z w Q J O 0 z CV (D J DRAWN BY: CHK CHECKED BY: R.P. D.O.A. PROJECT # : AMBS JOB #: 1577- D- ENG001 DRAWING NUMBER: SCALE: DATE: 9 -11 -07 DATE PLOTTED: CUSTOMER: SAFE WORKS LLC JOB LOCATION: 365 UPLAND DRIVE SEATTLE, WA 98188 CLASSIFIED Composite Panel System Control No. 59ZL Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc. THIS DRAWING OR PRINT IS THE PROPERTY OF ALLIED MODULAR BUILDING SYSTEMS AND SHALL NOT BE TRACED, PHOTOGRAPHED, REPRODUCED NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF ALLIED MODULAR BUILDING SYSTEMS. SHEET TITLE: ELECTRICAL PLAN N N) r) m w I m w m w N (SD DB— CID N N m N cD SB-2 SB -3 CO Lc) z� S1 20' -0" 19' -4" TYP Ln cD SB-- -- Ln CO N CD m Ln cD 30' -0" FRAMING PLAN SCALE: 3/B " =1' - 0" DB-1A DB DB 3 M CC) w ROOF ACCESS HATCH AND LADDER SB-6 SB SB -8 1 MEMBERS J- 1,2,3,4 J- 5,6,7,8 EB- 4,5,6,8 EB -1,2,3 EB -7,9 SB -1,2 SB- 3,4,5,6,9 SB -7,8 C -1 C -2 DB -1,1A DB -2,3,4 m w CO JOIST JOIST EDGE BEAM EDGE BEAM EDGE BEAM SIDE BEAM SIDE BEAM SIDE BEAM COLUMN COLUMN DAVIT BEAM DAVIT BEAM Lfl C' m w /En / C10x 2.5x 14ga Fy =55ksi C10x 2.5x 14ga Fy =55ksi W16x 26 W16x 31 W12x 14 W16x 31 W16x 26 W12x 14 HSS 8x 8x 3/8 HSS 8x 8x 1/4 W14x 43 W16x 26 r� z z z 0 (N 4+ „ ST— 2 SB -1 2 „ 1 o a o 1 i P G IA/ .— Mr —WAFA i 'PG 2 ==== grant= r 2 IJ 4' -6" p 4'- -6" 11 5' ST -2 ST -2 TS2x2x.188 6'oc MAX SB, EB— 1 1 /4" SCHED 40 PIPE GUARDRAIL DETAIL PLAN s 4 1P4 4" FORMED KICK PLATE E — ��y A N SB- 3/16 V 10 PARAPET CLAMP CORNICE RIGGING 0 PARAPET RIGGING �4 DAVIT 1 /2 "x6" END PL (6) 5/8 "o GRADE 5 BOLTS BEAM /COLUMN CONNECTION EXCEPT C -1 REV. 1 2 24" HIGH x 10ga PANEL WELDED TO OUTSIDE 1/5 I/ STEEL BEAM BELOW ELEVATION VIEW SCALE: 3/8" =1' -0" O GUARDRAIL POST C� 6'oc MAX 1/4x 4x 4 BASEPL (4) 3/8"0 GRD 5 c 3 "oc EW GUARDRAIL POST BASE CONN PLAN VIEW DATE 9-6-07 10 -30 -07 1/4 "x6"x6" CLIP 2) Y2 "0 GRADE 5 BOLTS — 4" oc JOIST /BEAM CONN UNLESS NOTED DESCRIPTION EQUIPMENT LOCATION PER PLAN CHK DRAM: BEN di n; 1 BEN C - 1 APP: QTY. �I Li l IREID MIDDLETON, INC. SEISMIC Occupancy CAT "I" Sds =94 %g Sd1 -49%.g Use Grp "I" DESIGN CAT "D" ORDINARY MOMENT FRAMES Cs= O.268W BASE SHEAR = 5.83K ITEM STAMP 3/16 L3x 3x 3/8 6 "LG (2) 5/8 "0 A325 PG— CON ft's 3/8 "x6 "x9" CLIP (3) 5/8 "0 GRADE 5 OLTS — 3" oc DESIGNED BY: OTHERS APPROVED BY: SCALE: 3/8 " =1 0 SIZE / MEMBER 3/8" CAP PL (4)5/8 "0 A325 5 "oc EA WAY TACK WELD NUTS INSIDE PL PG -1 HSSBx 8x 3/8 PG -2 W8x 24 NOTES: SIZE D TYP 3/16 6 -29 -07 DRAWN BY: J.N IELSEN CHECKED BY: 8 -9 -07 1.) DESIGNED PER 2006 IBC 125 PSF LIVE LOAD SEISMIC Ss=141 %g 51 =48 %g Soil Class "D" Use Group "I" Design Cat "D" 2.) ASSUMED 6 "- 3000psi CONCRETE SLAB ON GRADE ALLOWABLE SOIL BEARING = 1500psf 3.) ANCHORS: HILTI TZ BOLTS 4" EMBED PER ICC REPORT #1917 4.) ALL STEEL TO BE A36 UNLESS NOTED WIDE FLANGE BEAMS & CONN & BASE PL's Fy — 50 ksi COLUMNS Fy = 46 ksi ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES ALL BOLTS TO BE GRADE 5 UNLESS NOTED w/ WASHERS ON BEAM CONNECTIONS 5.) DECK TO BE 1-1/8" PLYWOOD RATED 2-4-1 LAID PERPENDICULAR TO JOISTS #12 TEKS @ 12 "oc TO ALL BEAMS & JOISTS aN EQUIPMENT ROUNDUP AND MANUFACTURING 1109 NE 146117 • VANCOUVER, WA. 593685 • PHONE (960) 576 -1171 • Fax (360)576 -1201 http : / /www.equipment roundup.cam TITLE: SHEET 01 Dr FILE NAME: 071 42 -01 _DWG BILL OF MATERIALS SKIP WELD 10ga FACE PL TO PG -1,2 © 18 "oc SB -1 3/16 1/2x 6 PL 7 "LG CUSTOMER: SAFEWORKS 365 UPLAND DR SEATTLE, WA 98188 L3x3x3/8 7 "LC 3/16 LENGTH FT. 3/8x 3 PL (2) 3/4 "95 A325 SB—/EB— (2) 3/4 "95 A325 BEAM /C -1 CONNECTION MEZZANINE FRAMING PLAN JOB No.: EP1201 IN. ST -1 HSS4x 4x 3/16 3/8x 5x 8 END PL (4)1/2"95 A325 ST -2 HSS4x 4x 3/16 3/8x 5x 8 END PL (4)1/2"95 A325 DRAWING No.: REMARKS DISTRIBUTED BY: F �a�6Z8 ENGINEERED PRODUCTS S1 N) + 8 ' —O " EB- 12' -6" n� I J O U (4) 5/8 "o ANCHORS U C- 1,2 BASE PLAN 5/8x 16x 16 BASEPLATE BASEPLATE 5/8 "o ANCHORS BASE ELEV. 12' -6" EB— ELEVATION VIEW SCALE 3/8 1'--0• 0 MEMBERS J- 1,2,3,4 J-- 5,6,7,8 EB- 4,5,6,8 EB -1,2,3 EB -7,9 SB -1,2 SB- 3,4,5,6,9 SB -7,8 C -1 C -2 DB -1,1A DB -2,3,4 JOIST JOIST EDGE BEAM EDGE BEAM EDGE BEAM SIDE BEAM SIDE BEAM SIDE BEAM COLUMN COLUMN DAVIT BEAM DAVIT BEAM ClOx C10x W16x W16x W12x W16x W16x W12x EB- 11' -4" HSS 8x 8x 3/8 HSS 8x 8x 1/4 W14x 43 W16x 26 2.5x 14ga Fy =55ksi 2.5x 14ga Fy =55ksi 26 31 14 31 26 14 HSS6x 6x 1/4 24" LG COR \ICE LEDGE DB 13 EB 1,3 W16 Cr E PLAN s 4 %P4f , y ---w a. 0 W14x43 2' 3" w 0 W DAVIT SUPPORT PLAN VIEW © SE CORNER PLAN VIEW MIRRORED © SW CORNER PLAN VIEW SIM © WEST SIDE 3/4" WOOD SHIM UNDER DECK L4x3x1/4 BS (4) 5/8 "0 A325 EA LEG DAVIT SIDE VIEW REV. 1 2 3/4x 16x 16 PL SEE SAFEWORKS REQ'D HOLE PATTERN 2' -2" SB -1 N I m 0 /FULL PEN TYP(4)PLCS DATE 9-6-07 10-30-07 1/4/ SIDE VIEW EB -2,3 SB -1,2 W16 DB DB 4 2 W16x26 3/8x 6x 12 PL (4) 3/4 "0 A325 DB -2,3,4 E \D CONN DESCRIPTION EQUIPMENT LOCATION PER PLAN CHK BILL OF MATERIALS QTY. ITEM STAMP SIZE / MEMBER 3/4x 16x 16 PL SEE SAFEWORKS REQ'D HOLE PATTERN 1'-4" EB SB 2 2 W16x31 U,,, 1 4 REID MIDDLETON, INC. DRAWN: BEN BEN DAVIT E\ APP: L4x3x1/4 BS (4) 5/8 "0 A325 EA LEG FILE NAME: 07142- 01.DWG r ' F D VIEW NOTES: SCALE: 3/8",-1'—o" 1.) DESIGNED PER 2006 IBC 125 PSF LIVE LOAD SEISMIC Ss =141 %g S1 =48 %g Soil Class "D" Use Group "I" Design Cat "D" 2.) ASSUMED 6 "- 3000psi CONCRETE SLAB ON GRADE ALLOWABLE SOIL BEARING = 1500psf 3.) ANCHORS: HILTI TZ BOLTS 4" EMBED PER ICC REPORT #1917 4.) ALL STEEL TO BE A36 UNLESS NOTED WIDE FLANGE BEAMS & CONN & BASE PL's Fy = 50 ksi COLUMNS Fy = 46 ksi ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES ALL BOLTS TO BE GRADE 5 UNLESS NOTED w/ WASHERS ON BEAM CONNECTIONS 5.) DECK TO BE 1 -1/8" PLYWOOD RATED 2 - - LAID PERPENDICULAR TO JOISTS #12 TEKS 12 "oc TO ALL BEAMS & JOISTS eliwt. EQUIPMENT ROUNDUP AND MANUFACTURING 1709 NE 146th • VANCOUVER, WA. 96655 • PHONE (360) 576 -1171 • Fax (360)576 -1201 http: / /www.equipment- roundup cam DESIGNED BY: OTHERS DRAWN BY: J.NIELSEN CHECKED BY: APPROVED BY: SIZE D 6 -29 -07 8-9-07 SHEET O1 OF EB SB 3 1 W16x31 CUSTOMER: SAFEWORKS 365 UPLAND DR SEATTLE, WA 98188 TITLE: MEZZANINE FRAMING PLAN JOB No.: EP* 1201 LENGTH FT. IN. DISTRIBUTED BY: ENGINEERED PRODUCTS DRAWING No.: REMARKS F;;;;;; 70 () k 4 _ 1 S2 PI STORAGE BENCH TRAINING SERVICE AREA MAINTENANCE PARTS ROOM CRATING SEATTLE BRANCH UNUSABLE PE PLATFORM & ELECTRICAL PALLET RACKS DAVIT ASSY STEEL WELD RAW MAT'L PROCESSING UNUSAB STORES UNUSAB ROOF HATCH AND SERVICE CENTER TO BE S GRIEF TO BE RECEIVED SHIPPING & RECEIVING QA OFFICE EXIT LIGHT 7 - EXIT LIGHT EXIT LIGHT DRAWING RACK EXIT LIGHT OFFICE (1) NEW 8' X 4' OFFICE (2) BASKET ASSY SKIRTING CAB I FOAM MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be leSs,than 1 foot- candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... Powertaimber THIS DRAWING IS THE PROPERTY OF SAFEWORKS, LLC. AND IS NOT TO BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF SAFEWORKS, LLC. A Division of 365 UPLAND DRIVE SEA DRAWN BY CSG ENG 1)0/t- 351 SafeWorks, LLC TTLE, WASHINGTON 98188 DATE 6/16/06 SCALE NTS MATERIAL: TITLE DRAWING NUMBER • CORRE SHOP RE-ORGANIZATION RECEIVED NOV 1 3 2007 PERMIT CENTER 3 OF 4 PIA N s 9 -8 -D7 EQtJIPh E LOCAI(CN EIEN OZ / MOM *L� Or OMOILOS L3 1 X3 "X3 /8 O' -3" W /(1) 1/2"0 BOLT 3/8" CLOSURE PLATE FF AT CENTER OF OVERLAP 3 SIDES TYP. EITHER SIDE 1 /8 r 2 OF RADIUS \-ANCHOR STAIR STRINGERS TO (E) CONC SLAB 1 1/4" SCHED 40 PIPE 8X11.5 STRINGERS C8)(11.5 STRINGERS 11106* TREADS 6.67" CLOSED RISERS HANDRAIL 0 4f ABOVE TREAD GRIPRAIL 0 34" ABOVE TREAD EXTEND 12" BEYOND TOP EXTEND 23" BEYOND BTM 4 X3" ENDPL W /(2) 1"0 BOLTS C8X11.5 STRINGERS 11"X36" TREADS 6' RISERS TRANSITION STAIR UBC STAIRWAY GUARDRAIL 0 36" ABOVE IREAD NOSING EQUIPMENT ROUNDLP AW MANUFACTURI 11 0911 E 1 • V al 4E fj WA A2665 pH W E p60 ) 5764t71 Far 66c9.57.5 1201 Mg/Adm. Eq apie rt -rcu td ip co m A piorso ere .�... V2 1 '— o " Ism D parr Istmt 87142- 41SDWG e SAFEWORKS 8 - 9 - '47 366 UPLA Am D R SEATTLE, WA 9$1 Vie MEZZANINE PRAWN? PL(04 4011 p�: N DISTRIBUTED SY EMINEERED PRODUCTS CIT RECEIVED UKWILA OCT 2 6 2007 PERMIT CENTER EP1201 STAIR DET.