Loading...
HomeMy WebLinkAboutPermit D09-149 - REISHLING PRESS - ROLL-UP FIRE DOORREISHLING PRESS INC 3311 S 120 PL D09 -149 Cityqif 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 Parcel No.: 1023049069 Permit Number: D09 -149 Address: 3311 S 120 PL TUKW Issue Date: 08/14/2009 Suite No: Permit Expires On: 02/10/2010 Tenant: Name: REISHLING PRESS INC Address: 3311 S 120 PL , TUKVVILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: RANDY MORGAN Address: 1326 FIFTH AV, STE 500 , SEATTLE WA 98101 Phone: 206 342 -0114 Contractor: Name: CARROLL CONSTRUCTION INC Address: 507 WESTLAKE AVE N #200 , SEATTLE, WA 98109 Phone: Contractor License No: CARROCI055LO DESCRIPTION OF WORK: INSTALLATION OF 2 HOUR ROLL -UP FIRE DOOR BETWEEN SUITES 120 & 125 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** • Expiration Date: 06/01/2011 Value of Construction: $25,000.00 Fees Collected: $893.19 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VN Occupancy per IBC: D09 -149 Printed: 08 -14 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o0Tukwila � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: littp://www.ci.tukwila.wa.us Permit Number: D09 -149 Issue Date: 08/14/2009 Permit Expires On: 02/10/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 1 Date: O I 14 i01 I hereby certify that I have read and ex. -d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wi hether specified herein or not. The granting of this pe . 't does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the A •' .. of w9yk. I arryyuthorized to sign and obtain this development permit. Signature: Print Name: doc: IBC -10/06 R & W Date: 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. D09 -149 Printed: 08 -14 -2009 Parcel No.: 1023049069 Address: Suite No: Tenant: 3311 S 120 PL TURIN REISHLING PRESS INC 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: D09 -149 ISSUED 07/30/2009 08/14/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D09 -149 Printed: 08 -14 -2009 • 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 15: Door installation to comply with NFPA 80, Standard for Fire Doors and Other Opening Protectives. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -149 Printed: 08 -14 -2009 Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Print Name: 74 66/ 44/7 doc: Cond -10/06 D09 -149 Date: • ti3// V 0 ordinances governing or local laws regulating Printed: 08 -14 -2009 Name: Randy Morgan 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 SITE LOCATIC I Site Address: 3311 South 120th Tenant Name: Reishling Press Inc Mailing Address: 1326 Fifth Ave., Suite 500 E - Mail Address: Randym@burgessdesign.net Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: Randy Morgan E - Mail Address: Randym @ burgessdesign.net Company Name: Engineers Northwest Mailing Address: 6869 Woodlawn Ave NE Contact Person: Henry Pangelinan E -Mail Address: 14:\Applications \Forms-Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Building P Ij Mechanical umbinj Public Way roject Na. (For 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 ** it1 King Co Assessor's Tax No.: 102304 9078 - Suite Number: 125 Floor: 1 City New Tenant: ❑ Yes m ..No Property Owners Name: Mailing Address: State CONTACT fog o do w e contact when you ady to Day Telephone: (206) 342 - 0114 Seattle WA City State Fax Number: (206) 587 -7122 GENERAL CONTRACTOR INFORMATION - (Contractor information for Mechanical (pg 4) for Plumbing and Gas P g (pg 5 ) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD All plans must be wet stamped by' Archi t et of Record Company Name: Burgess Design Mailing Address: 1326 Fifth Ave., Suite 500 Seattle WA 98101 City State Zip Day Telephone: (206) 342 -0114 Fax Number: (206) 587 -7122 All plans mu be et ENGINEER OF RECO mped by Engineer of Record Seattle City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip 98101 Zip Zip WA 98115 Zip Page 1 of 6 BUILDING PERMIT INFORI'ION 206 Valuation of Project (contractor's bid price): $ 25,00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Installation of 2 hour roll - up fire door between suites 120 & 125 Will there be new rack storage? ❑ Yes Pr de All Building Are n Square Footage Floor Floors en Bas or ctt Acc A ched Garage Detached Gara Attache Ca Detached Carport Covered eck Uncovered Deck nor Rem Addition to Existing Structure Type of I truction per IBC VN Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [i No 1f "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. N:\Applications \Forms - Applications On Line \2009 Applications \1-2009 - 'ennit Application.doc Revised: 1 -2009 hh 0.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 ICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). �3 z' '5 m' AUS. 5 - ri.e. WA .78115) Cit I HEREBY CERTIFY THAT I HAV D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TH`'OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O' " • O' GE Signature: Date: 7' 3 Co ' Print Name: J'?Ab.►DAGL A • AoRhild Day Telephone: ZO. 3 4L' O Mailing Address: Date Application Accepted: 0%, 77 0 D H:\Applications \Fors- Applications On Line \2009 Applications \I-2009 - Pennit Application.doc Revised: 1 -2009 bh Date Application Expires: bl� v l 6 � State Zip Staff Initials: V� Page 6 of 6 Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: REISHLING PRESS INC Receipt No.: R09 -01194 Initials: User ID: Payee: JEM 1165 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 BURGESS DESIGN, INC. • City of Tukwila TRANSACTION LIST: Type Method Descriptio Amount Payment Check 009149 893.19 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT Total: $893.19 • Permit Number: D09 -149 Status: PENDING Applied Date: 07/30/2009 Issue Date: Payment Amount: $893.19 Payment Date: 07/30/2009 02:20 PM Balance: $0.00 538.60 350.09 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -30 -2009 Project: S t k ‘, /9tee-..- Type of Inspection: e Add of ss Date Called: Special Instructions: Date Wanted: a.m. P.m. Requeste f 1. Phone N°414 —c...7a—r te- -5 INSPECTIQN RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , T . alp 1 ? PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1)194614- /saw 77 CvA „fOrriv ,au . ❑ $60.00 EINSPECTIONflEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Ins ection: /- /Ji/_ '� 0J (x7k rib c.G J/ I A T e Sicar l .),j,c_. ,)R ,,-, .6.�ii. 5; h's 1.„occZuJP 17 , /,' � A v7� -. (_A- ,`'\ jar A sleet ! / s ) f4` ► �` s P e -c� t1 n /1 Pf T &( / l g r , 911 1 - A / .. J' o J ' Se_.? a/. k IL . Requester: D . J ( � 5 , ^s FE U„ J" t..s ; Lie ) 4 A P , -1l pn 6-0A,v, j A - -t t.. 57 51/( A- `" E,,,hL L " f d,4 5 l) a C- A `1 t e i ‘`'0 1 rl ") p . Jr ./ cA r'1 /36 .' l L.'� r, � t'_ 9 / . • Proj? Ke /5 AistiC 72r- s Type of Ins ection: /- /Ji/_ Address: 3// S /26 PL. Date Called: Special Instructions: �r � C,3 Co Date // / 5- 6m, Requester: Phone No: o1O - O— g jy89 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspe 7S A J Dat,: 4 4) Receipt No.: Date: Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :Jl Project: R, P.1_ Type of Inspection: FRAn 0 1n/C, Address: e V>l1 S 1.2_a Pi_ Date Called: Special Instructions: Date Wanted: q — 2 ; - OS a.m. Requester: Phone No: .2060- S!O — C9L,9 DOS - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $60.0d EINSPECT N FEE tQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Project: Pre CS Typ of Inspection: F } h 4 - - Address: 3 Suite #: 3 ii S /410 P1 > >S Contact Person: _ Special I ctions: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word/Inspection Record Form :Doc 1/13/06 INSPECTION RECORD Retain a copy with permit the City of Tukwila Finance Department. Call to schedule a reinspection. Dog - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Corrections required prior to approval. COMMENTS: r door cam. r a I Inspector: 4. --% J I Date: //-/ //-/ l Hrs.: a r . , LI $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D: Form F:P. 113 November 10, 2009 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Seattle, Washington 98188 -2544 Project: RPI Fire Door Permit Number: 1509-149 Address: 3311 5. 120 Place, Tukwila Job Number: 09 #0490 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 12' Structural steel erection Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Email c: Carroll Construction, Inc. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED NOV 12 2009 QQMMUNITY Qe6©PNT Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 104873 Project: Address: Client: Inspector and Date RPI Fire Door 3311 South 120 Place, Tukwila Carroll Construction, Inc. Copies to: X Client/Contractor X Engineer X Owner X Building Dept. X Architect CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: Remarks Welds and workmanship appear to conform. D09 -149 09 -0490 PO Box 21, Mercer Island Don Schwindt Performed visual weld inspection of door frame members as per details S1 /B and C at grid C 9/23/2009 between lines 3 and 4. Welding was performed by certified WABO welder Christopher J. Stevenson (WABO #W08546, expires 1/1/2010), using the SMAW process. Reference Standard(s) Used: AWS D1.1 Others Technical Responsibility: W P Walter n Project Manager a ter C. ansen, rolect Manage This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Fonn No.: ADM1N -63 -02 (Rev 11/08) PS CS AS MS TS 7° 8" 8° 8" 8" Model SL .'`; Lee°pY :. FIRE DOORS SPECIFICATIONS gthimiNiti82o • CSFM Listing No. 3515- 1587:100• MAXIMUM SIZE CLASSIFICATION LABEL RATING CURTAIN BOTTOM BAR GUIDES BARREL BRACKETS HOOD OPERATION RELEASE LOCKS FINISH WARRANTY COMMON OPTIONS S S -label for air-leakage rated "smoke" doors FM Approval on doors fire rated up to 4 hours Vision windows Keyed handle release (for chain & crank operator) Flame baffle Easy -Reset PLUS' Auto-Reset", "Auto-Reset PLUS" and failsafe time delay releases Audible, visual and voice warning devices OTHER OPTIONS • Heavier gauge slats • UL listed brush seals (included with S- label) • Sloping or irregular shaped bottom bars • Galvanized or powder coat finishes LAWRENCE ROLL-UP DOORS, INC:. 14 ft. wide, 14 ft. high 8'w x 10'h • w assmaissawslemosimme Underwriters Laboratories Clapsjf)ad (.U.(,).and Certified for Canada (c-UL), California State Fire Marshal Listed (CSF 4J n UL/c -UL Fire Door Label to 12 ft. wide, 12 ft. high, 120 sq. ft., ULJc-UL Oversize Door Label on lamer sizes (GSM. Fire rated up to 3 hours on interior or exterior masonry or non - masonry walls 1 1/2 hr for 2 hour W Interlocking 22 gauge galvanized steel Type 'C' curved scats with endlocks riveted to alternate slats PERMIT CE hrr Two 1/8" steel angles min. Formed 12 gauge steel U -channel guides and 3/16" steel wall angles bolted together and to wall with 3/8" fasteners 24" apart 4 1/2° min. steel pipe and solid steel shaft with sealed bearing and torsion spring(s) designed for 10,000 operating cycles 3/16" min. steel plates with sealed bearing on operator side and external tension adjustment wheel 24 gauge galvanized steel Push -up to 10 ft. wide and 8 ft. high, "Easy - Reset" chain operator on larger doors NOTE: "Easy-Reset" chain, crank and motor operators have an internal release and governor with an average closing speed of 9" to 12" per second and eliminate the need for traditional mechanical reset. Fusible link activated single -side release, governor controlled descent with average closing speed between 6" and 24' per second Slide locks on coil side of bottom bar Baked -on primer and top coat on slats and hood - tan opposite coil side /off -white coil side, shop painted black primer on bottom bar, guides and brackets One year limited warranty (excluding finish) CURTAIN & BOTTOM BAR DETAILS GUIDE DETAILS Type 'C' Curved Slat Type 'Z Guide PUSH -UP MODEL: SLFP C'""1 Type 'E' Guide CLEARANCES (typical face mount door shown) DOOR 1 1/7 V + 1•–{ —{PSI ynDTH ICI Tension , I i I I wheel with 0. / LI Hood j; wheel whh CHAIN HOIST release MODEL: SLFC Curtain II, 1101 N i! V for doors to 10 ft. high is 13" 'V for doors over 10 ft. high is 16" ('V' dimension includes = - . = . expa Type F Flat Slat (push only) Bracket Guide Between Jamb Gu de 'CO i ;.. 10' h i g h ) T APP 'i ,�) 'L 31/2' PUS 0 6 2009 MOT C i'. of Th R QQ • r •/.11 11/2' RATOR 14' M Qo 2008 Lawrence Roll -Up Doors, Inc. Lawrence Roll -Up Doors, Inc. reserves the right to change specifications without notice. Refer to Standard Specifications sheets (available upon request) for Steel Angle Bottom Bar Tube Mount Guide • • • •uct n,.. ,.,., 0 0 2009 V +1' 24' 1 — MS r 1 � w Ta o i/ Ir jj.fi, affa so: eMdotnl ft( sit GENERAL NOTES: __ J 4 Clearances are based up • n standard do • • nstruction. - educed clearances may be available. Some options may require A./A4 additional clearance. Shop • rawings for specific appli : io are available. Consuh factory for any Info atlo / not ��, s yyy h ��� o/wt n. vailable as an option # Add 7 for ° : _ - eset P • r Auto-Rase ► Ir/yVh 4525 Littlejohn Street • Baldwin Park, CA 91706 °' SL-sV (626) 869-0837 • Toll Free (866) 939 -3399 • Fax (626) 869-0841 Pw •UV Ot\tic,, www.lawrencedoors.com 17c Door Width "W" TS PS CS AS MS T o 8' " 6° 6° 6" 6" 6" Over 8' to 12' 61/2° 61/2° 61/2" 61/2" 61/2° Over 12' to 14' 7 1/2° N/A 7 1/2" 71/2" 71/2" LAWRENCE ROLL -UP UOORS, INC_ 1 1 3 " � V + 1" 1 1/2" CHAIN OPERATION V +1 " 14 ,E 15" — ©2008 Lawrence RoIWp Doors, Inc. PUSH -UP OPERATION (To 10' wide, 8' high) Left hand operation is as shown - right hand operation is opposite Elevation and section shown are for typical face mount doors OPPOSITE COIL SIDE 1 1/2" 14 " V T Face Mount E -Guide (Non - masonryJambs) Between Jamb Mount GUIDE DETAILS Face Mount Z - Guide (MasonryJambs) Tube Mount (Optional) CURTAIN & BOTTOM BAR DETAILS C-Slat 31/4" x 9/16" F-Slat 2 1/8" x 9/16" (Optional) Steel Angle Bottom Bar CRANK OPERATION (To 14' wide, 10' high - *- - V+ 1" -- 14" 15" --- Model SL Fire Doors W HOOD CURTAIN c: ROTTOM BAR`m i *ADD 2" FOR EASY -RESET PLUS ", "AUTO- RESET" AND "AUTO -RESET PLUS" CHAIN, CRANK, AND MO �Ri vrca Lawrence Roll -Up Doors, Inc. reserves the right to change specifications without notice or obligation. MOTOR OPERATION TENSION ADJUSTING WHEEL (W/ RELEASE FOR PUSH -UP OPERATION) GUIDE OUTLINE OF WALL ANGLE W/ Z -GUIDE SLIDE LOCK —24" For Between Jamb Mount, add 1/4° to dimensions. "Use next category for 4-hour rated doors. V Bracket Size Dimensions) D 14,0ndudes titie� • e)• 0 ■ ■ ■ i ■ ■ ■ ■ ■■ R 10' =NE.. ie 8 ' ■ririri■ ■ H E 8 ' I 4 , G 7 H T 0' CLEARANCES minimmomm ■ ■ ■■ 12 1/2" ■■■■ am ow mommilim .....eta......■ ■..........m.n ai ai al. ai ai al ai al o m is a 2' 4' 6' 8' 10' 12' 14' DOOR WIDTH V 121/2" 1 16" T 3° 3" 3 1/2° GENERAL NOTES: Clearances are based upon standard door construction. Some options may require additional dearance. Shop drawings for specific applications are available. Consult factory for any information not shown. SL -9/08 Toll Free (866) 939 -3399 www.lawrencedoors.corm Fax (626) 869 -0841 LAWRENCE ROLL -UP UOOFlS, INC. Model SL Fire Doors STANDARD SPECIFICATIONS UL File No. R2820 CSFM Listing No. 3515 - 1587:100 PART 1 GENERAL 1.01 SUMMARY A. Model SL Fire Doors shall be manufactured by Lawrence Roll - Up Doors, Inc. 1.02 SYSTEM DESCRIPTION A. Doors shall be designed for 10,000 cycles usage. B. Doors shall be for use on openings up to 14' -0" wide and 14' -0° high. 8 X 10'H C. Doors shall be fire rated up to 3 hours for installation on walls of masonry or non - masonry construction. 1 1/2 hr rated or 2 hr wall 1.03 QUALITY ASSURANCE A. Doors shall be Underwriters Laboratories classified (UL), Underwriters Laboratories certified for Canada (c -UL), and listed by the California State Fire Marshal (CSFM). Doors to 12' -0" wide, 12' -0" high, 120 sq. ft. shall be provided with a UUc-UL label. Larger doors shall be provided with a UUc-UL oversize door label. 1.04 WARRANTY A. Doors shall be warranted against defects in workmanship and materials for one year from date of shipment, provided designed cycle life is not exceeded. Factory finishes are excluded from warranty. PART 2 PRODUCTS 2.01 MATERIALS A. Curtain shall be assembled from interlocking Type C (3 1/4" x 9/16 ") curved slats, roll- formed from 22 gauge galvanized steel strip. Endlocks shall be riveted to ends of alternate slats. B. Bottom bar shall be formed by two 1 1/2° x 1 1/2" x 1/8° minimum steel angles bolted together and attached to bottom of curtain. Provision shall be made for thermal expansion at assembly bolts. C. Guides shall be 12 gauge minimum formed steel channels, sized to retain curtain, bolted to 3/16° minimum structural steel wall angles, sized to support door. Guides shall be assembled and attached to wall with 3/8° minimum bolts no more than 24" on center. Provision shall be made for thermal expansion at assembly and wall bolts. Removable curtain stops shall be provided. D. Barrel shall be 4 1/2" minimum diameter steel pipe, sized to contain counterbalance assembly and support curtain with a maximum deflection of 0.03" per ft. of width. Counterbalance assembly shall consist of torsion spring(s) and fittings mounted to a continuous cold finished steel shaft. Grease packed sealed bearings shall be used to support each end of counterbalance assembly. Spring tension shall be adjustable by adjusting wheel outside bracket. E. Brackets shall be 1/8" minimum steel plates bolted to wall angles. Plates shall be sized to support curtain and barrel and provided with 1/8" flanges for hood attachment. Bracket on operator side shall be fitted with a grease packed sealed bearing. F. Hood shall be formed from 24 gauge galvanized steel sheet with top and bottom reinforcements to reduce deflection. Intermediate support shall be provided on doors over 13'-6" wide. G. Operation of doors shall be as follows: PUSH -UP on doors to 10' -0" wide, 8' -0" high with 22 gauge slats 'EASY-RESET" CHAIN OPERATOR (on larger doors) with hand chain to open door and pull cable to close door, designed for automatic dosing without a loss of spring tension, reset by reconnecting fusible link cable and reopening door [option on doors with push -up operation]. "EASY- RESET" CRANK OPERATOR (on doors to 14' -0" wide, 10' -0" high) with removable handle to open door and pull cable to close door, designed for automatic closing without a loss of spring tension, reset by reconnecting fusible link cable and reopening door [option on all doors]. "EASY- RESET" MOTOR OPERATOR designed for automatic closing without a loss of spring tension, reset by reconnecting fusible link cable and activating open control [option on all doors]. NOTE: For ease of drop -test and reset, Easy - Reset" chain, crank or motor operator is recommended on all doors. H. Release for automatic closing of doors shall be thermally activated by 165 deg. F. fusible links. Doors shall be reset with a single -side release. A governor shall be provided to control the rate of descent. Average closing speed shall be approximately 9° to 12° per second, but no less than 6° nor more than 24° per second per the requirements of NFPA -80. I. Locking shall be by slide locks on bottom bar of push -up, chain hoist and awning crank operated doors. NOTE: Motor operators provide self - locking gear reduction - if slide locks are required on motor operated doors, guide mounted electrical interlocks are recommended to prevent opening door with locks engaged. 2.02 FINISHES A. Galvanized steel slats and hood shall have a baked -on primer and polyester top coat (tan color opposite coil side, off-white color coil side is typical — colors may be reversed). Steel bottom bar, guides and brackets shall be shop painted with a black color rust- inhibiting primer. PART 3 EXECUTION 3.01 INSTALLATION A. Doors shall be installed in accordance with Lawrence Roll - Up Doors, Inc. installation instructions and NFPA - 80. 3.02 FIELD QUALITY CONTROL A. Doors shall be tested for proper operation and full closure at time of installation. A written record shall be maintained. 3.03 SCHEDULES A. Doors shall be maintained, inspected and tested in accordance with NFPA -80. Brackets I j denote an available option. Lawrence Roll -Up Doors, Inc. reserves the right to change specifications without notice or obligation. © 2008 Lawrence Roll -Up Doors, Inc. SL -11/08 LAWRENCE F20LL -1./P I7O0FiS, INC. Finishes Model SL Fire Doors AVAILABLE OPTIONS UL File No. R2820 CSFM Listing No. 3515- 1587:100 FM Approved Classification FM Approved (includes flame baffle inside hood) UL or FM S -label for air leakage rated smoke doors (includes UL listed brush guide and header seals and field installed UL recognized heat resistant caulking) Rating 4 -hour fire rating Windload Designs to withstand specified windloads for doors on exterior openings Mounting Between-jamb mounting (includes filler angles) Under lintel mounting (includes fascia) Face of wall or between jamb mounted, or guides and brackets attached directly, to independent support tubes, either exposed in front of, or concealed inside of, rated wall construction Curtain Heavier than standard gauge Type C slats (20 gauge maximum) Type F (2 1/8" x 9/16 °) flat slats (22 or 20 gauge) Vision lites of single or multiple (16 maximum) 4° x 1" cut -outs spaced at least 2 1/2" apart, covered with UL classified glazing material (available with Type F slats) Bottom Bar I Vinyl bottom seal to reduce smoke and air infiltration I Sensing edge to stop or reverse closing of a motor operated door upon contact with an obstruction Sloping bottom bar for non -level sills (1/2° per foot of width maximum slope) Guides UL Listed brush seals to reduce smoke and air infiltration (Type F slats recommended) Hood & Covers Heavier than standard gauge hood (20 gauge maximum) UL Listed brush header seal, field installed, to reduce smoke and air infiltration between wall and curtain Flame baffle inside hood, activated by fusible link, to close area between hood and curtain when door is closed Fascia to close area behind brackets when no wall or fire barrier is present End caps to enclose operating or tension brackets (recommended when bottom of coil is less than 8 feet above the floor and required to protect mechanisms on doors mounted to the exterior of a building) Motor cover (recommended on motor operators less than 8 feet above the floor or on the exterior of a building) Operation Keyed handle release to close and test chain or crank operated doors and prevent unauthorized use (requires field installed conduit from enclosure to operator mounting bracket to conceal pull cable) "Easy-Reset PLUS" chain, crank and motor operators, designed for detector /alarm activated and failsafe closing upon a loss of power through the operator's internal release and governor — to reset, clear alarm /restore power, reconnect fusible link cable, and open door Auto - Reset" chain, crank or motor operators, designed for detector /alarm activated and failsafe closing upon a loss of power through the operator's internal release and governor — to reset, clear alarm /restore power and open door "Auto-Reset PLUS" motor operator, designed for detector /alarm activated motor controlled closing if power is present, or failsafe closing upon a loss of power through the operator's internal release and governor — will stop upon sensing an obstruction while closing and continue closed when the obstruction is removed if power is present, or will close through the internal release and governor if no power is present — to reset, clear alarm /restore power and activate open control (requires door be provided with an electric sensing edge) NOTE: "Easy-Reset PLUS ", "Auto-Reset" and "Auto-Reset PLUS" operators require connection to a 24vac/vdc detector /alarm; "Easy -Reset PLUS" and Auto-Reset" chain and crank operators require connection to a 115vac power source ,alvani7ari Steal hnttnm hat, guides and hrarketa Powder coated steel slats, bottom bar, guides and hood Closing Systems Failsafe time delayed release for detector /alarm activated and failsafe closing upon a loss of power through release of the fusible link cable (not required with "Easy-Reset PLUS" chain and crank operators, "Auto-Reset" or Auto -Reset PLUS" operators) Audible, visual and voice warnings prior to automatic closing Photo - electronic smoke, ionization and heat detectors At options may not be available on all doors. Other options may also be available. SLO -11/08 Lawrence Roll -Up Doors, Inc. reserves the right to change specifications without notice or obligation. O 2008 Lawrence Roliup Doors, Inc. E1%ISTRUCTtJRAL ENGINEERS Engineers Northwest Inc., P.S. July 20, 2009 ENW Project No. 99- 149010 PILECOpy 9 pert" it Mo. p1 INTERGATE BUSINESS PARK 3311 120 Street Tukwila, WA 98168 STRUCTURAL CALCULATIONS FOR RPI TENANT IMPROVEMENT CODE: 2006 International Building Code (IBC) WIND: mph, Exposure C SEISMIC: S = 1.501 S1 = 0.518 Sips = 1.001 SDI = 0.518 Site Class D Seismic Design Category = "D" REVIEWED FOR CODE COMPLIANCE APP? 1 DVED AUG 0 6 2009 City of Tukwila BUILDING DWISION RECEIVED CITY Of TI IKINILA JUL n ''O9 PERMIT CENTER 01 w1 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.enwseattle.com n U Job # 199- 149 -0(o I Project Intergate East Overhead Garage Door WP SDS aP RP Ip z= h= 1.001 1 2.5 1 10 26 FP (( 0. 4* a *S /(R *(1 +2 *(z/h)) Fp= I 0.28336IW ASCE 7 -05 Eqn. 13.3 -1 Fp 1.6 *S *l Fp I 1.6016IW ASCE 7 -05 Eqn. 13.3 -2 0 F9 0.3 *S *I Fp I 0.3003IW ASCE 7 -05 Eqn. 13.3 -3 FP FP I 0.30031 600.61 Seismic Demands on Non - Structural Components lbs. ASCE 7 -05 Table 13.5 -1/ Table 13.6 -1 ASCE 7 -05 Table 13.5 -1/ Table 13.6 -1 Importance Factor feet feet W lbs. 'Importance factor (ASCE 11.5.1) I = 1 (IBC Tab.1604.5) , Seismic design category = D Building location Zip Code 98168 Latitude: 47.495 Site dass (A, B, C, D, E, F) D (If no soil report, use D) Longitude: - 122.299 Ss = 150.109 %g , S = 1.501 g , F = 1.000 S = . 51.809 %g , Smi = 0.777 g , F„ = 1.500 Sp = 1.001 g , S0 = 0.518 g ENW PROJECT # TA' PROJECT lhltrrfko , ok Ge 0 C SUBJECT 1A7U ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 X 14 k(, 'CO! Statk 0 64 t = 1.7; fcS ILC sJ (26' x 10) = ■3oo 0-1 C; 000 S. 4SIA ? sC DATE SHEET L OF By \/.1 C1.1 pootk = Goo. €7 -4$ ( 0.-4,00 • • 5 C:3 b6 (Co rISte\J C.7 0 0 " s toy, Co o 6 pk-P r6 , 0 „ Cok (#. (" •s, -3e,07,-- ?\ (-God, 8' Solution: Envelope GE 94149009 6 yt 2HR Overhead Garage Door 64 t#. July 23, 2009 at 4:30 PM 2HR Overhead Garage Door.r3d 1 N1 max 614.067 8 2085.475 1 640.836 9 0 1 0 1 0 1 2 min - 614.067 6 1205.107 6- 640.836 7 0 1 0 1 0 1 3 N2 max 614.067 8 2085.475 1 640.836 9 0 1 0 1 0 1 4 min - 614.067 6 1205.107 6- 640.836 7 0 1 0 1 0 1 5 N3 max 637.046 4 0 1 380.304 5 0 1 0 1 0 1 6 min -637.046 2 0 1- 380.304 3 0 1 0 1 0 1 7 N4 max 637.046 4 0 1 380.304 5 0 1 0 1 0 1 8 min - 637.046 2 0 1- 380.304 3 0 1 0 1 0 1 9 Totals: max 2498.253 8 4170.95 1 2038.361 9 10 min - 2498.253 6 2410.214 6 - 2038.361 7 'Company Designer Job Number GF 94149009 Envelope Joint Reactions Joint X rlb LC 2HR Overhead Garage Door Y rlb C Z rlb RISA -3D Version 8.0.0 [C: \...1... \... \...1...12HR Overhead Garage Door.r3d] July 23, 2009 4:30 PM Checked By: + LC MX rlb-ft l LC MY rlb-ft l LC MZ rlb-ft l LC Page 1 1 M1 1 max 2085.475 1 654.239 5 627.659 4 0 1 0 1 0 1 2 Column Column min 1205.107 6 - 654.239 3- 627.659 2 0 1 0 1 0 1 3 2 max 1956.523 1 654.239 5 564.414 4 0 1 4048.57 4 4443.918 3 4 min 1130.591 6 - 654.239 3- 564.414 2 0 1 - 4048.57 2 - X3.9.. 5 5 3 max 257.903 1 381.036 3 159.323 2 0 1 5414.356 4 5176.376 3 6 min 149.031 6 - 381.036 5- 159.323 4 0 1- 5414.356 2 - 5176.3.. 5 7 4 max 128.952 1 381.036 3 398.556 2 0 1 3519.673 4 2588.188 3 8 min 74.516 6 - 381.036 5- 398.556 4 0 1- 3519.673 2 - 2588.1.. 5 9 5 max 0 1 381.036 3 637.789 2 0 1 0 1 0 1 10 min 0 1 - 381.036 5- 637.789 4 0 1 0 1 0 1 11 M2 1 max 2085.475 1 654.239 5 627.659 4 0 1 0 1 0 1 12 min 1205.107 6 - 654.239 3- 627.659 2 0 1 0 1 0 1 13 2 max 1956.523 1 654.239 5 564.414 4 0 1 4048.57 4 4443.918 3 14 min 1130.591 6 - 654.239 3- 564.414 2 0 1 - 4048.57 2 - 4 5 15 3 max 257.903 1 381.036 3 159.323 2 0 1 5414.356 4 5176.376 3 16 min 149.031 6 - 381.036 5- 159.323 4 0 1- 5414.356 2 - 5176.3.. 5 17 4 max 128.952 1 381.036 3 398.556 2 0 1 3519.673 4 2588.188 3 18 min 74.516 6 - 381.036 5- 398.556 4 0 1- 3519.673 2 - 2588.1.. 5 19 5 max 0 1 381.036 3 637.789 2 0 1 0 1 0 1 20 min 0 1 - 381.036 5- 637.789 4 0 1 0 1 0 1 21 M3 1 max 499.468 4 - 907.044 6 1019.181 3 0 1 0 1 0 1 22 min - 499.468 2 - 1569.668 1- 1019.181 5 0 1 0 1 0 1 23 2 max 249.734 4 - 453.522 6 509.59 3 0 1 2006.512 3 3090.284 1 24 min - 249.734 2 - 784.834 1 - 509.59 5 0 1- 2006.512 5 1785.743 6 25 3 max 0 1 0 1 0 1 0 1 2675.349 3 4120.379 1 26 min 0 1 0 1 0 1 0 1- 2675.349 5 2380.991 6 27 4 max 249.734 2 784.834 1 509.59 5 0 1 2006.512 3 3090.284 1 28 min - 249.734 4 453.522 6 - 509.59 3 0 1- 2006.512 5 1785.743 6 29 5 max 499.468 2 1569.668 1 1019.181 5 0 1 0 1 0 1 30 min - 499.468 4 907.044 6- 1019.181 3 0 1 0 1 0 1 1 M1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 2 Column Column min 0 1 0 1 0 1 0 1 NC 1 NC 1 3 2 max -.001 6 .788 3 .789 2 0 1 413.597 3 413.372 2 4 min -.002 1 -.788 5 -.789 4 0 1 413.597 5 413.372 4 5 3 max -.002 6 1.048 3 1.095 2 0 1 311.062 3 297.888 2 6 min -.003 1 -1.048 5 -1.095 4 0 1 311.062 5 297.888 4 7 4 max -.002 6 .684 3 .756 2 0 1 477.01 3 431.428 2 8 min -.003 1 -.684 5 -.756 4 0 1 477.01 5 431.428 4 9 5 max -.002 6 0 1 0 1 0 1 NC 1 NC 1 10 min -.003 1 0 1 0 1 0 1 NC 1 NC 1 11 M2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 12 min 0 1 0 1 0 1 0 1 NC 1 NC 1 13 2 max -.001 6 .788 3 .789 2 0 1 413.597 3 413.372 2 14 min -.002 1 -.788 5 -.789 4 0 1 413.597 5 413.372 4 15 3 max -.002 6 1.048 3 1.095 2 0 1 311.062 3 297.888 2 1 M1 N1 N3 90 Column Column Tube A500 Gr.46 Typical 2 M2 N2 N4 90 Column Column Tube A500 Gr.46 Typical 3 M3 N5 N6 180 Beam Beam Tube A500 Gr.46 Typical Company Designer Job Number Member Sec GF 94149009 0 Member Primary Data Label I Joint J Joint Envelope Member Section Forces Axial lb LC v Shea lb Envelope Member Section Deflections Member Sec x in 2HR Overhead Garage Door K Joint Rotate de Section /Shane z finl RISA -3D Version 8.0.0 [C: \... \...1... \...\...12HR Overhead Garage Door.r3d] Jul 29, 2009 4:50 PM Checked By: ?- LC z Sh bl LC Toraueflb -ftl LC v v Momentflb.. LC z - Page 1 16 min -.003 1 -1.048 5 -1.095 4 0 1 311.062 5 297.888 4 17 4 max -.002 6 .684 3 .756 2 0 1 477.01 3 431.428 2 18 min -.003 1 -.684 5 -.756 4 0 1 477.01 5 431.428 4 19 5 max -.002 6 0 1 0 1 0 1 NC 1 NC 1 20 min -.003 1 0 1 0 1 0 1 NC 1 NC 1 21 M3 1 max 1.018 2 .003 1 1.004 5 3.479e -3 3 NC 1 NC 5 22 min -1.018 4 .001 6 -1.004 3 - 3.479e -3 5 NC 6 NC 3 23 2 max 1.018 2 .093 1 1.062 5 3.479e -3 3 1399.57 1 2155.516 5 24 min -1.018 4 .054 6 -1.062 3 - 3.479e -3 5 2421.999 6 2155.516 3 25 3 max 1.018 2 .129 1 1.086 5 3.479e -3 3 997.193 1 1535.805 5 26 min -1.018 4 .075 6 -1.086 3 - 3.479e -3 5 1725.675 6 1535.805 3 27 4 max 1.018 2 .093 1 1.062 5 3.479e -3 3 1399.57 1 2155.516 5 28 min -1.018 4 .054 6 -1.062 3 - 3.479e -3 5 2421.999 6 2155.516 3 29 5 max 1.018 2 .003 1 1.004 5 3.479e -3 3 NC 1 NC 5 30 min -1.018 4 .001 6 -1.004 3 - 3.479e -3 5 NC 6 NC 3 Company Designer GF Job Number 94149009 2HR Overhead Garage Door 0 Envelope Member Section Deflections (Continued) C) Member Sec x in LC v finl LC z in July 29, 2009 4:50 PM Checked By: 40 LC x Rotate (r... LC (n) Uv Ratio LC (n) L/z Ratio LC RISA -3D Version 8.0.0 [C:\... \... \... \... \...12HR Overhead Garage Door.r3d] Page 2 1 M1 HSS6X6... .251 9.906 3 .014 0 v 3 47423....16498... 27890_1 ...H 1 -1 b 2 M2 HSS6X6... .251 9.906 3 .014 0 y 3 47423.... 16498... 27890... 27890....1...H1 -1b 3 M3 HSS6X6... .232 5.25 3 .033 10.5 v 1 13633... 16498... 27890...27890....1...H1 -1b n Company Designer Job Number GF 94149009 Envelope MSC 13th LRFD Steel Code Checks 2HR Overhead Garage Door Jul 29, 2009 4:50 PM Checked By: ? Member Shaae Code Check Lo ft LC Shear ... Lo ft ... LC ahi'Pn.. ahi *Pn.. ohi *M... Dhi *M... Ean RISA -3D Version 8.0.0 [C: \... \... \...\... \...\2HR Overhead Garage Door.r3d] Page 3 PDA Powers Design Assist Version: V 1.1.1 Project data Company name: ENW Name of project: Intergate East Door Frame Name of project - engineer: Gary Fong Subject: Garage Door Frame Anchor Project description: Notes: Company name: ENW Project: intergate East Door Frame Project No.: 991490 go Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility! Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http: / /www.powers.com Date: 7/24/2009 Page: 117 Factored design loads N -2086 V 641 V -641 M 0.000 M 0.000 Muz 0.000 PDI Powers Design Assist° Version: V 1.1.1 Geometry and load Geometry (not full-scale) [in.] z View A t = 0.500 h = 2.502 Load [Ib], Eft-lb] N Company name: ENW Project: Intergate East Door Frame Project No.: 991490 1 6 Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http:llwww.powers.com View B m aa) Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility! 9 Date: 7/24/2009 Page: 2/7 Eccentric profile e = 0.000 in.; e = -4.250 in. PDA Powers Design Assist° Version: V 1.1.1 Calculations Selected anchor: Effective embedment depth: Nominal embedment depth: Approval: Design basis: Load distribution / resultant factored loads Summary: Anchor plate: Max concrete compressive strain: Max concrete compressive stress: Resulting tension load: Resulting compression load: Strength reduction factors: Steel strength: Concrete breakout /pullout: Company name: ENW Project: Intergate East Door Frame Project No.: 991490w Wedge -Bolt+ 1/2" (2.502) h = 2.502 in. hnom = "3.500 in. ESR -2526 (12/1/2008) Design method: Concrete: Loading combination: Seismic loading: Reinforcement: Stand -off installation: Oorrpn3ssion load Tension load 0.01 [%0] 56 psi 23 lb 2109 lb Verification Tensile force: Shear force: Interaction: Demand 23 lb 1578 lb Material: Length xwidth: Input plate thickness: Calculated plate thickness: Tensile force: Shear force: Tensile force: Shear force: O Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http: / /www.powers.com ACI 318 -05 (Appendix D) Normal- weight concrete, cracked, fc = 2500 psi taken from section 9.2 no no supplementary reinforcement to control splitting present no longitudinal edge reinforcement or <= #4 bar Condition B (D.4.4 / D.4.5) no stand -off Custom, f = 36000 psi 15.500 in. x7.000 in. 0.500 in. 0.472 in., OK = 0.65 = 0.60 (1)= 0.65 (ti= 0.70 Anchor No. #1 #2 Capacity 2186 lb 5207 lb Tensile force 0 lb 23 lb Status 0.01 < 1.0 0.30<1.0 OK 0.26 < 1.0 Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility Date: 7/24/2009 Page: 3/7 Shear force 1167 lb 578 lb Reference D.4.4a D.4.4c pin Powers Design Assist Version: V 1.1.1 Company name: ENW Project: Intergate East Door Frame Project No.: 99149010 Tensile strength determination Steel strength: N = 16800 lb (1)N sa = 4 * N sa = 0.650 * 16800 lb = 10920 lb Check: Nua / *N sa = 23 lb /10920 lb = 0.00 < 1.0 Concrete breakout strength: h of k Nb ANcO ANc W ec, N, x ec,N,y W ed,N wc,N ca,min C ac W cp, N cbg = 2.502 in. = 17 = k c * fc ,0.5 * hef = 17 * 50.00 * 3.958 = 3364 lb = 56.250 in. = 56.250 in. =1 =1 =1 =1 = 42.000 in. = 4.000 in. = 1 =41* (ANc /ANcO) * Wec,N,x * Wec * Wed,N * Wc * W cp,N * N b = 0.650 * (56.250 in. / 56.250 in. * 1* 1* 1 * 1 * 1 * 3364 lb = 2186 lb Check: N ua / 4N cbg = 23 lb /2186 lb = 0.01 < 1.0 Pullout strength: N p = 29651b (fc'/250()0.500 = 1,000 4N pn = 4,* (fc'/2500)0.50o • N = 0.650 * 1.000 * 2965 lb = 1927 lb Check: N ua / 4N pn = 23 lb/1927 lb = 0.01 < 1.0 Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility! Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http: / /www.powers.com Date: 7/24/2009 Page: 4/7 Reference D.5.1 D.5.1.2 D.5.2 D.5.2.2 D.5.2.4 D.5.2.4 D.5.2.5 D.5.2.6 D.5.2.7 D.5.2.1 D.5.3.2 /2_ PDA Powers Design Assist" Version: V 1.1.1 Shear strength determination Reference Steel strength (w /o lever arm): V = 7980 lb D.6.1 dVsa = (0* Vsa = 0.600 * 7980 lb = 4788 lb D.6.1.2 Check: Vua / 4 Vsa = 1167 lb /4788 lb = 0.24 < 1.0 Concrete breakout strength, dir. x +: l d c Vb A vco AVc W ec,V W a,V Wed,V Wc,V Wo Check: Company name: ENW Project: Intergate East Door Frame Project No.: 991490t = 2.502 in. D.6.2 = 0.500 in. = 32.000 in. = 7 *(I /d * do.s *f *c = 7 * 1.380 * 0.707 * 50.00 * 181.019 = 61822 lb D.6.2.2 = 4608.000 in. = 576.000 in. = 1 D.6.2.5 = 1 D.6.2.1 c = 0.962 D.6.2.6 = 1 D.6.2.7 =4)* (Avc /Avco) * Wec,v * Wa , V * Wed,V * Wc,V * Vb = 0.700 * (576.000 in. / 4608.000 in. * 1* 1* 0.962 * 1* 61822 lb = 5207 lb D.6.2.1 V / OV = 1578 lb /5207 lb = 0.30 < 1.0 Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility! Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http:l /www.powers.com Date: 7/24/2009 Page: 5/7 /3 PDA Powers Design Assist" Version: V 1.1.1 Warnings/Notes Company name: ENW Project Intergate East Door Frame Project No.: 99149010 Concrete pryout strength: h = 2.502 in. k = 17 Nb = k *f c , o . 5 *hef =17 *50.00 *3.958 =3364 lb ANco = 56.250 in. AN = 101.249 in. W ed N = 1 Wc,N = 1 ca,min = 42.000 in. W = 1 k = 2 / cp _ * ( ANc /ANco) * Wed,N * Wc,N * Wcp,N * Nb * kcp /n = 0.700 * (101.249 in. / 56.250 in. * 1* 1 * 1 * 3364 lb * 2 /2 = 4239 lb Check: V / (1)V = 1167 lb / 4239 lb = 0.28 < 1.0 Tensile force: N = 231b/21861b =0.01 Shear force: V„ / (N = 1578 lb /5207 lb = 0.30 Interaction: Check: (N /4N +V /4)V„)/1.2 =(0.01 +0.30)/1.2 = 0.26 <1.0 Fastening OK! Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility! Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http: /Iwww.powers.com Date: 7/24/2009 Page: 6/7 D.6.3 D.6.3.1 D.5.2.5 D.5.2.6 D.5.2.7 D.6.3.1 D.6.3.1 Interaction of tensile and shear forces Reference D.7.3 PD t Powers Design Assist' Version: V 1.1.1 Anchor plate Company name: ENW Project: Intergate East Door Frame Project No.: 99149010 Profile type: Rectangular hollow profile, HSS6X6X3 /16 Size of clearance hole: 0.563 in. Input plate thickness: 0.500 in. Calculated plate thickness: 0.472 in., OK Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, http: /Iwww.powers.com Date: 7/24/2009 Page: 7/7 n O / / 3.500 / 3.500 / 0 MI N co 0 O 0 U) N. f; \ 0 U) N N- \ \ \ Y Input data and results must be checked for agreement with the existing conditions, with national standards /guidelines and for plausibility I X DEPARTMENTS: Building ivis � S N //4- j• � 'Public Works Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documentshouting slip.doc 2 -28 -02 i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -149 DATE: 07 -30 -09 PROJECT NAME: REISHLING PRESS INC SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued A AA 4w c, 8 -1 Fire Prevention n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DATE: SJM Alja4 B -O9 Planning Division Permit Coordinator DUE DATE: 08-04-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n DATE: DUE DATE: 08-25-09 Approved ❑ Approved with Conditions Not Approved (attach comments) u Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY Et INDEMNITY 188965C 05/15/2002 Until Cancelled $12,000.0005/30 /2002 3 DEVELOPERS SURETY a INDEM CO 188965C 12/29/200005/15 /2002 $6,000.00 08/06/2001 2 DEVELOPERS INS CO 188965C 06/01/199812/29 /2000 $6,000.00 1 DEVELOPERS INS CO 188965C 06/01/1995 06/01/1998 $6,000.00 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&tI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company CARROLL CONSTRUCTION INC 2062328040 P.O. Box 21 MERCER ISLAND WA 98040 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601637832 ACTIVE CARROCI055L0 CONSTRUCTION CONTRACTOR 6/20/1995 6/1/2011 GENERAL UNUSED Business Owner Information Name CARROLL, KELLY J Role Effective Date 01/01/1980 Expiration Date Bond Information Insurance Information Insurance Company • Policy I Effective Expiration Cancel • Impaired Page 1 of 2 Amount I Received https: // fortress .wa.gov /lni/bbip /Detail.aspx 08/14/2009 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DEUVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES.. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE. A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL MTL - METAL ACT - ACOUSTICAL CEILING TILE N/A - NOT APPLICABLE AV -AUDIO VISUAL / NIC - NOT IN CONTRACT BLDG - BUILDING BOT - BOTTOM NTS - NOT TO SCALE OC - ON CENTER CAB - CABINET OFF - OFFICE CL - CENTER LINE . OPNG - OPENING CLG - CEILING CLR - CLEAR OVHD - OVERHEAD P - PAINT COL - COLUMN CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED PERIM - PERIMETER DEMO - DEMOLITION PERP - PERPENDICULAR DEPT - DEPARTMENT PLAM - PLASTIC LAMINATE DF - DRINKING FOUNTAIN DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED EA - EACH REF - REFERENCE EL - ELEVATOR REFR - REFRIGERATOR ELEC - ELECTRICAL REL - RELOCATE ELEV - ELEVATION REV - REVISION OR REVISED EQ - EQUAL RM -ROOM EQUIP - EQUIPMENT RO - ROUGH OPENING EXT - EXTERIOR RTD - RATED FA - FIRE ALARM SCHED - SCHEDULE FD - FLOOR DRAIN FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT SHT - SHEET FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR FFE - FINISH FLOOR ELEVATION SPEC - SPECIFICATION - FIN FINISH SPKLR - SPRINKLER FLUOR - FLUORESCENT SPKR SPEAKER FLR - FLOOR SQ - SQUARE FO - FACE OF _ FOIC - FURNISHED BY OWNER, INSTALLED ST - STD BY CONTRACTOR ST A N DARD FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - GLASS TEL - TELEPHONE OR TELECOM GWB - GYPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR TYP - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY VIF - VERIFY IN FIELD LF - LINEAR FOOT W/ -WITH MAX L - MAXIMUM WC - WATER CLOSET - WOO MDF - MEDIUM DENSITY FIBERBOARD W�0 - UT 1. PROJECT ADDRESS: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: F -1 (EXISTING) WITH ACCESSORY USED TO SUPPORT MAIN USE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 230 SQFT TOTAL APPROXIMATE SUITE AREA: SUITE 120: 44,682 SQFT / SUITE 125: 10,416 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: N/A NUMBER OF EXITS REQUIRED: 2, 4 EXISTING MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT DESCRIPTION: INSTALLATION OF 1 -1/2 HOUR ROLL UP OVERHEAD DOOR IN 2 HR WALL TENANT: GENERAL CONTRACTOR: REISHLING PRESS INC. (RPI) TBD 12720 GATEWAY DRIVE TUKWILA, WA 98168 PLUMBING ENGINEER: TEL: 541.953.1854 TBD - Bidder Design Build by G.C. ATTN: GARY HORSFALL MECHANICAL ENGINEER: ARCHITECT /DESIGNER: TBD - Bidder Design Build by G.C. BURGESS DESIGN, INC. 1326 - 5TH AVENUE, SUITE 500 ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. SEATTLE, WASHINGTON 98101 9 Y TEL: 206.587.7120 FAX: 206.587.7122 FIRE /LIFE SAFETY ENGINEER: ATTN: RANDY MORGAN TBD - Bidder Design Build by G.C. BUILDING MANAGER: SABEY 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 98168 LIFE SAFETY PERMITS UNDER SEPARATE TEL: 206.281.8700 SUBMITTALS. FAX: 206.281.0920 ATTN: SANDRA SUSKIC STRUCTURAL ENGINEER: ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 TEL: 206.525.7560 FAX: 206.522.6698 ATTN: HENRY PANGELINAN LEGAL D E S C R I P T I 0 N / PARCEL N 0 . LEGAL DESCRIPTION NE I OF THE SE I OF THE SE I OF THE SE I OF SECTION 9 AND GOVERNMENT LOT 15 AND SW I OF THE SW I OF SECTION 10, T23n., R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON PARCEL NUMBER 102304- 9078 -05 "-- FOR REVIEWED T J R E E T MAP DRAWING INDEX ODE COMPLIANCE APPROVED `DRAWING ISSUED AUG 0 6 1009 .. 9 �h 2s f o � s Duwariish River Hw f 599 / ( 31VO 16O /oC /co Cii of kwila BUILDING 'VISION GENERAL X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 PROJECT NOTES X G.0.2 SITE PLAN ARCHITECTURAL / INTERIORS - n S. 0 Q 1z4t` X A.2A.1 CONSTRUCTION PLAN -- v , Q STRUCTURAL X S.1 - ELEVATIONS, SECTIONS. NOTES, KEY PLAN ` � s +, M a; Q DEFINITIONS AND D I M E N S I O N S KEY PLAN F LO 0 R PLATE - 1 " 40 - " A. DEFINITIONS: ALL EXITS ARE EXISTING AREA OF WORK EXIT E EXIT 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: s�� 4 =r . A r t / ` F R ` u � y =c $ y z r ... .,:.:. w. .l .. "i . -. .,.; . .. , ,. ,.�:: ' �� ::. , x ;� � � .: r ;.t � ,.� ._ � ° ° ° 1 1 ° ° ° ° PI ° ° f j ' II ri i "' l l EXIT RECEIVED CITY 01= TUKWILA JUL ?02009 PERMIT ITCEN TER SYMBOLS ELEVATION REFERENCE SYMBOL SYM INDICATES FINISHED 1 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3 . MINIMUM DIMENSIO F ACCESSIBILITY CLEARANCES TY LEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. Q NTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF " r, FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM M THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES UNLESS OTHERWISE NOTED. ' 7. DOCUMENTS ARE DRAWN DIAGRA MATICALLY AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. I SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR a � F f x ° ° L A.06.XX R SHEET NO. D SECTION REFERENCE SYMBOL DETAIL IDENTIFICATION TITLE DRAWING TITLE GRAPHICAL SCALE 0 o a • Y . X I x ` ._ : q .- ..i .,... ....../ ... .. .:.. t.. :.....:: , . ... DTL DTL FLOOR ELEVATION SYMBOLS .... a ..n ... .. ... -... _ .l . .'c .. F.r.: _ t: . � ..:.......�.::..,,x.....:.._. :. . .:.: � .. � r ' . , Y . 0 92' +1 NOMINAL FLOOR ... ... ...� - x' ... .... .:<. w..r, -:... , n..,,'.::.a.: F..n...:r., .... ,.... .�.,...�. .:..: w :.__ >_..a ... „,.... �; :,. .� � , Y . .;; 4,. s = ° X < :,::, >., k w y � ,�- :,' .:.::: r.. � " �-' � �� ' •- .,.,aY .... 4 :._ - ,_ �_�:. , . _, ,..:, .. ao oa o!', ■■ ., , DETAIL REFERENCE SYMBOL DTL BUILDING ./ ELEVATION HEIGHT ABOVE BELOW ( / ) SPACE / ROOM ID . ,. :. ,� :: � . -.: i . - •- n ,...- . ' yG } ': ,' , � ..: . .._ Y.. - .�„ � �,ir° , , i a 1 � ,:,:_,,...,.�. - :..._... �: ;: � <_><.� , a... �. - ' - :. - r = `�` ,:,.�- ,. SHT � OFFICE SPACE NAME COLUMN A 0 R 1 1127 ND GRID LINE SYMBOL : �- SPACE NUMBER DIMENSION LINE: " DOOR O SYMBOL .- - _ . , ., e..: .,.. ., ;- ; � h,;::< ...:.:;. �1 -� >:' -. �. «:_�:>� ...:. _ � .�. , , ,: ,.. _ .. , ,.. -.: Y . _. -. �. .�. . ; :.._ � . .: r ... r... 5 �_. �_ . .. �� �< ..:. u � ;: �,. ,: :. ., ...... ........ .....: hx /K : : au., .. ::: Frrti�rPF®�P� _ : , ,n =:_- ... ! , . �a. > . ... DOCUMENT SHEET SYMBOL 0 O . ,. , .. �, ... `" _ '; .. .,,r,r_. . 4 .:...,.,, z _ ..%v.4 ........eox... r . r , z.. .rir,.:< - l X.. . t. v,. f....' ...,.�.Y. <,..,.n,......- ..tl. -., t..:..- ..:c_..,_,.. \r...� - = ' } 1: 3.. c,.,...rvo, ...,:: ...... „:,,.:.... <,.... ..v.. ..., . . :. .,. .. KEYED SHEET NOTES L ANGLE 0 GLAZING �+ wl © AT SYMBOL Q CENTERLINE A SEPARATE PERMIT T REQUIRED FOR: ii Mechanical Electrical Plumbing Gas City of Tukwila BUILDING DIVISION 4. -f- REVISION NUMBER REVISIONS [ II No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 A Tenant Improvement for: RPI INTERGATE BUSINESS PARK 3311 120th Street Tukwila, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Scittle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 FILE COPY Permit No. PO 14 PP Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or o l 1 i nance. Receipt of approved , 1111. BY Drawn by: MK I . : Professional seal idi 80 21 VZ STERED 400 No. Issue Description Project No: 09- 0140 -00 City Of lbkwtla BUILDING DMSION RANDALL A. MORGAN STATE OF WASHINGTON A EXPIRATION DATE: 10 AUG 09 Reviewed' by: RM Date PERMIT/ CD SET 07/30/09 5 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBUGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & UFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIAUZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT UMITED TO SPRINKLER MODIFICATIONS, ARE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND DOT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHrTECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK DMSION VIII DOORS AND WINDOWS 08210 - WOOD DOORS 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBIUTY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBUES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL • RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 08810 - GLASS DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEMNG CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPUCABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPUCABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBUES AND MATERIALS. 09500 - CEILING SUSPENSION SYSTEMS. 09650 - RESILIENT FLOORING 09680 - CARPET 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS DMSION XV - MECHANICAL 15400 - PLUMBING 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYS I LM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY UGHTING, EXIT SIGNS, ARE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL 6. DESIGN BUILD ARE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. REVIEWED FOR CODE COMPLIANCE A PPROVED A UG 06 2009 C ity of Tukwila BUILDING DIVISION 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF Sri] LM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPUCABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER UNE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPUED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPUCABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH . FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSItM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND UGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUTr, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING D09- I y 9 CITY of TUK MLA JUL 3 0 2009 PERMIT CENTER A Tenant Improvement for: RPI INTERGATE BUSINESS PARK 3311 120th Street Tukwila, WA 98168 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite S00 . Seattle . WA 98101 TEL; 206.587.7120 FAX:206. 587.7122 NI reproduction & intellectual property rights reserved c 2009 AZ I i00. t ECT DALL A. MORGAN STATE OF WASHINGTON Professional seal 8021 EXPIRATION DATE: 10 AUG 09 No. Issue Description PERMIT/ CD SET Drawn by: MK Reviewed by: RM Project No: 09- 0140 -00 PROJECT NOTES Date 07/ Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 8' AREA OF WORK D\C2 I!/,189 S.F. \KU 16' 24' SITE PLAN NOT A LEGAL SURVEY ■■ 1/8" = 1'- B" R EVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 6 2009 City of Tukwila BUILDING DIVISION Dog - iLl 9 RECEIVED CITY OF TUKWILA JUL 3 0 2009 PERMIT CENTER A Tenant Improvement for: RPI INTERGATE BUSINESS PARK 3311 120th Street Tukwila, WA 98168 burgess design I interiors p architecture 1326 Firth Avenue Suite 500 . Scuttle . WA 98101 TEL: 206.587.7120 FAX :206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal No. Issue Description PERMIT/ CD SET Drawn by: MK Reviewed by: RM Project No: 09- 0140 -00 SITE PLAN EXPIRATIJN DATE: 10 AUG 09 Date 07/ Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 SYMBOL LEGEND -_1--__.--z f EXISTING CONSTRUCTION TO BE REMOVED I I EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, LION 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PART111ONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, LION. GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— RETARDENT TREATED WOOD. KEYED PLAN NOTES 10. DEMO PORTION OF EXISTING WALL NM r MN NMI IMO NMI r r r te. war H Cam;. CONSTRUCTION PLAN 0 0 0 0 1/16" = 1'- NEW F -1 OCCUPANCY FOR ELECTRICAL, MECHANICAL AND LIFE SAFETY UNDER SEPERATE PERMIT (23,253 USF) w w 0 0 0 ENLARGED PLAN 4- -- EXIST. 2 HOUR WALL CONSTRUCTION. ALL RECONSTRUCTION OF WALL AFTER OVERHEAD DOOR INSTALLATION SHALL NEED THE REQUIREMENTS OF UL 419 2 HOUR RATED WALL ASSEMBLIES CONTROLS LOCATED EACH SIDE OF WALL 1/8" = 1'- 0" EXISTING F -1 OCCUPANCY (10,073 USF) 0 0 0 2HR JAMB DETAIL L1 I 16 GA. STEEL BREAK SHAPED CORNER GUARD NEW VERTICAL STUD & TRACK TO MATCH EXIST. DEPTH HOLE FOR TIGHTENING NUT TUBE STEEL PER STRUCTURAL EXIST. OR NEW MTL STUDS STEEL THREADED BUSHING THRU —BOLT PER STRUCTURAL FACE MOUNTED Z —GUIDE DETAIL NOTE END CONDMON OF 2 HR WALT, TO MEET THE REQUIREMENTS OF UL —N501 2 HR RATED ASSEMBLIES TOP HOOD BEAD 2 LAYERS %' GWB BOTH SIDES H.S.S BEAM — PER STRUCTURAL c FEILD VERIFY WALL BEYOND NEW MTL TRACK BETWEEN EXISTING STUDS 16 GA. STEEL BREAK SHAPED CORNER GUARD TUBE STEEL PER STRUCTURAL NEW HORIZONTAL STUD & TRACK TO MATCH EXIST. DEPTH I ROLLING FIRE 2HR HEAD DETAIL ROLL UP DOOR MOTOR— VERIFY ANAL DIMENSION WITH MANUFACTURERS SPECIFICATIONS (REFER TO ATTACHED MANUFACTURERS SPECIFICATIONS) 8' —O"W X 10' -0' HT ROLL \___ DOOR -1 1/2 HR RATED (LAWRENCE MODEL SL ARE DOOR, MOTOR OPERATED) DOOR GUIDE TRACK REVIEWED FOR CODE COMPLIANCE APPROVED A UG 0 6 2009 City of Tukwila Ci BUILDING DImrnh1 1/2 DOOR SECTION 1 1/2" = 1 0" NOTE; END CONDMON OF 2 HR WALL TO MEET THE REQUIREMENTS OF UL —N501 2 HR RATED ASSEMBLIES RECEIVED CITY OF TUKWILA JUL 0 2009 PERMIT CENTER 3 " =1' - 0" A Tenant Improvement for: RPI INTERGATE BUSINESS PARK 3311 120th Street Tukwila, WA 98168 burgess design !interiors 0 architecture 1326 Rfth Avenue Suite 500. 5eittle . WA 9810t TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal 8021 No. Issue Description Dtverritct Drawn by: MK REG ERED ITE CT . RANDAU. A. MORGAN STATE OF WASHINGTON EXPIRATIJty DAi E: 10 AUG 09 PERMIT/ CD SET Project No: 09- 0140 -00 Reviewed by: RM DEMOLITION/ CONSTRUCTION PLAN/ DETAILS Date 07/30/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 eo VFY. & COL. a H.S.S. PER ELEV. [28' -21 MAX. VFY. " EXIST. FIRE RATED STUD WALL VFY. w/ MFR. 0' -0" I EXIST. FINISH FL n SECTION A FIRE SHEATHING BOTH SIDES BY OTHERS #10 SCREWS EA. SIDE, EA. STUD TYP. 0.177 "O HILTI POWDER FASTENERS ® 18 "oc B 15i" x 7" x i" BASE R 2- "O POWERS WEDGE BOLT + CREW ANCHORS EMBED 3/" i " = 1' -0" EXIST. STUDS, VFY. SECTION D i " = 1' —O" EXIST. FIRE RATED STUD WALL E OPP. 18GA. TRACK, VFY. w/ ARCH FOR ALL FIRE ASSEMBLY REQUIREMENTS H.S.S. BEAM PER ELEV. (E) W12x16 H.S.S. 6x6xig TYP. VERIFY (10' -0" MAX) (28' -2" MAX) H.S.S. COL. PER ELEV. B � 1 C -OPP. EXIST. FIRE RATED STUD WALL DOOR FRAME ELEVATION NOTES; 1. ALL ITEMS ARE NEW UNLESS NOTED AS EXISTING. 2. VFY. ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON DRAWINGS. N 2- L6x4x4 x 0' -8" L.L.V. (1- EA. SIDE) FLUSH TIGHT w/ H.S.S. H.S.S. COL. PER ELEV. ACCESS HOLE FOR TIGHTENING 0 EA. THRU -BOLT, 2 "0 MAX. CONN. TO DOOR BY DOOR MFR. THRU -BOLT SIZE & SPACING PER DOOR MFR. EXIST. W.F. PER ELEV. SECTION B 2- 6x6x R (1- EA. SIDE) FLUSH TI HT w/ H.S.S. i " = 1' -0" 0.177 "0 HILTI POWDER FASTENER 0 24 "oc,. TYP. FIRE SHEATHING BOTH SIDES BY OTHERS EXIST. STUDS, VFY. SECTION E i " = 1' -0" CD CD 0 0 0 CD O CD 0 CO 11 L TO W.F., TYP. 0 0 b -b I KEY PLAN 61 "x6 "x *" CAP R H.S.S. COL. PER ELEV. N.T.S. AREA OF WORK SECTION C i " = 1' -0" REVIEWED FOR CODE COMPLIANCE APB. ROVED AUG 0 0 2009 0 City of Tukwila B UILDING DIVISION R TO H.S.S. COL. H.S.S. BEAM PER ELEV. H.S.S. BEAM TO CAP R R TO H.S.S. COL. GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Intergate East, Building 2 - 3311 South 120th, Tukwila, WA 98168 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) (Code supplement and date) ASCE 7 -05 3. DESIGN LOADS a. Seismic b. Dead loads c. Load Combinations Ss = 1.501, S1 = 0.518, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 1.001, SD1 = 0.518. Cs = 0.3003. Weight of structure. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: OTHER SHAPES & PLATES ASTM A 36 Fy= 36,000 PSI TUBE SHAPES ASTM A 500, GRADE B Fy= 46,000 PSI ANCHOR BOLTS ASTM F 1554, GRADE 36 Fy= 36,000 PSI BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: STEEL: LIGHT GAGE STEEL FRAMING: FABRICATORS: REPORTS: ABBREVIATIONS ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. INSPECTION. VERIFY HIGH - STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16 -INCH OR LESS. COLD- FORMED STEEL FRAME WELDING. WELDING OF STUDS. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOT REQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION. PROVIDE REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. = ARCHITECT M.A.S. = BOTTOM M.R.S = BETWEEN N.F. = BUILDING N.T.S. = CAST IN PLACE O.F. = CLEAR OPNG. = CENTER O.T.O. = CONCRETE PNL. = CONTINUOUS REINF. = CONTRACTOR R.O. = DIAMETER SW = EACH SIM. = ELEVATION SYMM. = ENGINEERS NORTHWEST T. = EACH FACE T.O.F. = EACH WAY T.S. = FACE OF CONCRETE TYP. = FACE OF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT = LONG LEG HORIZONTAL = LONG LEG VERTICAL WI MASONRY (CLAY OR CMU) METAL ROOF SUPPLIER NEAR NOT TO SCALE OUTSIDE FACE OPENING OUT TO OUT PANEL REINFORCING ROUGH OPENING SHEARWALL SIMILAR SYMMETRICAL TOP TOP OF FOOTING TUBE STEEL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL VERTICAL INSIDE VERTICAL OUTSIDE FACE WITH CENTER LINE PLATE RECEIVED CITY OF TUKWILA JUL 0 2009 PERMIT CENTER D A Tenant Improvement for: RPI INTERGATE BUSINESS PARK 3311 120th Street Tukwila, WA 98168 burgess design I interiors 0 architecture 1226 Fifth Avenue Suitt 600. Seattle . WA 96101 TEL 206.567.7120 1Ax206. 607.7122 All reproduction & intellectual property rights reserved c 2009 E NW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS (206) 625 -7560, FAX (206) 522 -6698 6869 WOODLATN AVE. N.E. SEATTLE, WASHINGTON 98115 111IW.ENWSEATTLE.COM Professional seal No. Issue Description Drawn by: BR PERMIT SUBMITTAL Project No: 99149010 ELEVATION, SECTIONS, GENERAL NOTE & KEY PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced S1 Reviewed by: G.F. Date 07 -30 -09