Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D08-368 - WESTFIELD SOUTHCENTER MALL - CHARLOTTE RUSSE - STORAGE RACKS
CHARLOTTE RUSSE 621 SOUTHCENTER MALL D08 -368 Parcel No.: 6364200010 Address: 621 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: CHARLOTTE RUSSE Address: 621 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Citylif 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: STARR DE LA CRUZ Address: 2413 PACIFIC COAST HWY #202 , LOMITA CA 90717 Phone: 310- 606 -2078 X110 Contractor: Name: MC CONSTRUCTION MANAGEMENT INC Address: 38012 NORTH LINDA DR , CAVE CREEK AZ 85331 Phone: 480 367 -8600 Contractor License No: MCCONMI99ORC DESCRIPTION OF WORK: INSTALL 21 STORAGE SHELVES IN STORAGE ROOM Value of Construction: $12,000.00 Fees Collected: $447.53 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 u DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 368 Issue Date: 08/14/2008 Permit Expires On: 02/10/2009 Expiration Date: 12/18/2009 doc: IBC -10/06 D08 -368 Printed: 08-14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 City (*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 N I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie i , whether specified herein or not. The granting of this permit does not pr- sume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of w • k. I am authorized to sign and obtain this development permit. Date: 1 4. • ■ Permit Number: D08 -368 Issue Date: 08/14/2008 Permit Expires On: 02/10/2009 Private: Public: Profit: N Non- Profit: N Private: Public: Date: al ! t i This permit shall become null and void if the work is not dommenced 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 -368 Printed: 08-14 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 621 SOUTHCENTER MALL TUKW Suite No: Tenant: CHARLOTTE RUSSE 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: D08 - 368 Status: ISSUED Applied Date: 07/10/2008 Issue Date: 08/14/2008 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 12: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (IFC 2302) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (IFC Chapter 23) (NFPA 13) 13: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. Install mechanical stops between rolling sheleving units so that when units are rolled together, a 6" flue space is maintained to prevent sprinkler, obstructions greater than 4' wide. (NFPA 13- 12.3.1.13) doc: Cond -10/06 D08 -368 Printed: 08-14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -368 Printed: 08 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: r Date: r Print Name: doc: Cond -10/06 008 -368 Printed: 08-14 -2008 Company Name: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. d Fog O STAe�7� (I * *Please Print ** l� SITE LOCATION �,� King Co Assessor's Tax Site Ac a --��'' �' } gri. ' f 1 I Suite Number: Tenant Name: t j4: I L . , New Te W Property Owners Name: P ° Id , kTh 1 )4.J ) Mailing Address: / 1lli D f W j$hIt* U MS S (es City t CONTACT PERSON - who do we contact when yourpermit is ready to be issued • Name: _ " Mailing Address L/ 1 3 pan CC, '60,4- --42,2d,9, --42,2d,9, ! O1'YZI ^ C� � City 2 / State Zip / E -Mail Address: �" (7 1 on' c -ce4 . (� r+\ Fax Number: 3 / i _c ti 1 -7'? GENERAL CONTRACTORINFORMATION - . (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Building. Permit No. • • Mechanical Permit No.. Plumbing/Gas Permit No. Public Works `Permit No: • Project No. .1 (For office use only) No.: Lo 3 (et-tab— 0010 h � S l`ac( Floor: 0 Yes ❑ . nant: State State Zip Z ip No CO—ate a �6D Zip Day Telephone: Q - l(10 LO 'o1U t K +�(� Q: Applicafions\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Contact Person: Day Telephone: E -Mail Address: Fax Number: Page 1 of 6 • BUILDING PERM T INFORMATION -4206 Valuation of Project (contractor's bid price): $ lal DO D Scope of Work (please provide detailed information): I. , _' / _ . d !i 1.. a 5 -e! Existing Building Valuation: $ �i ra tsvm Will there be new rack storage? 'j Yes ❑.. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 14 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. Q'\ApplicationsWortns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 ' , Existing • Interior.Remodel ' Additionto• . •'Existing' : 'Structure New . Type of Construction•pet% IBC . Type of Obcupancy per, ..... ' , IBC •• 1.' Floor Cs PJarr. r Floor 3` Floor Floors :thnu Basement • Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck . , Uncovered Deck • BUILDING PERM T INFORMATION -4206 Valuation of Project (contractor's bid price): $ lal DO D Scope of Work (please provide detailed information): I. , _' / _ . d !i 1.. a 5 -e! Existing Building Valuation: $ �i ra tsvm Will there be new rack storage? 'j Yes ❑.. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 14 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. Q'\ApplicationsWortns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh 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 1 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 OW ER OR AUT RI D AGENT: Signatur • Print Name: 5 1 u 'rr n La GIA Day Telephone: '1a -Lo()L -02 07 t� x /1 a Mailing Addressi - tj pa ac. ( G t26- 0 C 9 7/ 7 City State Date Application Expires: 1 v i. 06,-- I Date Application Accepted: 1 -10 - 0 6' Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 7i /6/0/ Staff Initials: Zip wt I Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -368 Address: 621 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 07/10/2008 Applicant: CHARLOTTE RUSSE Issue Date: Receipt No.: R08 - 02508 Payment Amount: $447.53 Initials: WER Payment Date: 07/10/2008 01:44 PM User ID: 1655 Balance: $0.00 Payee: PERMITS DIRECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1386 447.53 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 268.50 174.53 4.50 Total: $447.53 4671 07/10 0711 TOTAL 447.53 don: RAnnint -flfi Printprt: (17- 1(1 -9(1fR Project: C GA $ • M A7 1_,,.'7 Type of Inspec o 6 L' : Inspect : Address: Date Called: Specia Instructions: Date Wanted: / ',ill., p.m. . Requester: Phone No: INSPECTION NO. INSPECTION RECORD n os r � Retain a copy with permit Li 3 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • Approved per applicable codes. Corrections required prior to approval. COMMENTS: e fif - A: e,<) L Pk €- Inspect 14 Date: ( 5 - ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: • Project: .hype of Inspection: c: " sA r Baild,7 Address: (( z. 4 4-L-L_ Date Called: Special Instructions: Date Wanted: 1' _ Q(Y .. p.m. Requester: Phone No: 3 -5(1 !. Approved per applicable codes. L2 INSPECTION RECORD A �� p Retain a copy with permit d PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: G) A16 - (- - ,`e. s• Inspector: jDate: ID $60.00 REINSPECTION FEE REQUIRED. Prior tojnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call tb schedule reinspection. (Receipt No.: 'Date: Project: �v i),,,s.._ T ype of Inspection: NJ A t C (L— Address: Suite #: C Contact Peron: Special Instructions: Occupancy Type: Phone No.: 4s'b3 - S19 - lio 36. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: W9'J.TY •. "7.. ... ... i it: Aa :.Y..ii11192t,. - . �:'§Q •C°+ ?. C.,v ct E128. 7n'ifiS oitOP"°" • " C 'ffi�W • Q1M ..wadY1.• :Q11 dL ..•�• :QS..•i , INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East,jukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: /ri — (1R 3t ) 1 / - — (bay - 2 ) 1 Date: rs .. 7 -Inspector: -& ifh /iz $80.00 REINSPECTION FEE .REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Name Project Number Date Permit No. tructur& pts : CHARLOTTE RUSSE #522 : H- 061308 -8 : 06/16/08 Street Address : 633 SOUTH CENTER #568 City /State : SEATTLE, WA 98188 Scope of Work : LIGHT DUTY SHELVING UNITS RECEIVE "b08- 3(98 JUL 1 0 2008 PERMIT CENTER FILE COPY ngineerin 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail@sceinc ,ne iREJJEWED FOR CODE COMPLIANCE APPROVED JUL 1 2008 JUN 1 6 2008 S tturoI oncepts E ngineering 1200 N. Jefferson St Ste F - Anaheim GA 92807 Tet 714.6327330 Fax 714.6327763 By. BOB S Project Charlotte Russe 14522 Project #: H- 061308 -8 Design Data Configuration: Mobile Shelving MS -10B -2 120H x 48W x 24D 1) The analyses of the light duty storage fixtures conforms to the requirements of the 2006 IBC 2) Steel minimum yield, Fy= 36 ksi unless otherwise noted on the plans or analysis herein. 3) Anchor bolts shall be provided by installer per ICC reference on the calculations herein 4) All welds shall conform to AWS procedures, utilizing E70xoc electrodes or similar. M such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The slab on grade is assumed to be 5" thick with minimum 2500 psi compressive strength. Sal bearing capacity is 500 psf. Charlotte R u s o e #522 11-06 1 308 -8 Rapid Mobile IBC itat +v gftazie of / L 6/ 16/2008 Component Summary Column TP 3" x 14ga (AP/TP10) 0.30 OK Beam Double Rivet Z (DMZ) & DRBLP 0.23 OK Beam Rivet 1-1/2° Spacing 0.24 OK Anchor (1) 3/8" Diam x 2" Embed Hi Id Kwildrolt TZ 013" o.c.along mobile track (ICC ESR 1917) No Inspection Required 0.16 OK tructura' C oncepts E ngineering 1200 N. Jefferson 5t 5te F - Anaheim. CA 92807 Tek 714.632.7330 Fax 714.632.7763 I Notes By BOBS Summary of Results Seismic Zone Coeff Ss= 1.429 Seismic Zone Coeff Fa= 1.000 Project Charlotte Ri.cf #522 Configuration: Mobile Shehring t4S-10B-2 120H x 48W x 24D 10' STARTER WITH ADP UNIT MS-1013-2 24 Mar 10 S IARThE wrii MS - 11:13 - 12"X 61' Code= 2006 IBC Steel Fy= 36,000 psi Product LL= 40 lb/Lvl Charlotte Ruse #522 11-061308-8 Rapid Mobile IBC itat-i-v efteur 3 of I # of Levels= 5 D= 24.0 in H= 120.0 in I L= 48.0 in Shelf Configuration Location Elevation Load hl= 3.0 in 40 Ib h2= 30.0 in 40 Ib h3= 28.5 in 40 Ib h4= 30.0 in 401b h5= 28.5 in 40 Ib moron: TRACK AND CARRIAC& SCALE N.T_S Project 44: H Total Height= 120.0 in 6/ 1 G/2008 Component Summary Column TP 3" x 14ga (AP /TP10) 0.30 OK Beam Double Rivet Z (DRBZ) & DRBLP 0.23 OK Beam Rivet 1 -1/2" Spacing 0.24 OK Anchor (1) 3/8" Diam x 2" Embed Milli Kwikbolt TZ per L or T Post (ICC ESR 1917) No Inspection Required 0.16 OK Base Plate T post DF footplate 3.75x2.375x14ga, L post SF footplate 2.5x2.5x14ga 0.13 OK Slab 5 in thick x 2500 psi slab /500 psf soil 0.04 OK Summary of Results 0' STARTER WITH ADD -0N UNIT MS -10B -2 24 - X9B - 196" SIIELr (Notes S tructural �.1 once s Lngineering 1200 N. Jeffer St Ste F - Anaheim_ CA 92807 Tet 714.632.7330 Fax 714.632.7763 .1 By. BOB 5 Seismic Zone Coeff Ss= 1.429 Seismic Zone Coeff Fa= 1.000 Project Charlotte Russe 14522 Configuration: Fixed Shelving INS- 10B -2120H x 48W x 24D 111 S 1'A1 i I< y i if MS -1DB -1 12 "X48` Code= 2006 IBC Steel Fy= 36,000 psi Product LL= 40 Ib/Lvl Charlotte Russe #522 H - 06 1 308 - 8 Rapid Mobile IBC itat +v gf e ti of / L I # of Levels= 5 D= 24.0 in H= 120.0 in L= 48.0 in Shelf Configuration Location Elevation Load hl= 3.0 in 40 Ib h2= 30.0 in 40 Ib h3= 28.5 in 40 Ib h4= 30.0 in 40 Ib h5= 28.5 in 40 Ib Project ti: H 061308 - 8 Total Height= 120.0 in 6/ l 6/2008 Component Summary Column TP 3" x 14ga (AP /TP10) 0.21 OK Beam Double Rivet Z (DRBZ) & DRBLP 0.14 OK Beam Rivet 1 -1/2" Spacing 0.14 OK Anchor (1) 3/8" Diam x 2" Embed Hilti Kwildsolt TZ per 1 or T Post (ICC ESR 1917) No Inspection Required 0.26 OK Base Plate T post DF footplate 3.75x2.375x14ga, L post SF footplate 2.5x2.5x14ga 0.13 OK Slab 5 in thick x 2500 psi slab /500 psf soil 0.04 OK 'Notes S tructural G orice is � Engineering lill Summary of Results 1200 N. Jefferson St Ste F - Anaheim. CA 92807 Tet 714.632.7330 Fax 714.632.7763 By BOB S Project: Charlotte Ruse 14522 Project #: H -061303 -8 Configuration: Fixed Shelving MS -108 -1 120H x 48W x 12D 10' STARTER WITH ADD -ON UNIT MS -1DB -1 IZ"X48 "X12a" SIIE1F Seismic Zone Coeff Ss= 1.429 Seismic Zone Coeff Fa= 1.000 Code = 2006 IBC Steel Fy= 36,000 psi Product LL= 25 Ib /Lvl Charlotte Russe #522 11-001303-3 Rapid Mobile IBC itat +v gri'a�e L of / 2 Shelf Configuration # of Levels= 5 D= 12.0 in H= 120.0 in L= 48.0 in Location Elevation Load hl= 3.0 in 25 Ib h2= 30.0 in 25 Ib h3= 28.5 in 25 Ib h4= 30.0 in 25 Ib h5= 28.5 in 25 Ib Total Height= 120.0 in 0/ 1 0/2003 Component Summary Column 7P 3" x 14ga (AP/1P10) 0.25 OK Beam Double Rivet Z (DRBZ) & DRBLP 0.21 OK Beam Rivet 1-1/2" Spacing 0.20 OK Anchor (1) 3/8" Diam x 2" Embed Hitti Kwikbolt 72 per 1 or T Post (ICC ESR 1917) No Inspection Required 0.18 OK Base Plate T post: DF footplate 3.75x2.375x14ga, L post SF footplate 2.5x2.5x14ga 0.15 OK Slab 5 in thick x 2500 psi slab/500 psf soil 0.04 OK en trucura C oncepts E ngineering 'Notes By BOB S Summary of Results Seismic Zone Coeff Ss= 1.429 Seismic Zone Coeff Fa= 1.000 1200 N. Jefferson St Ste F - Anaheim. CA 92807 Tel 714.632.7330 Fax 714.6327763 Project: Charlotte use #522 Configuration: Axed Shelving MS 96H x 48W x 18D -0" STARTER WITH ADD-ON UNIT k4S-3E 18"X4rX96" SRELF Code= 2006 IBC Steel Fy= 36,000 psi Product LL= 40 Ib/LvI Charlotte Ruse #522 H Rapid Mobile IBC itat+v gFtazr (p of # of Levels= 6 D= 18.0 in H= 96.0 in L= 48.0 in Shelf Configuration Location Elevation Load hl= 3.0 in 40 Ib h2= 27.0 in 40 Ib h3= 16.5 in 40 Ib h4= 16.5 in 401b h5= 16.5 in 40 Ib h6= 16.5 in 40 11) Project tt: H Total Height= 96.0 in 611G12008 S tru ural oncepts E ngineering Seismic Forces By. BOB S V 0.2695 V2 0.1509 „n,,,,,= 0.015 Seismic Coeff= 0.2695 (Either Direction) Down Aisle Seismic Shear (Longitudinal) # Moment Beam 5 Wlong= E(LL*0.67 +DL) = 2341b Vlong =V 0.2695 * 234 Ib = 63 Ib VJ2= 32.0 Ib Transverse Distribution Level LL*0.67 1 26 lb 2 261b 3 261b 4 26 lb 5 261b Sum: 132 Ib 100 Ib Transverse Column Loads Pstatic= E(LL+DL) = 150 Ib 1200 N. Jefferson St Ste F - Anaheim. GA 92807 Tet 714.632.7330 Fax 714.6327763 DL 20 Ib 20 lb 20 Ib 20 Ib 20 Ib Pseismic= /D = 235 Ib Mtransr =M 468 in-Ib Project Charlotte use #522 Configuration: Mobile Shelving MS- 10B -2120H x 48W x 24D V1= S /R V2= [ 0.4 * ap * S * Ws * (1 + 2 *z /h) /(Rp /Ip)] S Fa * Ss * (2/3) V,,, 0.015 # Levels= 5 (MI Sec 2.5.12) Fa= 1.00 Ss= 1.43 ap= 1.0 hi 3 in 33 in 62 in 92 in 120 in wi *hi 139 1,531 2,854 4,246 5,568 Rp= 2.5 z/h= 0.00 Ip= 1.00 R= 3.50 Cross Aisle Seismic Shear (Transverse) # Momert Beane Wtransv= Vbansverse=V 0.6 lb 6.7 Ib 12.5 Ib 18.7 Ib 24.5 Ib W=232 Ib 14,338 63 Ib Charlotte Russe #522 I 308 - 8 Rapid Mobile IBC ttat +v gFl2a5e 1 of Longitudinal Column Loads Pstatic= E(LL +DL) = 150 Ib 1 3 E(LL*0.66+DL) 234 Ib 0.2695 * 2341b 63 Ib R *hi 2 in-Ib 221 in-lb 769 in-Ib 1,711 in-Ib 2,940 in-Ib Mart=5642.7 in-lb Protect #: H -061308.8 Elevation V /col= 32.0 Ib V Moment Resisting DbI Rivet Beams Vn hb Mn Mconn 32.00 Ib 21.33 Ib 10.67 Ib 3 in 59 in 59 in 96 in-Ib 624 in-Ib 312 in-Ib 360 in-lb 468 in -Ib 156 in -Ib Smilarly, Mlong= 384 in -Ib Mconn -long= 329 in -Ib Mlong= m r #v d v r = 384 in -Ib 6/ 1 6/2008 S tructural C oncepts .e1( Engineering 1200 N. Jefferson St Ste F - Anaheim_ CA 92507 Tet 714.632.7330 Fax 714.6327763 By. BOB S Transverse Column Loads (Weak Axis Bending) Configuration: Mobile Shelving MS -10B -2 120H x 48W x 24D Conforms to the requirements of Chapter C5 of the 1996 ALSI Cold Formed Steel Design Manual for combined bending and axial loads. Net Section Properties Column= TP r x 14ga (AP/TP10) Aeff = 0.358 in ^2 Ix (downaisle) = 0.148 in ^4 Sx (downaisle) = 0.099 in ^3 rx (downaisle) = 0.642 in Iy (crossaisle) = 0.087 in ^4 Sy (crossaisle) = 0.090 in ^3 ry (crossaisle) = 0.494 in Fy= 36 ksi Loads Load Case. (Fully Loaded) Axial Analysis Bending Analysis Combined Stresses Axial =P= 385 Ib Moment =My= 624 in-Ib Kxlx/rx = 1 *30 "/0.642` KyLy /ry = 1 *58.5"/0.494" = 46.7 = 118.4 Fe= n ^2E/(KL/r)max ^2 = 20.8ksi Pn= Aeff*Fn = 7,301 Ib P /Pa= 0.10 < 0.15 Check: P /Pa + My /May <_ 1.33 Pno= Ae *Fy = 0.358 in ^2 *36000 psi = 12,8881b May = My /Qf = 3240 in -Ib /1.67 = 1,940 in -Ib p= {1 /[1- (Sk *P/Pcr)] }^ -1 = {1/[1- (1.92 *385Ib /7402Ib)] } ^ -1 = 0.90 Project Charlotte Russe 14522 Project #: H 0613088 Of= 1.67 E= 29,500 ksi eh= 1.0 Cmx= 0.85 Kx = 1.0 Lx = 30.0 in Ky = 1.0 Ly = 58.5 in Fy /2= 18.0 ksi Sk= 1.92 Pao= Pno /Qc = 128881b/1.92 = 6,713 Ib Charlotte Russe #522 H-06130(5-8 Rapid Mobile II5C itat +v gliazse of / 1j 3" Fe > Fy /2 Fn= Fy(1-Fy /4Fe) = 36 ksi *[1 -36 ksi /(4 *20.8 ksi)] = 20.4 ksi Pa= Pn /Qc = 7301 Ib /1.92 = 3,8031b Pa= n^2EI /(KL)max ^2 = n ^2 *29500000 psi /(1 *58.5 in)^2 = 7,402 Ib Myield =My= Sy *Fy = 0.09 in ^3 * 36000 psi = 3,240 in-Ib (3851b/3803 lb)* (624 in4b11940 in-lb) = 0.38 < 133; OK (EQ C5-3) 6/ 1 6/2005 S tructural C oncepts pr- 0/ Engineering 1200 N. Jefferson St Ste F - Anaheim_ CA 92807 Tel: 714.632.7330 Fax 714.632.7763 By. BOB S Project Charlotte Rufce #522 Project #: H- 061308 -8 Longitudinal Column Loads (Strong Axis Bending) Configuration: Mobile Shelving MS -108 -2 120H x 48W x 24D Conforms to the requirements of Chapter C5 of the 1996 A1SI Cold Formed Steel Design Manual for combined bending and axial Toads. Net Section Properties Loads Column= Aeff = Ix (downaisle) = Sx ( downaisle) = rx ( downaisle) = Iy ( crossaisle) = Sy (crossaisle) = ry ( crossaisle) = FY= Axial Analysis P /Pa= Bending Analysis Combined Stresses TP 3" x 14ga (AP/TP10) 0.358 in ^2 0.148 in ^4 0.099 in ^3 0.642 in 0.087 in ^4 0.090 in ^3 0.494 in 36 ksi Load Case: (Fully Loaded) Axial =P= 150 Ib Moment =Mx= 384 in-lb KxLx/rx = 1 *30 "/0.642" = 46.7 Fe= n ^2E/(KL/r)max ^2 = 20.8ksi Pn= Aeff*Fn = 7,301 Ib 0.04 < 0.15 Check: P /Pa + My /May <_ 1.33 Pno= Ae *Fy = 0.358 in ^2 *36000 psi = 12,8881b May = My /Qf = 3564 in-Ib /1.67 = 2,134 in -Ib N= {1 /[1- (0k *P /Pcr)] } ^ -1 = {1 /[1- (1.92 *150 Ib/7402 Ib)] } ^ -1 = 0.96 S2f= 1.67 E= 29,500 ksi Cb= 1.0 Cmx= 0.85 Kx = 1.0 Lx = 30.0 in Ky = 1.0 Ly = 58.5 in KyLy /ry = 1 *58.5"/0.494" = 118.4 Fy /2= 18.0 ksi Qc= 1.92 (150 tb/3803 lb) i (384 in- Ib/2134 in-Ib) = Pao= Pno /Qc = 128881b/1.92 = 6,7131b Charlotte Ruse /1522 H-06 1 308-8 Rapid Mobile 1130 itat +v gRale 1 of 1 2i 3° Fe > Fy /2 Fn= Fy(1-Fy /4Fe) = 36 ksi *[1 -36 ksi /(4 *20.8 ksi)) = 20.4 ksi Pa= Pn/Qc = 7301 Ib/1.92 = 3,803 Ib Pcr= n ^2EI /(KL)max ^2 = n ^2 *29500000 psi /(1 *58.5 in) ^2 = 7,402 Ib Myield =My= Sx *Fy = 0.099 in ^3 * 36000 psi = 3,564 in-Ib 0.20 < 1.33, OK (EQ C5 -3) 6/ 1 6/2008 . • s tructural Concepts E ngineering By. BOSS Double Rivet Beam Beam Type= Ix= Sx= Fy-beam= Shelf Span=L= Check Beam Bending Max Shelf LL= 60 Ib Load=w=LL/(2*L)= 7.5 pif fb/Fb= 1200 N. Jefferson St Ste F Anaheim GA 92807 Tel: 714.632.7330 Fax: 714.632.7703 Double Rivet Z (DRBZ) 0.0330 inA4 0.037 inA3 36,000 psi 48 in M= w * LA2/8 = 180 in-lb M/Sx = 4,865 psi Fb= 0.6 * Fy 21,600 psi Check DRB Beam Rivets For Static + Seismic Loads Rivet Spadng=d= 1.5 in Rivet diameter= 0.25 in Fy 50,000 psi M= 468 in-lb C= M/d = 312 Ib 0.23 OK Project: Charlotte Russe #522 Shear Capacity= Rivet Area * 0.4 * Fy-rivet * 1.33 = [(0.25 in)^2 * pi/4] * 0.4 * 50000 psi * 1.33 = 1,309 lb Bearing Capacity= Rivet Diam * trnin * Fu * 1.2 * 1.33 = 1,740 lb Effective Shear= [(W/2)^2 + CA2]^0.5 = 312 lb OK Configuration: Mobile Shelving MS-10B-2 120H x 48W x 24D DBI Rivet "Z" Beam Check Beam Deflection Check DRBLP Beam Beam Type= Double Rivet Lo Prof (DRBU) Ix= 0.0120 inA4 Sx= 0.022 inA3 N fb= 0.38 D= 0.1260 in OK OK =11 g PIA Rivet Low Paiile Beam tmin= 0.075 in Fu= 58,000 psi W= (LL+DL)/4 = 15 lb Charlotte Russe #522 H-06 I 308 Rapid Mobile IBC itat+v gRzcqe of I u I A A A A A AA A v V' v V v VV tJ E= 29,500,000 psi D= 5 * w * LA4/(384 * E * Ix) = 0.0458 in Dallow= L/180 0.27 in OK Beam to Column Downaisle bear; Downaisle bean 5helf View Project tt: H-061308-8 Gl 6/2008 Column Rivet Beam S tructurc' G oncevTs e ngineering Loads on Anti-Tip Rail Pin Uplift Bolt Shear By. BOB S Project Charlotte Busse #522 Shear= 125 Ib 1200 N. Jefferson St Ste F - Anaheim, GA 92807 Tek 714,632.7330 Fax: 714.632.7763 1/4 "0 BOLT — TYP. IN TRACK ANTI —TIP Configuration: Mobile Shelving MS -108 -2 120H x 48W x 24D Check Uplift on Anti-Tip Mechanism T= 125 Ib Pin Diam= 0.25 Pin Area= 0.049 inA2 ft= T /Pin Area = 2,551 psi Ft= 0.6 *Fy = 21,600 psi ft /Ft= 0.12 OK Fy= 36,000 osi Charlotte Russe #522 h - OG 1 308 - 8 Ranid Mobile IBC itat +v gFt823e of / 2 - 1/4"0 ANCHORS 2" EMB. 13" o.c. STEEL UNDERLAYMENT TYP THROUGH OUT TRACK Bolt Diam= 0.250 in Shear Capacity= Bolt Area * N * Fv * 1.33 # BoIt =N= 2 = 2,742 Ib OK Fv= 21,000 psi Fu- steel= 58,000 psi Bearing Capacity= Bolt Diam * t -min * 1.2 * Fu * 1.33 t -min= 0.075 in = 3,471 Ib OK Protect #: H -061308 -8 6/1G/2008 Loads Fully Loaded rack Anchor tructural C oncepts E ngineering Critical Level= 5 Fully Loaded: Top Level Loaded: By BOB Top Level Loaded Only 1200 N. Jefferson Sr Ste F - Anaheim. Vtrans=V= 63 Ib DL/Frame= 100 Ib LL/Frame= 200 Ib Wst= (0.9 *DL +LL)total= 290 Ib LL @ TOP= 40 Ib DL/Lv1= 20 Ib DL *0.90= 18 Ib Lateral Ovt Forces= LQR *hi)= 5,643 in-Ib Vtrans= 63 Ib Movt= l(R *hi) *1.15 = 6,489 in-Ib Vtop= 0.2695 * (40 Ib*0.67 + 20 Ib) = 131b Mst= 0.9 *(DL- total + LL -top) *0/2 = (40 Ib + 20 Ib *0.9) * 24 in /2 = 696 in-Ib Pullout Capaaty =Trap= 1,006 Ib Shear Capacdty=Vcap= 999 Ib Tcap *Phi= 1,006 Ib Vcap*Phi= 999 Ib Project. Charlotte Russe 14522 Mobile Track Anchor (Mobile Units) Configuration: Mobile Shelving MS -10B -2 120H x 48W x 24D Mst= Wst * D/2 = 290 Ib * 24 in/2 = 3,480 in-Ib Frame Depth =D= 24.0 in Htop -M= 120.0 in # Levels= 5 # Anchors /End= 1 Hgt @ Lvl 5= 120.0 in Check (1) 3/8" Diam x 2" Embed Hilti Kwikbolt TZ anchor(s) @ 13" oc along mobile track Special inspection is not required per ICC ESR 1917. L.A. Cdy Jurisdiction? NO Phi= 1.00 (125 Ib /10061b) ^1 + (321b/999 Ib) ^1 = (36 1b/10061b) ^1 + (7 lb/999 ib) ^1 = Charlotte Ruse #522 t1- 061308 -8 Rapid Mobile IBC itat +v gIee ( L of 1 Z CA 92807 Tek 714.032.7330 Fax 714.032.7703 Movt= Vtop *Htop* = 13 Ib * 120 in = 1,560 in-Ib Uplift =T= (Movt- Mst) /D = (1560 in -Ib - 696 in- Ib) /24 in = 36 Ib 0.16 <= 1.0 OK 0.04 <= 1.0 OK T Project 11: H -001308-8 • S11/F Fl FVATION Uplift =T= (Movt - Mst)/D = (6489 in-Ib - 3480 in- Ib) /24 in = 125 lb 6! 1 6/2008 ACTIVITY NUMBER: D08 -368 DATE: 07 -10 -08 PROJECT NAME: CHARLOTTE RUSSE SITE ADDRESS: 621 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Build ivlsion Public Works ❑ DETERMINATION 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 ROXJTING: Please Route • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP F-0/ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: 1 Documents/routing slip.doc 2 -28 -02 F ire Prevention Structural 111 Incomplete Structural Review Required Oil Iry DATE: DATE: Planning Division Permit Coordinator DUE DATE: 07 -15 -08 Not Applicable ❑ No further Review Required DUE DATE: 08-12 -08 ❑ I Approved Approved with Conditions 11 Not Approved (attach comments) ❑ 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 1 COLONIAL SURETY & OF MD LPM4055010 11/ 15/2001 Cancelled $12,000.00 12/03/2001 Name Rote Effective Date Expiration Date MCCLYMONDS, JIM PRESIDENT 12/03/2001 Amount Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 VALLEY FORGE INSURANCE 2090391118 05/24/200805/24 /2009 $1,000,000.0005 /19/2008 7 C FORGE INS TCP2090391118 05/24/200705/24 /2008 $1,000,000.0005 /21/2007 6 VALLEY FORGE INS TCO2090391118 05 /24/2007 05/24/2008 $1,000,000.00 05/15/2007 Untitled Page General /Specialty Contractor Adwsiness registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. MC CONSTRUCTION MANAGEMENT INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type CORPORATION Parent Company MC CONSTRUCTION MANAGEMENT INC 4803678600 38012 NORTH LINDA DR CAVE CREEK AZ 85331 OUT OF STATE UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602162692 ACTIVE MCCONMI99ORC CONSTRUCTION CONTRACTOR 12/18/2001 12/18/2009 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= MCCONMI99ORC 08/14/2008 PROJECT AC. ASPHALT CONCRETE G.C. GENERAL CONTRACTOR RI.C. ROUGH IN AF.F. ABOVE FINISH FLOOR GLS. GLASS AND CONNECT RO. ROUGH OPENING ALUM. ALUMINUM GR. GRADE S.C. SOLID CORE BLKG. BLOCKING GYP. BD. GYPSUM BOARD S.F. SQUARE FEET BM. BEAM HT. HEIGHT SHT. SHEET B.O. BOTTOM OF H.M. HOLLOW METAL SIM. SIMILAR B.U.R. BUILT UP ROOF I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS C.C. CENTER TO CENTER IBC INTERNATIONAL BUILDING CODE SERV.SINK. SERVICE SINK C.J. CONTROL JOINT IFC INTERNATIONAL FIRE CODE S.S. STAINLESS STEEL C.L CENTER LINE JT. JOINT STR STRUCTURAL CLR. CLEARANCE MEP MECH, ELEC. & PLUMB. C.C.R CONSTRUCTION CODE REVIEW Nina MANUFACTURED T.BD TO BBE SUSPENDED E C.M.U. CONCRETE MASONRY UNIT B.D BE DECIDED MFR MANUFACTURER T.O.0 TOP OF CURB CONC. CONCRETE M.O. MASONRY OPENING T.O.E TOP OF SAVE COL COLUMN MTD. MOUNTED T.J. TOOLED JOINT C.T. CERAMIC TILE MTL METAL D.F. DRINKING FOUNTAIN T.O.M TOP OF MASONRY DIA DIAMETER N.C. NO CEILING T.O.P TOP OF PANEL DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.PAR TOP OF PARAPET D.S. DOWNSPOUT (N) NEW N.T.S. NOT TO SCALE T.O.R TOP OF RIDGE D.Ef•.L DOUBLE O.C. ON CENTER T.O.S TOP OF STEEL (E) EXISTING O.D. OUTSIDE DIAMETER T.O.W TOP OF WALL EIFS EXTERIOR INSULATION O.F.C.I. OWNER FURNISHED T.O.SW TOP OF SCREEN WALL FINISHING SYSTEM CONTRACTOR INSTALLED T.O.SF TOP OF STEEL FRAMING E.J. EXPANSION JOINT T.S. TUBE STEEL ELEV. ELEVATION O.F.D. OVERFLOW DRAIN TYP. TYPICAL EQ. EQUAL OPP OPPOSITE EXT. EXTERIOR O.S. OVERFLOW SCUPPER UBC UNIFORM BUILDING CODE F.D. FLOOR DRAIN OPNG. OPENING UFC UNIFORM FIRE CODE F.E.C. FIRE EXTINGUISHER CABINET O.T.O. OUT TO OUT U.L UNDERWRITERS LABORAT. FIN. FINISH OVHD. OVERHEAD U.N.O. UNLESS NOTED OTHERWISE F.G. FINISH GRADE P.D. PANIC DEVICE VAR VARIES FLR FLOOR P.L PROPERTY LINE V.C.T. VINYL COMPOSITION TILE F.S. FLOOR SINK PLAM. PLASTIC LAMINATE VEST. VESTIBULE F.O.M. FACE OF MASONRY PLYWD. PLYWOOD V.I.F. VERIFY IN FIELD F.O.S. FACE OF STUD FINS. FINISH SURFACE RAD. RADIUS W.C. WATER CLOSET FTG. FOOTING (R) RELOCATE UNO WD. WOOD F.V. FIELD VERIFY RC.P. REFLECTED CEILING PLAN W.H. WATER HEATER GA GAUGE RD. ROOF DRAIN W/ WITH GALV. GALVANIZED R.I. ROUGH IN DATA LANDLORD/TENANT COORDINATION WESTFIELD SHOPPINGTOWN 11601 WILSHIRE BOULEVARD 11TH FLOOR LOS ANGELES, CA 90025 TEL 310478A458 FAX 310.478.1287 ATTN: JOSH KIMMEL TENANT CHARLOTTE RUSSE, INC. 4645 MORENA BLVD. SAN DIEGO, CA 92117 TEL 858.587.9900 FAX 858.875.0333 CONTACT: MACK WILLIAMS MALL MANAGEMENT SOUTHCENTER MALL MALL MANAGEMENT OFFICE 633 SOUTHCENTER SEATTLE, WA TE: 2082487400 FAX 206244.8607 ATTN: ANDREW CIARROCCHI FACE OF FINISH CENTER OF ARCHITECT OF RECORD CORTLAND MORGAN, ARCHITECT 711 NORTH FIELDER ROAD ARLINGTON, TX 76012 TEL 817.6355696 FAX: 817.635.5699 AL CONTRACTOR TBD ADDRESS CITY, STATE, ZIP CODE TEL FAX CONTACT: A5-1 HEET MEP ENGINEER M- RETAIL ENGINEERING INC. 1259 KEMPER MEADOW DRIVE CINCINNATI, OH 45240 TEL 513.825.1152 FAX 513.825.4549 ATTN: PENNY CANNON DETAIL # DETAIL REFERENCE 0 DOOR NUMBER 0 KEYNOTE 0 FINISH SYMBOL REVISION DELTA 0 GRID LINE BUBBLE MATCHLINE PROJECT COORDINATOR RE -AL 2312 30,E STREET SAN DIEGO, CA 92104 TEL 619.2694288 FAX 619269.9075 CONTACT: CHERISSE REGNART ABBREVIATIONS AC. ASPHALT CONCRETE G.C. GENERAL CONTRACTOR RI.C. ROUGH IN AF.F. ABOVE FINISH FLOOR GLS. GLASS AND CONNECT RO. ROUGH OPENING ALUM. ALUMINUM GR. GRADE S.C. SOLID CORE BLKG. BLOCKING GYP. BD. GYPSUM BOARD S.F. SQUARE FEET BM. BEAM HT. HEIGHT SHT. SHEET B.O. BOTTOM OF H.M. HOLLOW METAL SIM. SIMILAR B.U.R. BUILT UP ROOF I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS C.C. CENTER TO CENTER IBC INTERNATIONAL BUILDING CODE SERV.SINK. SERVICE SINK C.J. CONTROL JOINT IFC INTERNATIONAL FIRE CODE S.S. STAINLESS STEEL C.L CENTER LINE JT. JOINT STR STRUCTURAL CLR. CLEARANCE MEP MECH, ELEC. & PLUMB. C.C.R CONSTRUCTION CODE REVIEW Nina MANUFACTURED T.BD TO BBE SUSPENDED E C.M.U. CONCRETE MASONRY UNIT B.D BE DECIDED MFR MANUFACTURER T.O.0 TOP OF CURB CONC. CONCRETE M.O. MASONRY OPENING T.O.E TOP OF SAVE COL COLUMN MTD. MOUNTED T.J. TOOLED JOINT C.T. CERAMIC TILE MTL METAL D.F. DRINKING FOUNTAIN T.O.M TOP OF MASONRY DIA DIAMETER N.C. NO CEILING T.O.P TOP OF PANEL DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.PAR TOP OF PARAPET D.S. DOWNSPOUT (N) NEW N.T.S. NOT TO SCALE T.O.R TOP OF RIDGE D.Ef•.L DOUBLE O.C. ON CENTER T.O.S TOP OF STEEL (E) EXISTING O.D. OUTSIDE DIAMETER T.O.W TOP OF WALL EIFS EXTERIOR INSULATION O.F.C.I. OWNER FURNISHED T.O.SW TOP OF SCREEN WALL FINISHING SYSTEM CONTRACTOR INSTALLED T.O.SF TOP OF STEEL FRAMING E.J. EXPANSION JOINT T.S. TUBE STEEL ELEV. ELEVATION O.F.D. OVERFLOW DRAIN TYP. TYPICAL EQ. EQUAL OPP OPPOSITE EXT. EXTERIOR O.S. OVERFLOW SCUPPER UBC UNIFORM BUILDING CODE F.D. FLOOR DRAIN OPNG. OPENING UFC UNIFORM FIRE CODE F.E.C. FIRE EXTINGUISHER CABINET O.T.O. OUT TO OUT U.L UNDERWRITERS LABORAT. FIN. FINISH OVHD. OVERHEAD U.N.O. UNLESS NOTED OTHERWISE F.G. FINISH GRADE P.D. PANIC DEVICE VAR VARIES FLR FLOOR P.L PROPERTY LINE V.C.T. VINYL COMPOSITION TILE F.S. FLOOR SINK PLAM. PLASTIC LAMINATE VEST. VESTIBULE F.O.M. FACE OF MASONRY PLYWD. PLYWOOD V.I.F. VERIFY IN FIELD F.O.S. FACE OF STUD FINS. FINISH SURFACE RAD. RADIUS W.C. WATER CLOSET FTG. FOOTING (R) RELOCATE UNO WD. WOOD F.V. FIELD VERIFY RC.P. REFLECTED CEILING PLAN W.H. WATER HEATER GA GAUGE RD. ROOF DRAIN W/ WITH GALV. GALVANIZED R.I. ROUGH IN FIRE DEPARTMENT CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL 206.575.4404 FAX 206.575.4439 ATTN: DON TOMASO, FIRE MARSHALL SYMBOLS Ak ECTIO # SECTION /ELEVATION FACE OF FINISH CENTER OF GRID STUD OR U.N.O. CENTERLINE A5-1 HEET REFERENCE # DETAIL # DETAIL REFERENCE 0 DOOR NUMBER 0 KEYNOTE 0 FINISH SYMBOL REVISION DELTA 0 GRID LINE BUBBLE MATCHLINE .o A5 HEET # 6,155 SF /30 = 206 /CORRIDOR/ AREAS: 1 SF PLAN # A5-0 HEET# ENLARGED PLAN 1\ ROOM DESIGNATION ■ ••••••• ELEVATION LOBBY 1 101 1 10' o° A.F.F. REFERENCE GOVERNING AGENCIES BUILDING DEPARTMENT CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BOULEVARD SUIT NO. 100 TUKWILA, WA 98188 TEL 206.4313670 FAX 206.4313665 ATTN: DAVE LARSON, BUILDING INSPECTOR FIRE DEPARTMENT CITY OF TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL 206.575.4404 FAX 206.575.4439 ATTN: DON TOMASO, FIRE MARSHALL J Y IS CTCO'E GOVERNING CODES BUILDING: 2006 INTERNATIONAL BUILDING CODE MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE PLUMBING: 2006 UNIFORM PLUMBING CODE ELECTRICAL 2005 NATIONAL ELECTRICAL CODE FIRE: 2006 INTERNATIONAL FIRE CODE ACCESSIBILITY: 2003 ANSI ENERGY: 2006 WASHINGTON ENERGY CODE AREA ANALYSIS TOTAL LEASE AREA 7,285 SQUARE PERCENTAGE OF SALES AREA • 74% CONSTRUCTION TYPE II -N (FULLY OCCUPANT LOAD • SALES AREA FITTING RESTROOM STORAGE TOTAL: OCCUPANCY GROUP • SPRINKLERED NO. OF STORIES No chang8r FEE of work Tuk i NOTE: Revisk SPRINKLERED) and may ins 5,380 .SF ROOM AREA 775 SF 6,155 SF /30 = 206 /CORRIDOR/ AREAS: 1 SF 1,130 SF /300 = 4 210 PERSONS SOUTHCENTER MALL 633 SOUTHCENTER SPACE #568 SEATTLE, WASHINGTON 98188 • VICINITY MAP- SEATTLE, WASHINGTON SITE SOUTHCENTER MALL SEATTLE, WASHINGTON NORTH MALL KEY PLAN - SOUTHCENTER MALL ENTRANCE SITE a z a,!.eoue us e SPACE No. 568 MALL ADA ACCESS NOTE FOR ACCESSIBLE ROUTE FROM SHOPPING MALL PARKING TO SPACE CONTACT MALL MANAGEMENT. GROUND LEVEL OF SINGLE LEVEL MALL MALL MANAGEMENT OFFICE ENTRANCE C ;. 4 EN RANCE MALL RESTROOMS NORTH wainseitais 1 Ailck ASA A6-1 =1 MT2 E -2 E=5 PLAN Ebiammac ARCHITECTURAL E-xI&TINe eo dice DEMOEFTIOR FLOORCONSTRUC A I , .E. Q:OR:; ISELPLANI 110OM ANG ;FINISH SCHEDULES V KEYINOTES FURNITURE FIXTURE AND, E(C ENLRL:AN REFLEOTED=CEILING LAN(RCP zCEILING DIMENSIONP`rN WALL / FRAMING.; °,AI L ..:./ 1 ►SSEmBuES STOREFRONT ELEVATIONS. LSECE4O S z : ASTANDARD =WAL=LSECTIONS ELEVAIONS-/$ENLzARGED PLANS STORE INTERIOR- ELEVATIONS.::L .S L. E,S.. D-..FITI1N. ROOM LEYATIQN.Sm G, N! Cil;1,IC,,i /COLUMN DETAIL4QOR DETi�►ILS ;; . lf_._LIN D ILS FlOOR S STOREFRONT SUPPORT DETAILS FIXTURING AND,DETAILSgai ,, MILLWORK - / AND `SIGNAGE GRAPHICS °MECHANICAL SPECIFICATIONS MECHANICALPLAN .=MECHANICAL DETAILS ELECTRICAL4SPECIFIGATIONS AND SCHEDULES ELECTRICAL LIGHTING - PLAN ELTRICAL POWEFI PLL►N�s EEOTRIOAL bETAILS ND DIAGRAMS LECTRICAL DETAILS ANI °PANELSPECIFICATIONS PLU .�IN.C?IN RE V"'"'" 151OH t,hall be made toot o scope M1 ithout prior approval « la Building Division. l �3 will requite a new plan sul�n� itta t de additional plan review fees. DISTRIBUTION A/M /E/P FINAL ISSUE LANDLORD SUBMITTAL / BUILDING DEPARTMENT / BIDD ISSUE A/M /E/P DELTA 1: BUILDING DEPARTMENT COMMENTS • • • • • • • MECHANICAL ELECTRICAL • • PLUMBING SCOPE OF WORK: New storage shelving racks for Charlotte Russe at Southcenter Mall. Interior Alteration under permit #D08 -253 FILE OPY ay D ate : .w1100/ r Mar review approval Is subject to errors and omissions. Approval of construction r does not 8etttoriZe the violation of any adopted r ► ► orordinanco. Receipt of approved Fwd Copy and is acknowledged: • City of Tukwila s15M3 nsto 4) 8 KVIEWE FOR CODE COMPLIANCE APPROVED JUL 16 2009 Ci 1 Of Tukwila BUILDING wpm JUL 10 2000 PERMIT CENTTF DATE 0424.08 0519.08 SHEET INDEX T -1 COVER SHEET A -1 FLOOR PLAN 1 SHELVING FIXTURE LAYOUT & ELEVATION SCE STRUCTURAL DETAILS ES J LwJ 0 • DATE: 04.24.08 JOB NO: 07 -1081 DRAWN: CHECKED: C O R T L A N O OVIA M U R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS FINAL ISSUE: 04.24.08 DELTA 1: 05.19.08 TITLE SHEET COVER SHEET o 0 z 0 z_ F H (I) SHEET NUMBER T -1 E R Q 93' -3" FINISH INTERIOR DIMENSION P (0) N.5 0 4' -8" 24' -0" 24' -0" 24' -0" 24' -0" 12' -0" 12' -0" 25 )' 3' 12' - 6" HOLD 11' 15 HOLD 5" 15' " HOLD 11" 18' - 6" HOLD " / (2) EQ. 11' 1/2" GLASS PANELS / I I 26 ^ • 26 i 26 ^ • 1 0 / 4' -5" HOLD 5" 4' -5" HOLD 5" 4' -5" HOLD 5" 4' -5" HOLD 5" 6' -3" HOLD ^ • 1 � 0 A3 � -3 �3� A3 -3i • 4> — — / —. �. iiM ,j mIVwrYwwrl� '/w/wwwlwwllll/, •�liTWAF wi V /Au iiiiiww iiiiiw i �� r /wiiiiiiiwiiiiiiwiiii� rwiwwwir�w�rwiro iiiii/iiwiwiiiiwiiwi • r r a% z z w re o F H cn Li O � �I mei % i ►iiiiiiir�iiis ! o l 3-0" TYP. �: <8> , ro odd, ��wiiwriw� iwiiiiiiif in/ w IP 4, 1 " f " TYP. N 3' -0" TYP. u ! � ' gal _ / + I f 1 1 AQ 41 • � � ; • 3' -0" TYP. ® 33' II 1 11 / \ .— /;+ / / / / o v a • r_2 9 'rw /1J 1//% W. %/ I \ o ° AI ® ® /�+ / t (t► TYP. OF 18 / i/ L / % I 1 �� r�� �����A � / t + t t // / (16) // li► 4 t I I a I M DENIM WALL DENIM WALL - C r I ' � 3 TYP. OF (16) 2' -1 " / � ► 2' -911 -„ , / ; + = TYP. R.O. P. 19 C° SIM /OPP. 41 o A© \ -' N I t v ° . -• q� i og 1/ / /w //% %/I �n r �� f / /;+ liAll wI FA % " 11 4' -3" 26 N. `„ 1 i J I - rim. ti■ rwww, 1lfi riw 16 2 5 � ' , SIM 22 ® • (2) EQ.1 1' 10" 1/2" C • LASS PANELS A i t. 14 1 / � 2 j DI MENSION SALES AREA �1 1A I iii. 9 �S I R.O. MI � \ \ /�► t m A � • 1 CONTROL LINE 6 �� ` : . rim :. .: i i \ ` , / . _ ►' , rte. �r = co 101 r0 FITTING ROOM 20 . ��\ I J o , 2 5 ; ; o o _ � � � / / � f 5 - 3 1 1/4 ' ( --- 3 --- ��� 1 3 1' 2 ' w . I�"!I° ► / t /�► 1 02 � L i j aPM s io L z °4- \ t f t / t _ .. a 1 '4. SIM / / 4t0 / t / ,� /► / 9 2 -1 2 -91/4 ' �'i 3' -1" TYP. R.O. TYP. 24 � 1 , � lit' Iii I — A4 -1 M — --. 3' 2" o � — i l L �r in ( l \ -- ' r r1r� ; rrli rim iii % ! // �G e� � 11 Nom 1/. %' /wi _v _ _ 1! / /.�%// /. %i — /�1 �i 21 Ma r \ _. o 6 62 w 30 _ 6 i - _ i r 1 " 1 I / IV 11' 7" , i elm c° ! ' ,. i 18' -10" 5 -7" � 41 r MI / ♦► 4 ' - / 4' - 2" n ' I HOLD HOLD HOLD I / I 1' -8' / a, 0 I I 5' -O" CLR. 4' 0" 13' 3" - I � ■ ir; i �0 / = /i/ /i/ / / � == M 1' -3', ® I�JI��Illl�l� Ili ___ 4 /�\ / 1/ / 1 1 O s A4-1 SIM. . iiiiiiiii IF Jr r iiiiiii A ri iiiiir AI r fn wiirl»ilw�wrww/►ir w ilwiiiiii.I.,F I ° D :• • D p o �p000000000tl� jpoo000oo0odJ pp 0000000000��6CT66666 � �0 O 0000 jb00000o000000000000000. jb °OOOOOO00 jb 0000000000 j b O ° o o ° o ° . . . • 0 ° • O 1 DAUGHTER STATION #4 DAUGHTER STATION #3 . - O \ I/ /1 � ! ' ' " / ! / 1 / / I I O - 20 r / / I / / 1 1 / 1 / -- -- / / / / / / __ F__ / O I I O - _ 11 ■ ■ C / / 1 / 1 - 000000b °oo°ob°oJ, o 6 6 0 0 DDD- Oa- ' -O -(YO - X- CTU�QQO� ,_. ,- 4 o _ L O / 0000000000 00000000000000000000000000000 O O o 0 0 o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 Op �'+1, a ,, 1.00000 °0°° „ .. OOOOObO p 000 000000000000000000 0000000000 bb o o 0000000000000000000 000000 O O O O 000000000 Oj 0 n b / /- W, / __ - - -- 1I ., ,� � • J / I 20' -1" /� ' billirAI I I I I FOOTWEAR - 3 OFCASHWRAP .b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 bh 00000000000000 - 0000 00000000000 Q9° b°°° b° bbb ° ° ° ° ° ° ° ° ° ° °n0000 ° ° ° ° °b00 ° ° ° °b °j p ' N O 0 3' 2-2" 3' -11" 4" / �1 /, , 7 " 000 00000000000000000000000 00000000000000 0000000000000000000000000000000000000000 00000000000000 00000000000000000000000000 0000000000000000000000000000000000000000 °°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° 0 0 0 0 0 0 0 .. ...i•t i i G G ] ] i i 1 1 1.1.I.I.i.i.i i i i G „ - Q �,� / - - -- r / / I / O �� / ���I� I / / ' 4 � �i % / / / / / / / % % / � i I I / — - - — - - / 0 DAUGHTER STATION #1 N / / / / - -- / / / - f -- I . I SHOE STORAGE • - ,� _ o o ° o ° ° o , cip LJ % O / I 0 I j 1 L— MOTHER STATION �3-1 p I E11 - - -- / 10 3 I 1— I I [ 10� / ,► � : - % ' ail 2 ' -6 " 3 ' -2 " \ \ I 9 7 I ��Ii III Ir I II L I ? Y / 5' 0 "CLR. / � 0 6 O I o — — I 13' -3" = � ) 14 I- I .�� Z to 0 J -' U 4- - -1 i - I to J 1: , / I I i ii I ii riiiiiiiriiiii�i , ` ` i N r, . A4 -1 '— \ 2' 7" 1 6 N T -3" — _ 5'� BREAK/STORAGE., 1 • I L _J 4 TYP. OF (4) = ; 1' -10" SIM/OPP t r' /r 1 � - - -- \ c -- 1 \ - / / 1= c I -, Q -- i _ 43 . ice 1 , - re : q - _ T i iI l \ I 1 \- 8 4 5 ,� T" 30 - 1,�. A 3 -2 a o MI 2 L J I O 1 a m = I I I — ir p 0/ 1' -2 c = 3 1 -¢ 17' -9" /� ' - 6" - 3'-6" 1 L ® ti / 0 ,, 4* I I 1 o �3 - „ ® 3 -0 TYP 1 11 L - T - = =-- 1 --- T - - -- • ---- S IM / 3-1i ® 1 �_ ,- 19 O _ 5” /;� 4' o" L , ww 3 . , �� / ® NON RATED CORRIDOR .. . • / ; + ACCESSORIES /i� 4 „ 3 TYP. ® � � 3 -0 TYP. 1 ;0 ''' ri IOW 1 �+ /�� ,, 3 -0 TYP. / N A4 2 107 %► -0 � %` Ir � � — /// / / — — / / — -- r i — / / — / — / — _ _ 4 r • � ww / / /wI:I/% r /:/w — /w / /// /.Iww// /L%wwwww/ i' / / / / / / / /ilww / /./ / /wY — /. — /ww /ww/%w.Ywwww/ -- , .A % A: % %ww /wwwwww / /ww/lww/ APAwwlrwwl►w % %wwwww / / //P� % / / /w /M f...r / / /www / rw% . ill '/w/w ww/wwww//w/////// / www/1wIrOM % / / /Ywwr WIP %w / /w /%wY /4/4/M w/ /A 4 cr AP/ //Mr / / /I►% /' / 111 - \ m. i 31' - 7" 5' ( 1' -4" 1 �26 " -5 A3 -3 A3 -3 15'-6" HOLD A3 -3 ^ 20' 6" HOLD ^ 15 � �LD A3 -3 n A3 -3 15' 6" H OLD ( NEUTRAL PIER 15' 6" HOLD V -10 ■ A4 1 SIM /OPP 129' -8" FINISH INTERIOR DIMENSION NORTH FLOOR CONSTRUCTION PLAN SCALE: 1/4"=V-0" WALL TYPES LEGEND DOOR SCHEDULE DOOR TYPES SYMBOL POCHE RATING WALL DESCRIPTION DETAIL UL DESIGN # MISC. DOOR NO. DOOR TYPE DOOR SIZE (WIDTHxHEIGHTxDEPTH) DOOR MATERIAL FRAME MATERIAL DETAILS RATING HARDWARE (FOR GROUP & NOTES REFER TO SP -1) REMARKS CP1 Q I I 1 HR EXISTING LANDLORD PROVIDED DEMISING WALL. GC SHALL MAINTAIN FIRE - RATING. GC SHALL PATCH AND REPAIR DEMISING WALL PROVIDING 5/8" FIRE -CODE GYP. BD. AS REQUIRED. 1A4 -2 SIM, 9A4-2,18A4-2 SIM, 25A4 -2, 30A4 -2 U465 FOR PENETRATIONS SEE 25A4 -2 HEAD JAMB SILL (MIN.) GROUP NOTES DOOR O A (2) 6' -0 "x 9' -0" OPENING SIZE) ALUM ALUM 27A4 -1 2A4 -1 23A4 -3 N/A HW -1 1,7,8 GLASS DOORS PUSH PULL PER SPECIFICATIONS. (1) KEY V DUTLESS F:SD:. SLEEVE IN PEN ,� ,� 10 x34 34 "x34" KICK OCCURS) OR PLATE (WHERE 1 HR - " -: ." ' - , . -. • - _: Ito ,` ' ■ =. _ 4 - . - . : :. _ 'I_ PER UL AS EMBL . C00'DINAT FINIS ES Be. ON :0TH S DES. TEND DRYWA L FUL HEIG T FLOOR TO DECK AND FI S � ON LANDLORD SIDE WITH MALL MANAGEMENT. ._ . _ .� 11A4 -2, 15 4 -2, 18A4- , 19A4 -2, 25A4 -2, 30A4 -2 U465 'OR ETR� ONS E 25A4 -2 2 O I 2' -8" x 6' -O" x 1 3/4" HCHB HM N/A 27A6 -1 N/A N/A HW -9 1,2 R.O. IS 2' -9 Ya" X 8' -1" CYLINDER FOUND ON )DOOR; DOOR TO HAVE THUMB TURN ON INSIDE OF kli A CLOSED PTION © N/A NEW FULL HEIGHT STUD WALL. GC SHALL PROVIDE 5/8" FIRECODE GYPSUM BOARD ON EACH SIDE OF 3 5/8" x 20 GA. METAL STUDS. EXTEND STUDS FULL HEIGHT AND PROVIDE DRYWALL UP TO 14' -0" AT STOCKROOM SIDE PER DETAIL 3A4 -2. 3A4 -2, 4A4 -2 SIM, 5A4 -2, 13A4 -2, 18A4 -2 - - 3 O 3' -O" x 6' -O" x 1 3/4" HCHB HM N/A 27A6 -1 N/A N/A HW -9 1,2 R.O. IS 3' -1 Y" X 8' -1" UST GUARD. co M - 4 O B 3' -0" x 7' -0" x 1 3 4" / SCHB HM 17A4 -1 SIM 17A4 -1 27A4 -3 N A / HW -4 1,5,10 _ • N/A N0■ OAf :EA' P•' 10 C L P` ID 8" ` :EC*S GY'. :D. z - DE 3 :" G. ET, STUf FRAMING TO 6" ABOVE HIGHEST ADJACENT CEILING. BRACE PARTITION AT DOUBLE CEILING CONDITION PER DETAIL. FOR WALL THICKNESS, REFER TO DIMENSION FLOOR PLAN. FOR WALL STANDARD CONDITION, REFER TO DETAIL. SEE ELEVATIONS FOR STRAPPING. 4A4 - 5A- 8; 2 1 •4 -2, 13A4- 16 -2, 18A4 -2, 20A4 -2, 27A4 -2 ENTRY. _ice— °1 '- rjr A. I I A. FRAMELESS GLASS ALLUMINIUM ENTRY DOOR 1/4" OIL -BASED 1/4" -GLOSS 0 B 3' -O" x 7' -0" x 1 3/4" SCHB HM 16A4 -1 SIM. 16A4 -1 27A4 -3 N/A HW -8 1,2,9,12 - B. PAINT SEMI O N/A NEW LOAD BEARING PARTITION (STORAGE ABOVE ON CEILING JOISTS). GC SHALL PROVIDE 5/8" FIRECODE GYP. BD. ON EACH SIDE OF 3 5/8" X 20 GA METAL STUDS FINISH FLOOR. FOR CEILING JOISTS AND FRAMING CONNECTIONS, REFER TO DETAILS REFERENCED. 8A4 -2 SIM, 13A4 -2, 15A4 -2, 22A4 -2, 26A4 -2 27A4 -2 _ RESTROOM/ STORAGE RM. R.O. O B 3' -0" x 7' -0" x 1 3/4" SCHB HM 16A4 -1 SIM. 16A4 -1 27A4 -3 N/A HW -8 1,2,9,12 - / / //, ,r l'_, =OR PUCK F , PE 1 O N/A NEW PLUMBING PARTITION. GC SHALL PROVIDE 5/8" GREENBOARD. BD. ON ROOM SIDE. METAL STUD FRAMING (6" X 20 GA.) AT 16" o.c. PROVIDE NECESSARY BLOCKING AS INDICATED OR REQUIRED. 8A4-2, 13A4-2, 15A4 -2 22A4 -2, 26A4 -2, 27A4 -2 _ RESTROOM/ STORAGE RM. © D 3' -f" x 7' -f" x 3/4" 7 � '4- 1 :' = I �W - 4 � - � NEW HM DOOR AND HA'. 'E C. / / / /AR IM 3" FROM TOP OF DOOR PEEP HOLE / / © N/A NEW NON -LOAD BEARING FURRED -OUT PARTITION. GC SHALL PROVIDE 5/8" FIRECODE GYP. BD. AT ROOM SIDE OF 3 5/8" x 25 GA. METAL STUD FRAMING AT 16" o.c. (FOR WALL STANDARD CONDITION, REFER TO WALL STANDARD DETAIL). 8A4 -2, 12A4 -2, 13A4 -2 27A4 -2 DOOR JAMB SEE 27A6 -1. 0 Og SYMBOLS: B 3' -O" x 7' -0" x 1 3/4" T.G.= TEMPERED GLAZING SCHB SCHB= SOLID HM CORE 17A4 -1 / HARDBOARD 17A4 -1 FACES 27A4 -3 W.D. =WOOD N/A GL= HW -6 GLASS ALUM= 1,2,5,9,10 ALUMINUM - H.M.= 111 10 "x34" OR 34 "x34" KICK PLATE (WHERE OCCURS) • / / / //, O N/A NEW PARTIAL HEIGHT PARTITION. GC SHALL PROVIDE 5/8" FIRE CODE GYP. BD. ON EACH SIDE AND ON TOP OF 3 5/8" x 25 GA. METAL STUD FRAMING AT 16 "o.c. HEIGHT IS 7' -6" AFF, UNLESS OTHERWISE INDICATED ON FLOOR AND CEILING PLANS OR ELEVATIONS. 6A4 -2, 13A4 -2 - - `� a o rn - - - I I HO OW M AL CHB = HOL OW CO HARDBOARD FAC S (E 1ST. 0 (E) = EXISTING) © N / A NEW PARTIAL HEIGHT PARTITION. GC TO PROVIDE 6' -6" AFF TO TOP AND BOTTOM AT 1' -O" AFF. PROVIDE ONE LAYER 5 8" FIRE CODE GYP BD. ON EACH SIDE, TOP AND BOTTOM OF 3 5/8" x 25 GA. METAL STUD FRAMING AT 16" o.c. PROVIDE BAKING AS INDICATED. 7A4 -2, 13A4 -2 _ _ 0 GE 'AL ` •T - FLT ST' 1 TI • ` ' LA ` 1. HOLD DIMENSION TO BE EXACT FINISH DIMENSION AS NOTED ON PLANS. (NO EXCEPTIONS). 2. THE GENERAL CONTRACTOR SHALL NOTIFY THE PROJECT COORDINATOR /ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING THE CONSTRUCTION PROCESS (FOLLOWING DEMOLITION OF SPACE). OVERALL DIMENSIONS AND HEIGHT CLEARANCES SHALL BE VERIFIED PRIOR TO BEGINNING THE CONSTRUCTION PROCESS. 3. G.C. TO VERIFY, PRIOR TO BID SUBMITTAL, WITH LANDLORD WHAT DEMISING FINISHES G.C. WILL BE FURNISHING AND INSTALLING. 4. G.C. TO VERIFY WITH LANDLORD LEASE LINES PRIOR TO CONSTRUCTION. I I A. IT IS NOT ANTICIPATED THAT MORE THAN FOUR EMPLOYEES WILL BE WORKING AT ANY ONE TIME. B. FOR FLOORING /FINISHES AND KEYNOTES, REFER TO SHEET Al -2. C. FOR FURNISHINGS. FIXTURING AND EQUIPMENT, REFER TO SHEET Al -3. D. FOR WALL TYPES, LEGENDS AND DOOR SCHDEULE. REFER TO SHEET A1-1. N _ pp FEIN' C. PLASTIC LAMINATE 1/4" I t) D 0 8 PAINT SEMI OIL -BASED -GLOSS 8 1/4" •11•■■•■ 3 DOOR NOTES: A. FOR DOOR HARDWARE, REFER TO DOOR SPECIFICATION AND HARDWARE GROUPS ON SHEET SP -1. B. FOR ADA DOOR CLEARANCE REQUIREMENTS REFER TO DETAIL 18A3 - 3 DATE: 04.24.08 JOB NO: 07 -1081 DRAWN: CHECKED: IA C O R T L A N D MO R G A N ARCH I r E C f 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS FINAL ISSUE: 04.24.08 DELTA 1: 05.19.08 RECPPe' JUL 10 'o 03 RtHMIT IvEly I ICI FLOOR CONSTRUCTION PLAN SHEET NUMBER Al -1 0 L , 7 , , , , N - -7 , , , 1 • w N , \ , C 0 N .. F = = = 9 F = = = 9 I I 1 1 1111 ,:._--> 11S -1 OB —f Csl 0) (MS- 1OB -2) I ( 10B -2) MS -10B— 1 1 j (MS -10B -0 (MS- 10B -2) 0 MS -10B -1 0 I (MS- 10B -2) (MS- 10B -2) (s- 113B_� (MS- 10B -2) (Ms -10B -0 (Ms- 10B -2) MS -10B -2 (MS -10B -1 0 0 F 0 L 1 ' I 5 J —J 1- 0 PLOTTED DATE: DRAWN BY: CHECKED : 6 /1 2 /08 F. RODRIGUEZ # - REVIS1ON : BY DATE 0 tmi 0 z z y v9.90 0,9999 00090-0490=0 09009P. 0990009,_ 09 90 990 00909090 000009 <00< 09 :1 rTl \ / / l s.a 0s a 0.900 040 4 vQO ®oceooeveo.. e e 0 0 0 0 4 0 4 0 4 0 0 4 4 0 0 0 00 0 ........ ........ AL AIL • 1 7 0 0 0 0 0 ... 0 e O O O o 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 Q. ..... Q o.a ...... �' /%� 0 0 0 0 0 0 0 0 oa o 0 0 0 O 0 O O 04000 <o0o�00�000 j // SOUTH CENTER MALL 633 SOUTH CENTER #568, SEA TTI F, WA 981.88 DWG.No. PROPOSAL : 0 0 44 4 44ob, 0.p 0 0 00 000000 00 = 0 0000 . -r 4 0 00 4 0 0 0 0 0 0 000 .000.000eb400000eo 0 OD J zl _I- 12 -13908 4 boo 444 a.444o44400444400. . 0 C C C C C O C C C C C C C C _e0.0c OC.0O.0e Observation: c NOTE: Proprietary Rights are included in the information disclosed herein. This information is submitted in confidence and neither this document nor the information disclosed herein shall be reproduced or transferred to other documents or used or disclosed to others for any purpose except as specifically authorized in writing by SELF MASTED, INC. NOTES: USE @ ALL "T" INTERMEDIATE POST LOCATIONS TYP. 4 5/32" CONNECT TO UPRIGHT W/ (2) 1/4" TEK SCREWS FOOT PLATE: 3 -3/4" x 2 -3/8" (DF) 14 GAGE THICK PLATE NOTES: USE @ ALL "L" CORNER POST LOCATIONS TYP. 2 1/2" 2 1/2" CONNECT TO UPRIGHT W/ (2) 1/4" DIA. BOLTS. 5 21/32" 14 GAGE THICK PLATE ASTM A570, Fy= 36,000 PSI STORAGE RACK ELEVATIONS MAJOR ° SIDES UR 19' STARTER RITE ADD -ON UNIT 11S -10B -2 24"x4e "xae" SHELF TEE POST 28 /2" 2 8 /2" DS ? 48 �! POST 8' —o" STARTEJI WITH ARP—ON UNIT MS 18 SBRLF NOTES: VARIOUS USE @ SPECIFIED BEAM LOCATIONS ON ELEVATION VIEWS, NOTES: PLEASE SEE NOTE #4 FOR ANCHOR SPECS. DESCRIPTION MATERIAL 2" MIN, EMBED. BASE PLATE DESCRIPTION MOBILE TRACK ASSEMBLY 1 /4 "0 BOLT — TYP. IN TRACK ANTI —TIP O GUIDE STEEL UNDERLAYMENT TYP THROUGH 'IUT ANTI -TIP ASSEMBLY r 3" 1 1/2" COLUMN DESCRIPTION MATERIAL STEEL YIELD 1 1/2" 1 1 /2" COLUMN DESCRIPTION MATERIAL DESCRIPTION MATERIAL ASTM A36, Fy= 36,000 PSI STEEL YIELD DOUBLE RIVET Z BEAM(DRBZ) 14 GAGE ASTM A36, Fy= 36,000 PSI DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION MATERIAL STEEL YIELD POST: ROLL FORM ANGLE (AP/TP1Q) 14 GAGE STEEL ASTM A36, Fy= 36,000 PSI POST: ROLL FORM ANGLE (AP) 14 GAGE STEEL STEEL YIELD 1 1/2" NOTES: ASTM A36, Fy= 36,000 PSI VARIES USE @ SPECIFIED BEAM LOCATIONS ON ELEVATION VIEWS. ASTM A36, Fy= 36,000 PSI NOTES: USE @ ALL POST TO POST ATTACHMENTS DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION NOTES: DESCRIPTION MATERIAL STEEL YIELD TIE PLATE 14 GAGE STEEL, DBL RIVET BEAM LOW PROFILE (DRBLP 14 GAGE ASTM A36, Fy= 36,000 PSI NOTES: USE @ TOP & BOTTOM POST TO SHELF BEAM ATTACHMENTS DESCRIPTION SHELF TO POST CONNECTION 3/8"0 X 2" MIN. EMBED. HILTI KWIK BOLT TZ, ICC ESR #1917 GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC ZONE COEFF Ss = 1.429, S1 = 0.489, Fa = 1.0, Fv = 1.511, Ip =1.0 (NO PUBLIC ACCESS TO STOCKROOM AREA) 3. STORAGE CAPACITY: FIXED SHELVING MS -10B -1 120Hx48Wx12D = 25LB PER SHELF. FIXED SHELVING MS -10B -2 120Hx48Wx24D = 40LB PER SHELF FIXED SHELVING MS -3B -2 96Hx48Wx160 = 40LB PER SHELF MOBILE SHELVING MS -10B -2 120Hx48Wx24D = 40L3 PER SHELF 4. ANCHORS HILTI KWIK BOLT TZ ICC ESR #1917 3/8 "DIA. x 2" MIN. EMBED. FIXED SHELVING : (1) ANCHOR PER FOOTPLATE MOBILE SHELVING: (1) ANCHOR @ 13" O.C. @ ANTI, TIP TRACKS (ITAT - TRACK) 5. SPECIAL INSPECTION NOT REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING SLAB ON GRADE: 5" THK WITH F'c =2500 PSI. 500 PSF SOIL PRESSURE @ GRADE MOBILE TRACK NOTES: MOBILE CARRIAGE PLEASE SEE NOTE #4 FOR ANCHOR SPECS. END STOP MOBILE TRACK AND CARRIAGE SCALE. N. T. S. POST OF SHELVING urwr (SHELVING UNIT NOT SHOWN) REVIEWED CODE C© pL APPROVED JUL 16 NA City Of TuhY+11ta BUILDIK DON DESCRIPTION [ EXPIRES 10 /25 /0C Z 0 Cl) cc =i} W cc JOB NO. S HEET NO. N N (f) cf) 0 CC W W J 0 z t4 2 2 H-061308-8 SCE 1 OF 1 JUN 1 6 2008