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Permit D08-488 - LA PIANTA LLC - COPIERS NORTHWEST - MEZZANINE
COPIERS NORTHWEST 6233 SEGALE PARK DR "D" D08 -488 Parcel No.: 3523049112 Address: 6233 SEGALE PARK DR D TUKW Suite No: Tenant: Name: COPIERS NORTHWEST Address: 6233 SEGALE PARK DR D , TUKWILA WA Owner: Name: LA PIANTA LLC Address: PO BOX 88028 , TUKWILA WA 98138 Phone: CityOf 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 Contact Person: Name: RON ALEXANDER Address: 1101 BATTERSBY AVE , ENUMCLAW WA 98022 Phone: 360 - 825 -2428 Contractor: Name: STAGEPLAN INC, THE Address: 1101 BATTERSBY AVE , ENUMCLAW WA 98022 Phone: 260 - 825 -2428 Contractor License No: STAGEI *026RG DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALL MEZZANINE, INCLUDINIG STAIRS, HANDRAILS, FLOORING AND SIDERAILS Value of Construction: $51,750.40 Fees Collected: $1,803.31 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 24 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -488 Issue Date: 02/23/2009 Permit Expires On: 08/22/2009 Expiration Date: 11/27/2009 D08 -488 Printed: 02 -23 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / C'SS: N City oilTukwila • im partment of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo • anc of work. I am authorized to sign and obtain this development permit. 1 Signature: ! — Date: Print Name: / /"/ ` // /l /4 51,7/44 Lo c-- doc: IBC -10/06 Permit Number: DO8 -488 Issue Date: 02/23/2009 Permit Expires On: 08/22/2009 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. D08 -488 Printed: 02 -23 -2009 Parcel No.: 3523049112 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6233 SEGALE PARK DR D TUKW COPIERS NORTHWEST 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -488 ISSUED 11/07/2008 02/23/2009 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 12: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 13: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) D08 -488 Printed: 02 -23 -2009 • City of Tukwila 15: Maintain fire extinguisher coverage throughout. 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 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 16: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 18: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 19: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: 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 ** D08 -488 Printed: 02 -23 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 D08 -488 Date:.. �/ ordinances governing or local laws regulating Printed: 02 -23 -2009 SITE LOCATION Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKW Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.11www.citukwila.wa.us Q:\Applications \Forms - Applications On LineU -2006 - Permit Applianon.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. .. Plumbing/Gas Permit No Public Works Permit No. Project No. (For office use only) 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 ** CONTACT PERSON - who do we contact when your permit is ready to be issued GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: STA E/ r N Contact Person: ROM ,41- £ ,9ivO e 1e E -Mail Address: RA k'4 'O @ s7/9- 6,6,24/9 -N, Can Contractor Registration Number: S'TA 6.26 k� City ARCHITECT OF RECORD = All plans must be wet stamped by Architect of Record ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record •- C King Co Assessor's Tax No.: 7 15 ,�QLI — 1 Site Address: 6„,/ 3 3 JE C.,QLt PAR K DR. Suite Number: U Floor: Tenant Name: c0, -'IQs /VO,e1''bgyzsY New Tenant: Yes ❑..No Property Owners Name:L29 Per //Q /e Mailing Address: (00 / .DEA' Tt,e. ) 1/E /V , SEht , tw9 9E/09' City State Name: Rd N / 4 X/M'O L de Day Telephone: 36 - g, a? (/Z a Mailing Address: //0 / E/QSS /ci-`E , � / V/t )'I IN h 9g . Z state Zip E -Mail Address: A AtA-/Y D IL,e(1 Sr) 9G6pL 9 11. C a M Fax Number: 3k 0- R.7 S' /00 Mailing Address: //0 //3 9 �-1/6 �/�/C{ mC� /w W/-} qg0 L 2 ( City Zip State Zip Day Telephone: 346- grAS g Fax Number: 360 - Expiration Date: � 7/100 9 City Day Telephone: Fax Number: State Zip Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page 1 of 6 BUILDING PERMIT ,INFO ][ TION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 36, OOQ Existing Building Valuation: $ c V) I L Scope of Work (please provide detailed information): /NS 6 2z/9 / . //V ci - u e N C- SrAti,es, ,/.440 iQAiL, CLQOt2%N ,1VI) SI h' Will there be new rack storage? ❑ Yes Q:\ApplicationsTonns- Applications On [ineU -2006 - Permit Application.doe Revised 9 -2006 bb N .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Floor Floor 3'' Floor Basement Accessory Structure *. Attached Garage Detached Garage:," Attached Carport Detached Carport , Covered Deck...: Uncovered Deck::' Existin Interior Remodel e ED Addition to Existing Structure New Type of Type of Construction per Occupancy per 5' 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: 62 g 6 9,5' 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: S 0 Compact: Handicap: oil_ Will there be a change in use? ❑ Yes X No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Bata Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review -- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Date Application Accepted: UTi���%'.�Z ENT Print Name: Ron/ lJ /` r --ND L=C, Mailing Address: //T l en e-/2S8y APE Q:\Applications\Forms- Applications On Line U-2006 - Pemtit Application.doc Revised: 4-2006 bb Date Application Expires: Date: /� /7 /D g Day Telephone: 3 60 - g a4/c? .6■vum c1 -,M'/ ivA 9.8"02. City State Zip Staff Initials: vo f Page 6 of 6 Receipt No.: R09 - 00309 Initials: WER User ID: 1655 Payee: STAGEPLAN ACCOUNT ITEM LIST: Description 7 FIRE IMPACT FEES PARK IMPACT FEES City of Tukwila doc Receipt -06 TOT T OOO 60CiZ/ L? f 0 2000 T- T 08SC 6O Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049112 Permit Number: D08 -488 Address: 6233 SEGALE PARK DR D TUKW Status: APPROVED Suite No: Applied Date: 11/07/2008 Applicant: COPIERS NORTHWEST Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 25302 404.56 80* UT sPu r j -0 '40 -• =nTd 51 t!u_JN,-4 ':1 ::1 Account Code Current Pmts 304.345.852 301.345.851 Total: $404.56 0905601- Ijl 1 , Ija+!sC;�.;� /tjG 1 DCD Permit '1u. � FulMe Payment Amount: $404.56 Payment Date: 02/�2.3/•200911 ' Balance: $0.00 132.08 272.48 Printed: 02 -23 -2009 Receipt No.: R08 -03712 Payee: STAGEPLAN INC City of Tukwila li'epartment 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19749 1,398.75 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 3523049112 Permit Number: D08 -488 Address: 6233 SEGALE PARK DR D TUICW Status: PENDING Suite No: Applied Date: 11/07/2008 Applicant: COPIERS NORTHWEST Issue Date: Initials: WER Payment Date: 11/07/2008 10:46 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts Payment Amount: $1,398.75 845.00 549.25 4.50 Total: $1,398.75 • doc: Receipt -06 Printed: 11 -07 -2008 Project: ( kS Al Type of Inspection: l — /Ai#I Address: 2 S G461 Plh2 Date Called: k b t ,_ Special I nstructions: Date Wanted: Requester: Phone No: X 57 -24 /– Zi)I S C z- INSPECTION NO. COMMENTS: 7 Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . per applicable codes. EJ Corrections required prior to approval. erl i - ( ( � Dat $60. 0 gt INSPECTION FEE EQUIRED. Prior to inspection, fee must be pai a Southcenter Bl ., Suite 100. Call to schedule reinspection. 'Date: 6vf; -2 / ' a PERMIT NO. J�' Project: (1O/) /C-25 41/64) Type of Inspect' 4/4 / _ Address: -3 SC64 /�4 Date Called: �/ - Special Instructions: A . ✓rvl r .4// / 17 /A l- Date Wantesd: Requester: 4 Phone No: C INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1-74riv7v - apmva/ ✓l AM 11 Sh r 4j �1r • ecto L R eceipt No.: Date: 6/7 mus 1.l PERMIT NO. (206)431 -3670 P to inspection, • 0.00,REINSPECTION FEBREOUIRF t be aid at 6300 Southcenter Blvd., Suite 10 0. C to schedule rei s ec p tion. 1Date: Projec :— �i 5 fu . w ce Type of Inspection: Address: . a 3 3 Suite #: SF (e P k a & Contact Person: -1-e v � _ Special Instructions: - Permits: Occupancy Type: Phone No.: Needs Shift Inspection: aJ Sprinklers: ce Fire Alarm: - Hood & Duct: a Monitor: Pre-Fire: - - Permits: Occupancy Type: • INSPECTION NUMBER " CITY OF TUKWILA FIRE DEPARTMENT . 444 P i d ov Park East, Tukwila, Wa. 98188 206 -575 -4407 } per applicable codes. COMMENTS: V fe c,wvoz • (Inspector: c ][NSPECTION RECORD Retain a copy with permit • Word/Inspection Record Form.Doc 1/13/06 ° Yd8 PERMIT NUMBERS TI Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Date: ;// 71 o . 9 rs : .. 4. ((S` 3v X 10 12. 3g..� < i LE e 9 3 z_ Ian review apr�rr�" H . Ap7mt o - '. C P ►,, �S`:1J LD 3 l: 1 .1vv, ' L C --∎ _ .3 C3 (..-I) . 4- r/ C] W is L c u AiZ� 2_Co C ) eit- COMPLIANCE APPROVE FEB 12 2009 is CITY OF TUKWIU - FEB 0 2 2009 PERMITCENTER L)t'r LA. Pi_rr 1 v� o CORRECTION 4s1-r LE)) LTR# Z 0 1/027u Qot N� R. HORN ASSOCIATES KENT, WA 98064-02 E PHONE/FAX 1 (253) 631 -5353 - N oy �q '=,i; S -1 Ck? cno /2 ' J/. c z -. ° r, cs 0 1 gas's► 0r' kk_:S 1g4 S 0 -21 H M Q N s-r-101 v ii S - , o ) — 7 - 1 :7 - DL) ) cam, -;.5 Zi 't l cv c CfiC - /. 1 -7- r Y CNI 4, '4 7 • 1/4" TYP. 3 1/4" 12" A : !k ---1- 14)(. --- :::_i Y6 - vt_ . -) ,aJr .= 2._ S .(= I X. L ( . t's o e VI.= , coil 5 c. . '• .1 i,., 1 • i 1 _ ! 1 t a "ar( 1 /..12-c - -, ' 1 _ - c =1 tl - i . - -. - - T ! • : 1 i ,. • f • 7.. ;..- ir-- 7 - --- -i - .4 - , -- x,1, # 002, z(4, • 24, 9 -- - - - t ! • • - -- • - • ; - , - - - 1 - • • • - I - - I - - • • 1 • ! z78,944; i 1 1 - .- .- - i , . ' ! 1 s 1 , • ' • , , . 7. rz761,g cJiY - -- 27; .. ( ,----,. 4 q k1.0 l� ►•J u we Q LlNc..rJ W fA. 9 8 O z t 0 6.7 Copy g N W_ M��� vz.s /os M Cwt 3 L c-rk o w& cm-) T? C et. l ! *t S-8`1 - c ' 9 ( ) - zz,, us- 7 - ' S4c® PS 1Sac) lS z) 12-i' I�Y1 EYA 3 E. EZ a i ' r 2' "3" O a , t' 11 lc I\ 471 ti. EkJ!' (4,0 1 " 2 ' t2 ' 4 fff-C1)- C...os-LX(L �2� 15, - 2 =`l i x (4-S Zo 5 mac.. t T wi = cSs 3 b M lair Ui. o 14-L. 12.. 'Td- `l ' rr 1 z S - 4exiz = c°1, 2ao 5 5 2 - - H N.- c , C.( ')) CO :REC1]O LTR# -- il-= 4.3 (' l2 1 iii rY) , ,,.. ›, r 444-97 /v • `/.3C.‘ 4 � °t -cb , 1 , 14 1N)x ,Z - 3972,>t.s 1. 167 RECEIVED DEC 2 9 20 „V 4 s 1 HERMIT CENTS /2 R HORN /` S S O C I /'"\ TES 25954 130TH PLACE S.E. P.O. BOX 5102 ASSOCIATES KENT, WA 98064 -5102 PHONE /FAX (253) 631 -5353 boB- 1-(88 L A. L_0 = A ( P (o►v G 'tC- /mac. �u �1 Z � = `?S t 50 i '_ - 2_4=a Z' Z �S r 14I' CvNC 7--LQOe- L Ag.v wt c 'i3 ---rZ s L. T ..1 s 5 Y a 4 )3 t - Z ZLI L 5oo) = L v o o � c_L N -C ) L- 4, 0 OD 0 L.-u u-sc t 'K 144 '(Y2 y a u r� �4- X L s - a Inc, c1/4 - r frt fL Ka 144 \,c%L(._ Ls) t 1/4'9 &L.,4_ 3 G S< 4 = 'W? 3 �ir 'C. _o O tZ o0'0 c---o2. A cc_ 5 COPIERS NW MEZZ A Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Uniform Load A R1 = 1530 NDS 2005 Min Bearing Area R. Horn Associates PO BOX 5102 Kent, WA 98064 Phone /Fax 253 -631 -5353 BeamChek v2007 licensed to: Ralph Horn Reg # 8111 -1795 Section (in') Shear (in TL Defl (in) Fb (psi) Uniform LL: 125 BM Prepared by: RJH Fv (psi) LL Defl E (psi x mil Uniform TL: 145 = A SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 12/19/08 3 -118x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft R1= 2.4 in R2= 2.4 in (1.5) DL Defl= 0.28 in R2 = 1530 Recom Camber= 0.42 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl L LL Max Defl 20.0 ft 7.97 # 159 # L / 240 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1250 # Reaction 2 LL 1530 # Reaction 2 TL 15 L/217 L / 290 1250 # 1530 # 57.42 38.24 OK 67% 32.81 8.72 OK 27% 1.11 1.33 OK 83% 0.83 1.00 OK 83% Fc I (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft by Nayarr TJ -Beam® 6.30 Serial Number. User. 2 12/20/2008 3:51:01 AM Page 1 Engine Version: 6.30.14 LOADS: Analysis is for a Header (Flush Beam) Member. Primary Load Group - Residential - Living Areas Vertical Loads: Type Class Live Dead Point(Ibs) Floor(1.00) 625 140 Point(Ibs) Floor(1.00) 1250 280 Point(Ibs) Floor(1.00) 1250 280 Point(Ibs) Floor(1.00) 1250 280 Point(Ibs) Floor(1.00) 1250 280 Point(Ibs) Floor(1.00) 625 140 SUPPORTS: 1 Steel column 2 Steel column PROJECT INFORMATION: COPIERS NW MEZZ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Input Bearing Width Length 5.50" 1.50" 5.50" 1.50" '- Loca 0 4' 8' 12' 16' 20' SIDE MEMBER B 5 1/4" x 9 1/2" 2.0E Parailam® PS -See iLevel® Specifier's/Builder's Guide for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 2180 - 2111 9643 Passed (22%) Moment (Ft -Lbs) 6056 19585 Passed (31 %) Live Load Dell (in) 0.211 Passed (2U486) Total Load Defl (in) 0.209 0.423 Passed (2L/485) Copyright 0 2007 by iLeve10, Federal Way, WA. Parallam® is a registered trademark of iLevel®. 1 1 4 4 J d Tributary Load Width: 1' (psf): 40.0 Live at 100 % duration, 12.0 Dead tion Application Comment Vertical Reactions (Ibs) Live/Dead/Uplift/Total 3785 / 976 / 0 / 4761 3785 / 976 / 0 / 4761 12' 4 4' --d Detail Other L5 None L5 None Overall Dimension: 20' Product Diagram is Conceptual. Location Rt. end Span 1 under Floor ADJACENT span loading MID Span 1 under Floor ALTERNATE span loading Right OH under Floor ALTERNATE span loading Right OH under Floor ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U480,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 20' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include altemate and adjacent member pattern loading. OPERATOR INFORMATION: Ralph Hom R. Hom Associates 25954 130th PI SE Kent , WA 98030 Phone: (253)631 -5353 Fax : (253)631-5353 RalphHom @(253)631- 5353.id COPIERS NW MEZZ C Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 4365 NDS 2005 Min Bearing Area R. Horn Associates PO BOX 5102 Kent, WA 98064 Phone/Fax 253 -631 -5353 BeamChek v2007 licensed to: Ralph Horn Reg # 8111 -1795 INTERMEDIATE Prepared by: RJH Date: 12/19/08 3 -118x 12 GLB 24F -V4 DF /DF Lu = 0.0 Ft R1= 6.7 in R2= 6.7 in (1.5) DL Defl= 0.10 in Recom Camber= 0.15 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 11.5 ft 9.11 # 105 # 12549 '# L / 180 L / 240 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 3594 # 4365 # 4365 # 3606 # L / 344 L / 455 Reaction 2 LL Reaction 2 TL 3594 # 4365 # Section (in Shear (in TL Defl (in) LL Defl 0.30 0.58 OK 53% Fb (psi) Fv (psi) E (psi x mil 75.00 62.75 OK 84% 37.50 22.54 OK 60% 0.40 0.77 OK 52% Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 625 Uniform TL: 750 = A Uniform Load A SPAN =11.5 FT Uniform and partial uniform loads are Ibs per lineal ft. R2 = 4365 Fc I (psi) COPIERS NW MEZZ D Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 3596 B = 4365 3596 C = 4365 3596 D = 4365 Pt Toads: I R1 = 6707 NDS 2005 Min Bearing Area Section (in R. Horn Associates PO BOX 5102 Kent, WA 98064 Phone /Fax 253 -631 -5353 BeamChek v2007 licensed to: Ralph Horn Reg # 8111 -1795 Shear (in TL Defl (in) Fb (psi) 5.0 10.0 15.0 END BEAM Prepared by: RJH 13 -118x 21 GLB 24F -V4 DF /DF Lu = 0.0 Ft R1= 10.3 in 10.3 in (1.5) DL Defl= 0.21 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 20.0 ft Reaction 1 LL Reaction 1 TL Maximum V ax V (Reduced) TL Actual Defl L / 240 LL Actual Defl 15.95 # 5394 # 6707 # 6707 # 6679 # L / 300 L / 406 Reaction 2 LL Reaction 2 TL 5394 # 6707 # 229.69 222.60 OK 97% 65.63 41.74 OK 64% 0.80 1.33 OK 60% 0.59 1.00 OK 59% Fv (psi) LL Defl E (psi x mil) Reference Values 2400 Adjusted Values 2396 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.998 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft I Point LL Point TL Distance J B 0 D SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 12/19/08 R2 = 6707 Recom Camber= 0.31 in Fc I (psi) t.y wuyarrnaacer TJ -Bean® 9.30 Serial Number User. 2 12/22/2008 3:23:04 AM Page 1 Engine Version: 8.30.14 SUPPORTS: PROJECT INFORMATION: COPIERS NW MEZZ Copyright a 2007 by iLevele, Federal Way, WA. Parallame is a registered trademark of iLevele. -- D SPLIT , \_0 5 1/4" x 9 1 - - arallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4, 10' KJ LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 3594 771 5' - Point(Ibs) Floor(1.00) 3594 771 10' Point(Ibs) Floor(1.00) 3594 771 15' Input Bearing Vertical Reactions (Ibs) Detail Other Width Length LivelDeadlUpllfHTotal 1 Wood column 5.50" 1.50" 1709 / 364 / 0 / 2072 L5 None 2 Wood column 5.50" 2.80" 8878 / 2129 / 0 / 11007 L5 None 3 Wood column 5.50" 1.50" 1709 / 364 / 0 / 2072 L5 None OPERATOR INFORMATION: Ralph Hom R. Hom Associates 25954 130th PI SE Kent , WA 98030 Phone: (253)631 -5353 Fax : (253)631-5353 RalphHom @(253)631- 5353.id Overall Dimension: 20' 10' 4 Product Diagram is Conceptual. - See iLevel® Specifier's/Builder's Guide for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 3321 3254 9389 Passed (35%) Lt. end Span 2 under Floor loading Moment (Ft -Lbs) cSc 8835 18623 Passed (47 %) MID Span 2 under Floor ALTERNATE span loading Live Load Defl (in) 0.148 0.322 Passed (L/786) MID Span 2 under Floor ALTERNATE span loading Total Load Defl (in) 0.170 0.483 Passed (L/683) MID Span 1 under Floor ALTERNATE span loading - Deflection Criteria: STANDARD(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 20' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include altemate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. Date: January 13, 2009 Project Name: Copiers Northwest Permit # 6233 Segale Park Dr D Regards, Ronnie Alexander StagePlan Inc. 1101 Battersby Ave Enumclaw, WA 98022 360 825 2428 - phone 360 825 5425 -fax STAGEPLAfP INCORPORATED (360) 825-2428 (360) 825-1007 Re: Permit Re- Submittal Coversheet The Jan 8, 2009 Tukwila Building Division Review Memo regarding the Copiers NW project at 6233 Segale Park Dr D, Suite D, Tukwila, WA,requested the following items be addressed: In response, Stageplan provides the following information: 1) Please provide structural lateral calculations. - Ralph Hom, Engineer, will provide structural lateral calculations. 2) We will need more details and cross - sections to thoroughly understand how this structure is assembled. Reference details on floor plan as necessary for each type of connection. StagePlan has provided additional structural and connection details in the amended drawing set. - An overall view of the mezzanine structure is provided on page 13 (Mezzanine Construction). Connection details are referenced on this page. - These details are shown on page 12 (Mezzanine Support Post, Detail 1) and (Mezzanine Leg, Detail 2), and page 15 (Mezzanine Beam Attachment, Detail 3). - Additional mezzanine connection information is shown on page 1 (layout) and page 6 (connection details). - Attachment details for the wood walls are shown on page 14 (Wood Wall Attachment). Details are shown on Page 15 (Wood Wall Attachment, Detail 4). Please do not hesitate to contact us with any questions you may have regarding this permit. f January 9, 2009 Ron Alexander 1101 Battersby Ave Enumclaw, WA 98022 • Cizy of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 Development Application Number D08 -488 Copiers Northwest — 6233 Segale Park Dr D Dear Mr. Alexander, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson, at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D08 -488 P:\Pemut Center\Correction Letters \2008\D08 -488 Correction Ltr #2.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Building Division Review Memo Date: January 8, 2009 Project Name: Copiers Northwest Permit #: 6233 Segale Park Dr D Plan Review: Dave Larson, Senior Plans Examiner 1. Please provide structural lateral calculations. Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 2. We will need more details and cross - sections to thoroughly understand how this structure is assembled. Reference details on floor plan as necessary for each type of connection. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. November 25, 2008 Ron Alexander 1101 Battersby Ave Enumclaw, WA 98022 Dear Mr. Alexander, Sincerely, Bill Rambo Permit Technician encl File No. D08 -488 Department of Community Development RE: CORRECTION LETTER #1 Development Application Number D08 -488 Copiers Northwest — 6233 Segale Park Dr D This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. P:\Pemiit Center\Correction Letters \2008\D08 -488 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 a Tukwila. Washington 98188 o Phone: 206 -431 -3670 a Fax- 206 - 411 -166S Building Division Review Memo Date: November 14, 2008 Project Name: Copiers Northwest Permit #:. D08 -488 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a structural analysis to show the concrete floor shall be sufficient to support the combined weight of the new mezzanine and components stored. In addition provide the structural calculations for the mezzanine design. All structural shall be original stamped and signed by the engineer. 2. Please provide additional construction details and specifications for the guardrails and stairway. Identify type of materials and method of attaching those components. 3. The site plans shows a boxed -in area next to the mezzanine. Identify and name all spaces around the mezzanine. If that boxed -in space is an enclosure, identify exit doors. Indicate what each area or space is used for. 4. Provide more specific details for the doors indicated that identifies type of door, show door swing and type of hardware. 5. Provide additional specifications for the type and length of the anchor bolts. Specify size for anchor bolt "washers" for the 2x4 wall plate. Indicate if special inspections shall be required for the anchor bolts. 6. Identify any mechanical ventilation. Tukwila Building Division. • Allen Johannessen, Plan Examiner Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -488 DATE: 02 -02 -09 PROJECT NAME: COPIERS NORTHWEST SITE ADDRESS: 6233 SEGALE PARK DR D Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: 91, PW(/ D91O Building Division Public Works n DETERMINATI OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2 -28 -02 • PERMIT COORD COPY 46 PLAN REVIEW /ROUTING SLIP Structural Approved with Conditions Fire Prevention Incomplete n n DATE: DATE: Planning Division Permit Coordinator Not Applicable Not Approved (attach comments) ❑ Li DUE DATE: 02-03-09 DUE DATE: 03-03-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -488 DATE: 12 -29 -08 PROJECT NAME: COPIERS NORTHWEST SITE ADDRESS: 6233 SEGALE PARK DR D Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Public Works Complete Comments: Please Route I 1 Documents/routing slip.doc 2 -28 -02 'ERA 7 FiT C's :PY • PLAN REVIEW /ROUTING SLIP TUES/THURS RaUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) I DUE DATE: 12 -30 -08 1 Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required n [� Permit Coordinator DATE: DATE: Planning Division Not Applicable ❑ No further Review Required DUE DATE: 01 -27 -09 n Not Approved (attach comments) Permit Center Use Only a q CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: u#K ACTIVITY NUMBER: D08 -488 DATE: 11 -07 -08 PROJECT NAME: COPIERS NORTHWEST SITE ADDRESS: 6233 SEGALE PARK DR "D" X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPART ENTS: � . Bull Ing Public Works Complete Please Route Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP do,. 11 06 I , , TUES/THURS R UTING: Fire revention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required nla 11--t) -O Planning Division ■ Permit Coordinator 51 DUE DATE: 11 -11 -08 Not Applicable Comments: Permit Center Use•dnly' • " ' °''�" • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12-09-08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) 2 Permit Centel Only • ' • CORRECTION LETTER MAILED: 11 h tS Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: W ❑ Date: i- Crated: 8 -13 -2004 D.v:e..l• Summary of Revision: 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. OS Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 000iers PQar-i-k bJe sk `" e /z /2,A- 0? Project Name: Project Address: Contact Person: cfrA_ Phone Number: 2 Received at the City of Tukwila Permit Center by: It Entered in Permits Plus on lapplications\forms- applications on linelrevision submittal Plan Check/Permit Number: • 5 , 5as• r fi,lot\h■ &M - 1/4 ratuAs aye, I ow VI/' Steven M. Mullet, Mayor Steve Lancaster, Director Riesveto CITY p FEB 0 2 2009 PERMIT CENTER TVV`lu, (Scc. U -(96/5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (7q • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D08 -488 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: COPIERS NORTHWEST Project Address: 6233 SEGALE PARK DR D Contact Person: / QNle /g c' E t_ Phone Number: C953 9 Y5 Summary of Revision: I4 & pack .E' S .tJ rt 5* -c1/4.■ r, +o- +(`B-1 t r7► I 5:5 ce v1(I CalGu-16. {,ovi5 hod' IlneZz s4 P crnci rr) vtc r , et 'E(Qo Co AOrt.tctcov) 46. 15 eQ-{T( 3 u &Ira ( /te'() O ` Re-vhe c. eck tee( Ili Ct d' P ©� cock D ( 4 e tf-o . � f A lu e i f 4 400 S S Sheet Number(s): 6 p l e 5 1 — '1 "Cloud" or highlight all areas of revision includin of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on id= aq" dy \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: `F 9 — d roses n�/ Pn c r RECEIVED CIYV OF TUKWIL9 IDEC 2 9 2008 JRP,A 1 n nrrFp Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS Et SURETY CO 206893733 11 /20/2001 Until Cancelled 01/01/1980 $12,000.0011 /20/2001 2 TRAVELERS CAS Et SURETY CO 206893733 11/20/2001 11/20/2001 $6,000.00 11/05/2001 1 UNITED PACIFIC INS CO 6893733 11/20/1998 Until Cancelled 11/20/2001 $6,000.00 11/05/2001 Name Role Effective Date Expiration Date ALEXANDER, RON 01/01/1980 ALEXANDER, LON 01/01/1980 ALEXANDER - PETERSON, CHERYL A 01/01/1980 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with Lai 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 STAGEPLAN INC, THE 3608252428 1101 BATTERSBY AVE ENUMCLAW WA 98022 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601670239 ACTIVE STAGEI *026RG CONSTRUCTION CONTRACTOR 12/7/1998 11/27/2009 GENERAL UNUSED Business Owner Information Bond Information 1 Insurance Information https: / /fortress.wa. gov /lni/bbip /Detail. aspx ?License= STAGEI* 026RG Page 1 of 2 02/23/2009 COPIERS NORTHWEST MEZZANINE INSTALLATION INSTALL MEZZANINE; INCLUDING STAIRS, HANDRAIL, FLOORING AND SIDERAILS. 6233 SEGALE PARK DRIVE SUITE D, FLOOR 1 TU KW I LLA, WA 98188 -4753 28,695 SQ. FT. BUILDING AREA OCCUPANCY CLASSIFICATION: S1 = 2,080 SQ. FT., F1= 23,930 SQ. FT., B = 2,685 SQ. FT. Q 2008 MapQuest Inc. S 178th 5E _- 54 2ale p Pk or Briscoe Park REVISIONS No changes made to the scope TuMnnla Building of Revisions will itdtng Division. iviDivision. NORE: Revisions require a new plan submittal and may include additional plan review fees. uptana ur Midland Dr Triland Dr S 180th St Segale Park D Dr Vat p a C • S Todd B lvd lam 6QO ft Gosao Dr 9 Riv erside Or • 1 j 5 Map Data CD 2008 N AvTEQ or TeleAtfas MEZZANINE CONSTRUCTION SHEET 1 WALL LAYOUT SHEET 2 ELEVATIONS SHEET 3 AND 4 DETAILS SHEET 5, 6, AND 7 INTERIOR WALL SHEET 8 BUILDING AREA SHEET 9 WALL CONSTRUCTION SHEET 10 AND 11 MEZZANINE LEG AND POST DETAILS SHEET 12 MEZZANINE FRAME STRUCTURE OVERVIEW SHEET 13 WOOD WALL ATTACHMENT SHEET 14 AND 15 MEZZANINE BEAM ATTACHMENT SHEET 15 SEPARATE PERMIT REQUIRED FOR Mechanical Electrical Plumbing Gas Piping i ty of Tukwila Kr _DING DIVISION FILE COPY Permit Noy.. tx — 12 Plan review approval is subject to arms and omissions. Approval of construction ctzumerde doe6 not aldhodze the violation of any adopted code or oboe. Receipt of approved Field r iealdav �wlelged: i-/ lblevlla BUILDING DIVISION C1TY F FEB 0 2 2009 PERMIT CENTER CORRECTION LTR# 2— C btu run COMPLIANCE APPROVE F EB 12 11119 Ukwjla 'V POI 'tfl L N EXISTING BUILDING WALL 43 1/2" 42" FROM ELECTRICAL PANELS 45" SEE CONNECTION DETAIL 3 45" 45" NOTE: GRADE OF ALUMINUM IS 5052 SEE CONNECTION DETAIL 4 - TYPICAL 43 1/2" CONNECTION POINT, SEE CONNECTION DETAIL 1, 2' IN AND EQUALLY SPACED PLAN VIEW „ /8" X 4 1/2" STEEL i ( HEX BOLT, WASHERS AND NUT SEE CONNECTION DETAIL 2 CONNECTION DETAIL STAIRS TO MEZZ a ra. agP �� uAnl COVED F EB 12 2009 atY Tukwila DIVISION CI OF TSLA FEB 0 2 2009 PERMIT CENTER 3" X 3" ALUM. POST WITH 1/4" WALL - SEE CONSTRUCTION DETAIL 5 I N C O M P O R A Till 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 CLIENT: JOB NO: STA GEPLAN NW COPIERS 08 -13092 PROJECT DESCRIPTION: 20' x 52' PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: Plan View NOTES: MAXIMUM LIVE LOAD 125 PSF REVISION (12/5/08): RESPONSE TO CORRECTIO LETTER #1 PERMIT # D08 -488- REVISION (1/12/09): RESPONSE TO TUKWILA BUILDING DIVISION REVIEW MEMO DATED 01/08/09 - REVISONS INDICATED IN RED COLOR DWG DATE: 10.14.08 REVISED: 01.12.09 PAGE: 1 OF: 15 DWG BY S. RIPLEY EXISTING BUILDING WALL 79 1 120" SECURED STORAGE 240" 7, *fitlf-WKIA17 rKie (7 s 5' DOUBLE DOOR 4 9/16" JAMB HINGE US4 -STD HINGE RIGHT ACTIVE 1 120" /120" PASS THRU WINDOW WITH SHELF, SEE INTERIOR WALL ELEVATION SHEET 8 396" PLAN VIEW II UP l i 373 1/2" 120" *UPPER MEZZ TO BE USED AS STORAGE* 120" SECURED PART STORAGE 3" X 3" ALUM. POST WITH 1/4" WALL \ N 311/2" VIEWED ft* COMPLIANCE APPROVED FEB 12 City0fTukwila jam DIVISION 5' DOUBLE DOOR 4 9/16" JAMB HINGE US4 -STD HINGE RIGHT ACTIVE WINDOW RECEN CITY OF TU LA FEB 0 2 2009 PERMIT CENTER STAGEPLAN I N C O R P O R A T E 0 1101 battersby ave. enumclaw wa 98022 360 825 2428 (x360 825 5435 CLIENT: NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20'X52' PROJECT COMPONENT: WALL LAYOUT PAGE DESCRIPTION: PLAN VIEW NOTES: REVISION (12/5/08): RESPONSE TO CORRECTION LETTER #1 PERMIT # D08-48 DWG DATE: 10.14.08 REVISED: 12.8.08 PAGE: 2 OF: 15 DWG BY S. RIPLEY �.. ........... ..vls.u•1 •v WALL CTRICAL PANELS SEE CONNECTION DETAIL 3 -, CONNECTION POINT, SEE CONNECTION DETAIL 1, 2' IN AND EQUALLY SPACED 45" PLAN VIEW UP 160" '5/8" X 4 1/2" STEEL HEX BOLT, WASHERS AND NUT SEE CONNECTION DETAIL 2 i G 1 \ V m - 3" X3" WITH ALUM. 1/4" WALL POST 431 /2" 45 1/8" 45" 45" 431 /2" ® , 138" II II II 11 X i; �.. ........... ..vls.u•1 •v WALL CTRICAL PANELS SEE CONNECTION DETAIL 3 -, CONNECTION POINT, SEE CONNECTION DETAIL 1, 2' IN AND EQUALLY SPACED 45" PLAN VIEW UP 160" '5/8" X 4 1/2" STEEL HEX BOLT, WASHERS AND NUT SEE CONNECTION DETAIL 2 i G 1 3" 12'I 113" LEG, I TYP._..._ - - 12'," 52 3/4" 2" 117" 241 1/2" 624" WEST ELEVATION 12" SOUTH ELEVATION 99 1/2" 1 2 0 N BUILDING WALL AND ELECTRICAL PANEL 117" A A 1/2" BASE PLATE IS WELDED TO LEG. BASE PLATE /LEG IS ATTACHED TO CONCRETE FLOOR USING (5) 3/8" X 3" CONCRETE WEDGE ANCHORS AND (5) GRADE 8 3/8" NUTS 12" 46 3/4" 1 3" (tV1gv ttu not CODE COMPLIANCE APPROVED FEB 12 2009 City Of Tukwila IN DIVISION ECEIVED_ CgIIY R OFTITLA FEB 0 2 2009 PERMIT CENTER CLIENT: STAGEPLAN I N C Q R P O R A T E D 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 20' x 52' NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: ELEVATIONS NOTES: REVISION (12/2/08): RESPONSE TO CORRECTION LETTER #1 PERMIT # D08 -488. DWG DATE: 10.14.08 REVISED: 12.8.08 PAGE: 3 OF: 15 DWG BY S. RIPLEY 3" X 3" X 12" X 1/4" BRACKET WITH (3) 5/8" X 2 1/2" STEEL HEX BOLTS, WASHERS AND NUTS PER RUNNER IOW 42" 0 N BUILDING WALL 3" 46 3/4" 12" EAST ELEVATIO 241 1/2" 625" 117" 12" 99 1/2" 2" NORTH ELEV REMOVABLE GUARDRAIL 117" 7 THROUGH BOLT TREADS TO RUNNER USING 5/8" X 2 1/2" STEEL HEX BOLTS, WASHERS AND UPPER MEZZ TO BE USED AS STORAGE • ' THROUGH BOLT GUARDRAIL SECTIONS USING 3/8" STEEL HEX BOLT, WASHERS AND NUT PLYWOOD SIPS PANEL GAURDRAIL CONNECTION DETAIL CONNECT 4" X 4" LUMBER TO MEZZ USING 3/8" X 2 1/2" LAG BOLT GUARDRAIL POST GUARDRAIL BASE PLATE FLASHING 3" CITY FEB PERMIT CE 3/8" STEEL HEX BOLT, WASHERS AND NUT CLIENT: STAGEPLAN 1101 battersby ave. enumclaw wa 98022 360 825 2428 (x360 825 5435 NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20'x52' PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: ELEVATIONS NOTES: REVISION (12/2/08): RESPONSE TO CORRECTION LETTER #1 PERMIT # D08 -488. DWG DATE: 10.14.08 REVISED: 12.8.08 PAGE: 4 OF: 15 DWG BY S. RIPLEY MEZZANINE BEAM 0,/ ATTACH 2 X 4 TO MEZZ BEAM USING 3/8" LAG BOLT TYPICAL WALL SECTION TREATED 2 X 4 ANCHORED TO CONCRETE FLOOR WITH 3/8" ANCHOR BOLT 3'T 1/4" TYP. TYPICAL SECTION - ALUMINUM MEZZANINE BEAM CV 1/4" TYP. 3 1/4" CODE COKPLIANC APP ROVED FEB 12 2009 atYOf Tukwila 12" TYPICAL SECTION - ALUMINUM MEZZANINE LEG cmROfTlIA►A FEB 02 2009 PERMIT CENTER ON STAGEPLAN I N C O N P O N A T E D 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 CLIENT: NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20' x 52' PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: SECTIONS NOTES: DWG DATE: 10.14.08 REVISED: 11.6.06 PAGE: 5 OF: 15 DWG BY S. RIPLEY C0 CO 6" 6" R 4" CONNECTION DETAIL 4 TYPICAL MEZZANINE BOLT PATTERN - 8" DIA. RADIAL BOLT PATTERN KpiiiniVWd! rUK CODE COMPLIANCE APPROVED FEB 1 2 ?ling City Of Tukwila .. DI.NG DIVISION �-- 0.25" ALUMINUM, TYPICAL - GRADE 8, 5/8" STEEL HEX BOLTS, NUTS & WASHERS 3/4" DIAMETER ALL THREAD THROUGH BOLTED CONNECTION DETAIL 1 RADE 8, 5/8" STEEL HEX BOLTS, NUTS AND WASHERS TYPICAL GRADE 8, 5/8" STEEL HEX BOLTS, NUTS AND WASHERS TYPICAL O O O O O CONNECTION DETAIL 2 O O CONNECTION DETAIL 3 STAGEPLAN I N C O I P O R A T E D 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 CLIENT: NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20'x52' PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: BOLT DETAIL NOTES: CITY OF TTUKWLA FEB 0 2 2009 PERMIT CENTER DWG DATE: 10.14.08 REVISED: 01.12.09 PAGE: 6 OF: 15 DWG BY S. RIPLEY POLYSTYRENE FOAM (EPS) — 7/16" OSB, OR 1/2" PLY 1/4" STRANDBOARD 1/4' ALUMINUM MEZZANINE BEAM 3/8' -16 STEEL HEX BOLT W/ WASHERS AND NUT — FLOORINGATrACHMENT SECTION / - 1 1/8" T & G PLYWOOD DECKING 3 /4 " X -- — TYPICAL.StPS_ P1ANEt _ASSEMBLY • J A(3TIAL PJ(y VIEW CODE !ttilltU Wit COMPLIANCE APPROVE FEB 12 2009 aty OfTukwila i IWING DIVISION NOTES: RECEIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER STAGEPLAN I N C O R P O B A T I D 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 CLIENT: NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20' x 52' PROJECT COMPONENT: Mezzanine Construction PAGE DESCRIPTION: DETAILS DWG DATE: 10.14.08 REVISED: 12.8.08 PAGE: 7 OF: 15 DWG BY S. RIPLEY O O O • 1 1twWW WK OMPLIANCE FEB 12 2009 COM Tukwila DIVISION APPROVED O COPIERS NW MEZZ 125.08 PAGE 9 OF "• ECEV Cmr R OF TU LA FEB 0 2 2009 PERMIT CENTER SECURED STORAGE SECURED PARTS STORAGE MI/BMW wit CODE COMPLIANCE APPROVED FEB 12 2089 City Ofr ai ARVIN DIVISION RECEIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER STAGEPLAN I N C O N P O N• T E D 1101 battersby ave. enumclaw wa 98022 360 825 2428 fx360 825 5435 CLIENT: NW COPIERS JOB NO: 08 -13092 PROJECT DESCRIPTION: 20' X 52' PROJECT COMPONENT: INTERIOR WALL AGE DESCRIPTION: ISOMETRIC NOTES: DWG DATE: 10.14.08 REVISED: 12.5.08 PAGE: 8 OF: 15 DWG BY S. RIPLEY ■ SKIN EXTERIOR WITH 1 /2" OSB, OVERLAP, TYP. EXTERIOR AND INTERIOR SKINS ATTACHED WITH #10X3 "WOOD SCREWS SEE NEXT SHEET FOR INNER CONSTRUCTION A21.. STAGEPLAN STAGEPLAN, INC. 1101 Battersby Avenue Enumclaw, WA 98022 Phone: 360- 825-2428/Fax 360-825-5435 This drawing B the exclusive property of Stageplan Inc and may notbe reproduced in any farm without the permission of Stagep an Inc. SKIN INTERIOR WITH 1 /2" WHITE MELEMINE, OVERLAP, TYP. DATE DRAWN: 10/16/2008 DATE REVISED: 11/6/2008 DRAWN BY: S. RIPLEY CUENT: COPIERS NW JOB NUMBER: 08 -13092 SHEET 10 OF 15 / ,,,Licyditifyru E t1,gNCE AP PROVED FEB 1 z 20Q9 j_m_AG DIVISION CitYOf Tr�kwil a PA RTN UMBER /COMPONENT: 08 -13092 -00000 DESCRIPTION: TYPICAL WALL DRAWING NUMBER 08 -13092 -00000 RECEIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER 4 21 3 „ _ 1 „ y 120" _ 1 „ _ __ - - 22 1 - 22 1 -�-- 22 1 �- -- r�C THROUGH LOWER 2 X 4 ", 36" ON CENTER SPACING STAGEPLAN STAGEPLAN, INC. 1101 Battersby Avenue Enumclaw. WA 98022 Phone: 360. 825- 2428/Fax: 360-825-5435 This drawing is the excluslve property of Stageplan Inc. and may notbe reproduced in any form without the permission of Stageplan Inc DATE DRAWN: 10/16/2008 DATE REVISED: 11/6/2008 DRAWN BY: S. RIPLEY CLIENT: COPIERS NW JOB NUMBER: 08 -13092 SHEET 11 OF 15 PA RTN U M B ER/C OM PO NENT: 08 -13092 -00000 DESCRIPTION: TYPICAL WALL DRAWING NUMBER 08- 13092-00000 1062" TREATED 2X4 ANCHORED TO CONCRETE FLOOR 3/8" ANCHOR BOLTS MOUNTED ATTACH TO MEZZ BEAM USING 3/8" LAG BOLT, 36" OC SPACING - ALL PANELS CONTRUCTED USING 2X4 MATERIAL WITH #10 SCREWS i ,,.._.ticiatvvtu tuft LuDE COMPLIANCE APP ROVED FEB 12 20119 i DIVISI EIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER KLZWIWk, "SUFVOPC MST_ wc12.• re Foal NvCS * Coci•wieCAloW VETUt, JtkJ se 2 Tvpi C I.L...,:;CtION kwivtivotti Uelp eilE64't 12E1AlL Z 5ejsms "Ty' (CAL- itpyityvtu Wk C OMPLIANCE AP PROVED FE3 I 2 2009 GOOF Walla j aDIN5DIVISION RECEIVED CrfY OF TUKWILA FEB 0 2 2009 PERMIT CENTER STSWLAN tiqb Otb3/09 nb& it e - 4 • VattA 7.- se VeTAA Z- M E2-1.P0 11*- b aty Oru 1\AU.2.AIA ti\le t_QC.;1 BUILDING 10 re\z-WELTw& vkew vIvVU COMP APPROV FEB 1 2 20 '4Z2-4A1 Svi7De- T RECEIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER 3174:0 le7A 1 t i ff s M,OU T W U.- Ta NW CTl•S sTA6E IN o\ f i31 0 °1 Ce L.- ‘\ saS 9060/414°C Wrier) 2 ( ° ' vi- 91tera-n pc IV 95^Jr v 11\1 A te� W� COMPLIANCE APplitowED FE3i City Of Tukwila NG DNTSTDI► RECEIVED CITY OF TUKWILA FEB 0 2 2009 PERMIT CENTER N\td CO\ 1 7..S STPtc707a.(1\1 INC. O/iJoci VAfv. l5 OY- k5 NIElliwINE SAM Ma,\Ame\q V&TAct- zit psc. tWtL Wk COMPLIANCE PROM FEB 1 ?,t►ia City Of Tukwila _WILDING DIVISION! vsTA1 I, �t CI OF TUKWLA FEB 0 2 2009 PERMIT CENTER w W ktiki-t • 3" 10 scxeews ATrAtA4 Uvv welt -3eaG 3 Yenwer-- siW mu/tol_ -\VVe) NTD CAN CzeT"