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Permit D05-438 - VITAMIN SHOPPE - STOCK ROOM, RACKS AND FINISH
VITAMIN SHOPPE 17401 SOUTHCENTER PY SUITE 101 D05 -438 Z tG W. 6 J U '. 00 CO CI W J 1- W 0. H W == I- O. Z .D O. ;O - W: - U =O • 111 Z U I, . O H: Z f` City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY Steve Lancaster, Director t . a This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been Inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: DOS -438 Occupant /Tenant: VITAMIN SHOPPE Building Address: 17401 SOUTHCENTER PY Parcel No.: 262304 -9120 Property Owner: ERRE LLC 117 E LOUISA ST, #230, SEATTLE WA 98102 Use: RETAIL Occupancy Group /Division: M Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: N Design Occupant Load: 67 ::�� DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES z ih Z �w Q � —30 00 Cl) D W =. H U- w U. U) a �w z �O w �5 U� 0�- w ui z U CO) O z DV1LV11MU VF 1\.LML O City 6' Tukwil Steven M. Mullet, Mayor Departinent of Community Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tuA7wi1a.tiva.us DEVELOPMENT PERMIT Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -438 03/29/2006 09/25/2006 Tenant: Name: VITAMIN SHOPPE Address: 17401 SOUTHCENTER PY, TUKWILA WA Owner: Name: ERRE LLC Address: 117 E LOUISA ST, #230, SEATTLE WA 98102 Phone: Contact Person: Name: BRAD DECKER Address: 117 EAST LOUISA ST #230, SEATTLE WA 98102 Phone: 206 545 -4964 Architect of Record: Name: - Address: , Phone: Engineer of Record: Name: - Address: , Phone: Contractor: Name: DECKER DEVELOPMENT & CONST INC Address: 117 3 LOUISA ST 230, SEATTLE WA 98102 Phone: Contractor License No: DECKEDC002C2 DESCRIPTION OF WORK: TENANT IMPROVEMENT: STOCK ROOM, RACKING PLAN AND FINISH. ** *SEPARATE PERMIT IS REQUIRED FOR RACK STORAGE * ** Expiration Date: 04 /10/2007 Value of Construction: $50,000.00 Fees Collected: $1,321.17 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0019 * *continued on next page ** doc: IBC - PERMIT D05 -438 Printed: 03 -29 -2006 z w �v 0 N 0 J � CO LL- w LL.? co =w Z F- H 0 Z F- W �o U VY =U U. z� U= ~ O H z City 6. � Tukwila S teven M. Mullet, Mayor Departmeytt of Comm ut:ity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.m.us Permit Number D05 -438 Issue Date: 03/29/2006 Permit Expires On: 09/25/2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N I. Water Main Extension: N Private: Public: Water Meter: N i 1 f Permit Center Authorized Signature: A AmS Pu Date: n12.1 Jae I hereby certify that I have read and x mij this permit and know the same to be true and correct. All provisions of law and s ordinances governing this work will be complied with, whether specified herein or not. I The granting of thine it does not presume to give autho ity, to violate or cancel the provisions of any other state or local laws regulating constr (tio pe ormance o wo -a authorized to sign and obtain this development permit. Signature: Date: 3�25/o�v I ',AA Print Name: 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. 1 doc:IBC- PERMIT D05 -438 Printed: 03- 29.2006 1 00111 Z �Z '~ W D U O CO J � N U. W LL j � �w z° W W �o O N. o ff W W H F- U_ Z. LLI U= O Z � w"A City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 2623049120 Permit Number DOS -438 �z W Address: 17401 SOUTHCENTER PY TUKW Status: ISSUED D Suite No: Applied Date: 12/08/2005 Tenant: VITAMIN SHOPPE Issue Date: 03/29/2006 N o J = F- 1: ** *BUILDING DEPARTMENT CONDITIONS * ** CO .U- w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. U _ Q N D = CY 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center _ (206/431- 3670). Z HO 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w w start of any construction. These documents shall be maintained and made available until final inspection approval is ? o granted. 0 co 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design off w w requirements of ASCE 7. v 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced Z to the building structure. v to 7: All construction shall be done in conformance with the approved plans and the requirements of the International z Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: 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 Off=icial from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B :C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) doc: Conditions D05 -438 Printed: 03 -29 -2006 City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or Q brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation ;� z instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross v weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the U O floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 CO 0 inches (102 mm). (IFC 906.7 and IFC 906.9) W = LU J '_ 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot w O be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) U 17: 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 flre code official determines that the = Cl hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) F- _ Z �. 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that z O indicates the month and year that the inspection was performed and shall identify the company or person performing the W UJ service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge D 0 procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the vO CO I inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these o F- required surveys. (NFPA 10, 4 -3, 4 -4) = W i ~ H 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. u- O (IFC 1008.1.8.3 subsection 2.2) iii Z U- 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle ~O is engaged from inside the tenant space. (IFC Chapter 10) z 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 25: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating doc: Conditions D05 -438 Printed: 03 -29 -2006 fA06 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 and /or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate Z 1-: flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) W 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and 0 approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler o systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk co w Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to LU the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) (D,U- w 29: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities Act, Chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila w Q Ordinance #2051. cn d 30: Maintain fire alarm system audible visual notification. Addition /relocation of walls or partitions may require �w Z relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) p Z i-- w 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire = o Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC v co 104.2) 0 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) v 33: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, w H — Z room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) v CO F= � 0 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and Z #2051) 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -438 Printed: 03 -29 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 perform ecan of wor . Signature: .Print Name: / W ta4?SPi Date: 3 24` F doc: Conditions D05 -438 Printed: 03 -29 -2006 Z F= i1— W 0. W� U NO: CO W J (0 LL W O LL ?. CY. �W F- O Z F-. W LLj D 0 U 0 - O F- W Lu Z F- �. u. O 111 Z U= O ~: Z a �JfWILA 1908 r CITY OF TUKWILA Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 2 6 Z 36 y 9 / Z 0 Site Address: - 7 L/0/ Suite Number: /y1 Floor: / Tenant Name: V1* J .e,,,.L 5�m New Tenant: ® .... Yes ❑ ..No ff Property Owners Name: SC 3 __ __ L L C L L d- vas J A L L G Mailing Address: /l7 AJI 4ot/Oe, ST /1 ' 11? 736 Sc- e,&1e Wa �f9 /uZ City State Zip CONTACT PERSON Name: S rac( D,- cicc.r Day Telephone: 0 SYS 5'96 y Mailing Address: 1) 7 was f- L,a u , ae. 5 r S« All wa 98 / vZ City State Zip E -Mail Address: Fax Number CZ0(,G Sys- Yq.SZ GENERAL_CONTRA.CTOR INFORMATION (Mechanical Contractor information on back page) Company Name: Oet:&rr L X11— Mailing Address: /7 ''� +f �� �'sc .5 " 230 4 1 �/r_ a�� FyjUZ City State Zip Contact Person: Day Telephone (2 oti) sy =Y9 G y E -Mail Address: Fax Number: ¢,0 4) SYT — Y9.rt Contractor Registration Number: On _ " Expiration Date: 0V /d * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITEC..T;.OF.RECORD - All plans must be wet stamped by Architect of d Recor Company Name: L a "t Le— /WVr // r-- Mailing Address: J .30 Lc, k e s l�l , se-C �� 9 7Y / City State Zip Contact Person: L a., G /Vi ✓ c / /ct' Day Telephone: (Zo (4) 3 Z S- LSS3 E -Mail Address: Fax Number: (2-u -2 ENGINEER OF RECORD = All plans, must.be wet stamped by Engineer of Record Company N Mailing Address: 3 j Contact 1. E -Mail . q:\\permits plus \icc changes\permit application (7.2004) Revised: 6.8.05 hh Page t City Stale Zip Day Telephone: Fax Number: t r I li Z iH Z W aa JU UO CO 0 J � C0 LL WO 9_j ur N �W Z Z� W W U� 0 CO_ H W LL O W U= O Z BUILDING.PERMITINFORNW10N. 206 431-3670 IMP Valuation of Project (contractor's bid price): $ SO, OM. ca Existing Building Valuation: $ Scope of Work (please provide detailed information): 7c"?G,4 1 �/►%.�,>ti S h dppt 51 (ROO" O� a 1", 5 PA Will there be new rack storage? ®..Yes ❑.. No If "yes ", see Handout No. for requirements. 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): q Floor area of principal dwelling: YI Floor area for 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: - _ e L _ Compact: 2 2 -- Handicap: Will there be a change in use? ❑ ....Yes [Y..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: (�f.. 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 -112 x I I paper indicating quantities and Material Safety Data Sheets. Tkil) rmits plus \ice ehanges\pennit application (7.2004) Revised 6.8 -05 Page 2 hh Z Q '~ W X2 �U UO (00 CO W J = H CO W WO a � a LLQ to D = W Z F- F- O Z f W - W U� O- o r_ W �U LL O Z W U= H Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2 "d Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q Floor area of principal dwelling: YI Floor area for 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: - _ e L _ Compact: 2 2 -- Handicap: Will there be a change in use? ❑ ....Yes [Y..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: (�f.. 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 -112 x I I paper indicating quantities and Material Safety Data Sheets. Tkil) rmits plus \ice ehanges\pennit application (7.2004) Revised 6.8 -05 Page 2 hh Z Q '~ W X2 �U UO (00 CO W J = H CO W WO a � a LLQ to D = W Z F- F- O Z f W - W U� O- o r_ W �U LL O Z W U= H Z MECHANICAL PERMIT.INF. ATION.- 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Contact Person: Day Telepho E -Mail Address: Fax Number: Contractor Registration Number: Expiration * *An original or notarized copy of current Washington State Contractor License must b7 Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric.....❑ Gas .... ❑ Replacement. U Replace t..... ❑ Indicate type of mechanical work being instal and the quantity below: Unit Type- Qty Unit T e: Q Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Ha6dling Unit >I 0,000 Fire Damper 0 -3 HP /100,000 BTU CF Furnace >100K BTU va orator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall /Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition t 0 Incinerator - Domestic Emergency Heat/Refrig/Cool' g Generator System Air Handlin nit Incinerator - Comm/Ind Other Mechanical <10,000 C I Equipment 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY TH ND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P F WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ER OR T: Signature: Date: �ZAUYI Print Name: &,/ Day Telephone: ad (j Mailing Address: 5Q •� �- —_ City State Zip Date Application Accepted: Date Application Expires: Staff Initials: IZ O-Z I—uc� 0 Revised 6•e -05 Page 4 bh at the time of permit issuance ** 1' I' Ij Z '~ w JU UO CO 0 J = 1•- CO LL WO L? S2 d = UJ H Z 1- 1- O Z H W 5 U ON 01-- WW H� -O W Z L) U) O Z City of Tukwila f9pB 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Applicant: VITAMIN SHOPPE RECEIPT Permit Number: D05-438 Status: APPROVED Applied Date: 12/08/2005 Issue Date: Receipt No.: R06 -00417 Initials: 3EM User ID: 1165 Payment Amount: 802.48 Payment Date: 03/29/200610:36 AM Balance: $0.00 Payee: BRAD DECKER TRANSACTION LIST: Type Method Description Amount Payment Check 8030 802.48 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 797.98 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 802.48 i doc: Receipt 4001 03/29 9716 TOTAL 802.48 Printed: 03 -29 -2006 1011 z =Z JU UO NO w= J �- U. WO U- Cf) C=! = w z �. Z O w LL f �o U .O CO: C1 E- WW U_ U- �--' -O W z CO H= O z I� i i • 1 City of Tukwila 19C6 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049120 Permit Number D05 -438 Address: 17401 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 12/08/2005 Applicant: VITAMINE SHOPPE Issue Date: Receipt No.: R05 -01759 Payment Amount: 518.69 Initials: 3EM Payment Date: 12/08/2005 12:02 PM User ID: 1165 Balance: $802.48 Payee: SC3 LLC, EVANS 10 LLC TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5404 518.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 518.69 Total: 518.69 i 7 2/09 971 TOT(IL j doc: Receipt Printed: 12 -08 -2005 Z Z. 3U UO cf) CO) J F- .LL W O J CO a = W Z I— O W C O� 3 F-- W LLJ H U. LL — O� W Z. UN H H O Z S INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Sduthcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Projec : 1 Type of Inspec io �i " C'c7NIlS AcW ress . Date Called: Special Instructions: Date Aapted: ._Q Requester: Phone No: Z Z W� U cf) C0 LLJ J = F- S2 LL W O L L Cj) _ CY �W Z f- E O Z H W W. U� ON o�- W H~ tL O .. Z W CO O Z 1 I INSPECTION RECORD i Retain a copy with permit hDS ��� j INSPECTION NO. PER !`! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431; Project: Type of Inspection: CR Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .S: DO REINSPECTION FEE REWIRED. Prior to inspection. fee must be Receipt No.: Date: ! i . � Address: 1 `/ 0 f Sd ?1114�PnJ�Pr A Date Called: Special Instructions: r>7rs5AC� szril�" /o/ Date Wanted: e l- '2 - m. Requester: Phone No: Z �~ W JU 00 J � u_ W 0 � ?. = �. W ` Z it Wo W U� O� o�- WW X U' U. O. Ll] Z U= O Z INSPECTION RECORD Retain a copy with permit y INSPECTION NO. PERM[ 0 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: 7 ,Sh 0 10P 2�' Type of Inspection: j= / A/A t l Address: // Date Called: Special Instructions: Date Wanted: Requester: Phone No: S Approved per applicable codes. Corrections required prior to approval. Z �W QQ � JU UO (J) Cl) III �LL W O J LL Q' N� = �W i— O W ~ �p U ON D F- WW H� UO ui z UN 0 INSPECTION RECORD y Retain a co with permit -T 3 PY p n (7 � INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 2n6- 575 - 44n7 Project: oj 4 /` "j c r© 14 Type of Inspection: T r Fi"tcx / Address: Contact Person: Suite #: S y 33 5 rz / Pre -Fire: Special Instructions: Phone No.: ® rApproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occup Type: Inspector: ;' �� o Date: y 2 p�, Hrs.: , $8 44 An 0.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a at 4dover Park East. Cali to schedule reins ection. Receipt No.: 1 Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z z �w dd JU cU 0 N J = co U- 0 � LL? U �w z ►- 0 Z F- LU W U 0- 0 F- wW F- LL O .z w U =. H � O z INSPECTION RECORD Retain a copy with permit J� Q S` 4 13 � INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 -575 -4407 Project: V -� c..- Type of Inspection: 7 , r - Address: J"7LJ 0 Contact Person: lee- Sh Suite #: 0 1 M,' ,c yauf0� Special Instructions: Phone No.: A pproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: C Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. Receipt No.: I Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 �.. „ � .... .. ,.,. �. .:... .,_, ._.. .. ,....�, .�., ...,. � ..: :. ..� ... ..................:.... .,.....�.,:. ....ns. +.....xal.u.+.+. _: �::� .. aka.. �.;:.. �:..::_ �: ei,: a .,..iL.�1::a..t+�,iu:iy..:..:r. Lis;.::.. �: W','.. .4 z W � D UQ CO w= LL WO Lj Cl) d = W z� �O z i-- w LLJ �o U O - 0H WW H� LL O . z . W U= O~ z INSPECTION RECORD Retain a copy with permit .S INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 9R1 RR ?nF,- 1 ;7 1 ; - 44n7 Project: / S 1/ 4 r 4 W * /I ow e- Type of Inspection: 7 0i�l er reev )11911 4 r y Address: cJ,p � t 4 rr ,, 01 Contact Person: Suite #: J d J Jam- Special Instructions: Phone No.: 2oC- ZZ-?- 23) to. [�� Approved per applicable codes. F� Corrections required prior to approval. COMMENTS: C l ,v je 1, . . . , Needs Shift Inspection: S rinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f Date: ,�� 0 ,,6 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z z �w QQ JU UO CO) � W 9-J w? cl)a =w �0 z i-- w W U� O C. 0H W LL O .z W U= z SHUTLER _ 0 � CONSULTING ENGINEERS INC. 12503 Bel -Red Road., Suite 100, Bellevue, WA 98005 (425) 4504075 * (425) 4504076 fax FAX - MEMORANDUM DATE: March 13, 2006 TO: Christian Schofield FAX: FROM: John Headland, P.E. RE: Vitamin Shoppe SC -3 Retail Bldg Tukwila, WA Number of Pages 1 REV CO PIJA C C0DE E 60 nanvcn 11AR 2 l 2006 _. 0- _ -� - t� ++ T�a'wila �, ' I1�111��Ut= BTU r I have reviewed the shelving details provided by Beacon Industries. Their details show two types of shelving, a free standing system and a wall attached system. The free standing system shows a 3 "x2 "x3/16" steel angle with a 3/8" diameter expansion bolt to connect the shelf to the concrete slab. It appears the attachments are made at six places. The wall attached system shows blocking with screws into the stud wall. The stud wall needs to be a minimun 6 "x20 GA at 24" on- center. The screws should be #10 self tapping. I have reviewed the attachments shown and found them to be structurally adequate. Calculations are provided. Give me a call if you have any questions. INCOMPLETE LTR# CORRECTION LT R # RECEIVED CITYOFTUKNILA PERMIT CENTER 11118 IrIO:11f.IMY...✓IiM`.YU1.111.w1 M 1 t +C 1113 {OY.>:LMU:11 / L1M�1111AJ>tNW 4+1 z �w UO n c0 . J � W J LL Cl) =w z� W o D0 U ON 0H W w U .. z' W U ~O F- z SHUTLER JOB CONSULTING SHEET NO -OF ENGINEERS, INC CALCULATED BY 12503 Bel•Red Rd,, Suite 100 Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE , , y I I i. �_ F i _ I - -•- I . 1 I Yi � � _� . 71 J � J _J _A el f ;q- . ..... 4:p 4- < ---- ---- ------ -- . .... . . z Z' Uj U O� CO LLI LLI :c S2 U_ W O 9 U. cj) cy W Z f_ I'_ 0 z I_ W = W LL z 0 z 30 L PLAN VIE) I . . - F 1 'jam W 2T 2r FRONT 4 IEW PLAN @ WE N �3 6* r , � PL -1 EDGE\ REGE550 PL-3 78' 76 P L-1 TORBOTTOM ✓ ONT EDGE 5ffun HOL ES 32., OC PL- 67 4 27j" 301 SECTION m 1 r_nr_c �-- 26k -- DETAIL OF SHEAR PANEL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ) BEACON V I N D U S T R I E S 124 ADAMS STREET NEWARK. NJ 07105 TEL (973) 589-4057 (800) 872-0194 FAX (973) 589-9206 91WW.8EAC0NINM)STRIES.00M RCDC@BEACONINDUSTRIES.COM VITAMIN SHOPPE 4700 WESTSIDE AVENUE NORTH BERGEN. NJ 07047 (201) 866-7711 FAX (201) 866-1795 STANDARD UNITS 2003 FAX DATE 1-29-2004 REV SCALE 1/2*=I'-0* DRAWN BY TK/KK PAGE I OF 4 FIXTURE NUMBER 1312," (a 0 MACFONE BOLT ^ ONE PIECE ALL THE WAY UP TO THE UNIT 3 e S x 3 RED HEAD BOLT 2 . (E)(TENSION BOLT) I X x 7 4 STEEL ANGLE • I CONGRETE SLAB E0. E0. DETA A ONE PIECE ALL THE WAY DETAIL B BEACON / INDUSTRIES 124 ADAMS STREET NEWARK. NJ 07105 TEL (973) 589 -4057 (800) 872 -0194 FAX (973) 589 -9206 YANW. BEACONINDUSTRIES. COM 3 C 0 C@8EAC0NIN0USTRIES.COM VITAMIN SHOPPE 4700 WESTSIDE AVENUE NORTH BERGEN. NJ 07047 (201) 866 -7711 FAX (201) 866 -1795 STANDARD UNITS 2003 t. FAX DATE 1 -29 -2004 REV 6' STEELANGLE SCALE HALF DRAWN BY TK /KK PAGE 3 OF 4 FIXTURE NUMBER l� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.- SHUTLER JOB— ; - 5 CONSULTING SHEET NO. ;� OF ENGINEERS, INC CALCULATED BY 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE ',4 _j 16 [_—1 — - - _ I ! /cam I_ _ %lug - r -.. " -- - ! -- - - I �._� - I I 'r C � , /UU,ts � � J � ; x '�rJ I ' I , I . r. i I j .. I r i i I I ; f I � f , 71 7 Ir .......... t T_ ........... J z Z W. 00 co) 0 C0 LLJ W J Co) LL W0 M� 9 LL cl) d . W z 0 z W UJ 5 cl) O_. a F_ W W L) 01 ui z cf) 0 z Page 3 Of 7 ER -1372 TABLE 2- RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSETIRED HEAD SELF - DRILLING ANCHORi For Sl: 1 inch = 25.4 film. lLincar interpolation may be used for intermediate spacing and edge distances. TABLE 3 -ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) DESCRIPTION /' - 4,000 psi V - 6,000 psi Min. Allowable Tension Min. Allowable Spacing Tension Tension Edge Distance Edge Distance Spacing Between Anchors MIN. Required to �inchos Required to Inches) BOLT ANCHOR EMBEDMENT Obtain Max. Load actor ppllod Obtain Max. Load Factor Applied DIAMETER DIAMETER DEPTH Working Load = 0.85 for Tension Working Load = 0.05 for Tension (Inch) (Inch) ( Inchos) (Inches) = 0.75 for Shear (inches) = 0.70 for Shear 11 4 X1 10 1.1 /32 115 /16 1 3 7 /8 115 I6 31 8 ' 17 /32 211 /16 13/8 53/8 21l/16 1 /2 11 /1(i 21/ 39/ 113116 711 39 /16 51 8 2'/32 2151 4 3 /t 23 116 811 /16 431 3 /4 1 31 /4 1 511 /16 27/8 11.118 511/16 For Sl: 1 inch = 25.4 film. lLincar interpolation may be used for intermediate spacing and edge distances. TABLE 3 -ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) For Sl: I inch = 25.4 mm, 1 psi - 6.89 kPa, 1 lbf - ft = ).355 818 N • in, 1 lbf= 4.45 N. IThe tabulated shear and tensile values are for anchors installed in stanc- aggregate concrete having file designated ultimate compressive strength at the time of installation. 2 Thc holes are drilled with bits complying with ANSI B212.15 -1994. The bit diatnctcr equals the anchor diameter. 3 Thesc tension values arc applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 The minimum concrete thickness is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. SAllowable static loads may be increased one -third for earthquake or wind resistance ill accordance with Section 1612.3.3 of the code. No further increase is allowed. 6 Thc anchors arc illustrated as follows: i Z Q tF W . o aa C 2 JU UO (n O LU N LL. W O LL ?. N = CY W F- _ F- O Z F- LU LLj � p W Uj LL F- F- -0 i - Z U= O Z f' = 2,000 pal /' - 4,000 psi V - 6,000 psi Tension Tension Tension ANCHOR DIAMETER INSTALLATION TORQUE EMBEDMENT DEPTH With Special Without Special With Special Without Special With Special Without Special inches ) (Ibf • ft) Inc hes) Insptlon Inspection Shear Inspection Inspection Shear Inspection Inspection Shear 1 /4 8 1 295 150 350 445 225 350 475 240 350 1t /16 525 265 420 825 410 420 825 410 420 2 565 280 825 410 825 410 3 /8 25 1 /, 420 210 580 560 280 655 710 355 790 3 870 435 1,000 1,485 740 1,035 1,530 765 1,125 4 1,200 600 1,4 74 0 1,530 765 1 /2 55 2 1,165 580 1,190 1,275 640 1,190 1,760 880 1,760 4 /s 1,165 580 1,810 2,410 1,205 1,810 2,705 1,355 2,040 6 1,335 665 2,410 1,205 2,705 1,355 5 /8 90 2 1,645 820 1,780 1,795 900 1,780 2,430 1,215 2,405 5 1,645 820 2,400 3,730 1,865 2,975 4,095 2,045 3,130 7 1,765 880 3,755 1,880 4,095 2,045 3 /4 175 3 1,780 890 2,530 2,710 1,355 3,430 3,325 1,665 3,995 6 2,745 1,375 5,080 4,425 2,210 5,935 5,065 2,530 5,935 10 2,745 1,375 4, 2, 5,895 2,950 7/8 250 3 2,380 1,190 3,290 3,685 1,840 4,145 4,355 2,180 4,790 6 3,665 1,835 5,220 5,235 2,620 7,200 6,090 3,045 7,200 8 3,665 1,835 5,580 2,790 6,090 3,045 1 300 4 1 12 3,485 1,745 4,020 5,045 2,520 5,705 5,295 2,650 6,120 7 3,650 1,825 7,170 5,995 3,000 9,485 8,315 4,160 9,520 9 4,675 2,340 6,635 3,315 8,315 4,160 1 /q 500 5 4,535 2,270 5,820 6,595 3,300 7,365 8,410 4,205 8,445 8 6,835 3,413 8,770 10,825 5,410 11,065 11,385 5,695 12,640 10 9,035 4,515 11,385 5,695 14,075 7,040 For Sl: I inch = 25.4 mm, 1 psi - 6.89 kPa, 1 lbf - ft = ).355 818 N • in, 1 lbf= 4.45 N. IThe tabulated shear and tensile values are for anchors installed in stanc- aggregate concrete having file designated ultimate compressive strength at the time of installation. 2 Thc holes are drilled with bits complying with ANSI B212.15 -1994. The bit diatnctcr equals the anchor diameter. 3 Thesc tension values arc applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 The minimum concrete thickness is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. SAllowable static loads may be increased one -third for earthquake or wind resistance ill accordance with Section 1612.3.3 of the code. No further increase is allowed. 6 Thc anchors arc illustrated as follows: i Z Q tF W . o aa C 2 JU UO (n O LU N LL. W O LL ?. N = CY W F- _ F- O Z F- LU LLj � p W Uj LL F- F- -0 i - Z U= O Z Page 4 of 7 ER -1372 TABLE 4— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORSI i For Sl: I inch = 25.4 mm. ILinear interpolation may be used for intertnedinte spacing and edge distances. 2 Spaciltgs and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. TABLE 5— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSEVRED HEAD TRUBOLT WEDGE ANCHORS DESCRIPTION DESCRIPTION Edge Distance Min. Allowable Edge (E2) Min. Allowable Spacing Between ANCHOR EMBEDMENT Re ulred to Obtain Max. Distan ce (inches) Spacin Required to Obtain Max. Working Anchors (Inches) DIAMETER Inches DEPTH Inches Working load (Inches) Load Factor Applied = 0.65 load (Inches) Load Factor Applied - 0.70 1/4 Spacing 337 Obtain Max. the Load Factor 115/16 115/16 1 1 X16 Working Load 2 1 /R 1 3/16 3 31 16 151 318 1 2 15 /16 - 25 /8 (inches) 3 3 1 6 3 Applied - 0.40 4 3 1 6 3 1/, 21 /4 3"/1(; 2 77 /R 3 N/A 41 /R 31 /8 19 /16 6 ' 1 /16 3 /R 1 6 4 2 9 4 5/ 23/4 4 13 /16 27 /, 6 95/ 413/ 16 211 5 1 /g 3 1151 711 /16 3 7 551 213 /116 111 /4 5 3/ 35/ 511116 2 1./8 511 /16 9 6/8 5 _/2 9 5 1151 10 7 3 15 7 1 /2 7 /g 33 /4 69 /16 35 /16 13 69 /16 85 /16 6 6 1 /4 3 12 6 1 /4 331 8 6 3 12 6 1 4 7 315 /16 15 7 6 73 /8 73 /8 311 /16 143 /4 73 /8 15 9 7 3 14 7 1 1 /q SI /2 /2 - T 95 /8 413 /16 1 9 1 /4 95 /8 =/4 8 8 4 16 8 11 10 7 3 /4 15 7 TABLE 5— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSEVRED HEAD TRUBOLT WEDGE ANCHORS For Sl: 1 inch = 25.4 num. N/A = Not applicable. ILinear interpolation may be used for intermediate spacing and edge distances, '-Spacings and edge distances shall be divided by 0.75 when anchors art: placed in structural lightweight concrete in accordance with Table 10, F ,, K:: .'.Su •.AF qi'2 Z W JU UO (/) J = H NIL W O 9 Q N _ IY �W Z F- F- O W ~ W U� O N 0 F— W H (j: LL O. .- Z W CO) O Z DESCRIPTION (E) (E1) (E2) Edge Distance Mln. Edge Min. Edge Min. Allowable Required to Distance at Which Distance at Which Spacing Obtain Max. the Load Factor the Load Factor Spacing Between Working Load Applied - 0.60 Applied = 0.20 Required to Anchors ANCHOR DIAMETER EMBEDMENT DEPTH (Inches) (Inches) (Inches) Obtain Max. Working Load (Inches) Load Factor (inches) inches (See Figure 2) (See Figure 2) (See Figure 2) (Inches) Applied - 0.40 1 /4 lI /R 2 1 N/A 3 2 11 5 / 16 11511r, 1 N/A 3 7/ 1 15/ 16 3 /8 11/2 2 1 N/A 51/4 25/8 3 3 3 1 6 3 1/ 211 315/16 29 /16 N/A 7 315 /16 41 /8 53 /16 3 19 /16 63 /16 31 /8 5 /8 2 4 /1fi 3 1 /g N/A 9 413 /16 5 67/11 37/ 1151 711/ 37/8 3/ 31/ 511/ 33 /4 N/A 11 1g 5 65 /g 85 /16 5 21 12 91i /16 5 7 /8 331 69 /16 4 N/A 13 6 6 8 6 3 1g 12 6 1 4 7 5 N/A 15 7 7 10111 73/ 311 / 143 /4 73 /8 1 5 9 6 N/A 19 9' /R 8 11 8 4 16 8 For Sl: 1 inch = 25.4 num. N/A = Not applicable. ILinear interpolation may be used for intermediate spacing and edge distances, '-Spacings and edge distances shall be divided by 0.75 when anchors art: placed in structural lightweight concrete in accordance with Table 10, F ,, K:: .'.Su •.AF qi'2 Z W JU UO (/) J = H NIL W O 9 Q N _ IY �W Z F- F- O W ~ W U� O N 0 F— W H (j: LL O. .- Z W CO) O Z ®�® SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 I i ... - ....I . _. ,_... ' 1 r 4 l �__'_ I_.. I i i i I ' I I i I , JOB :;P G 3 SHEET NO /� OF CALCULATED BY 0f cl� DATE � - f �+ l0 4 Z = Z tr 2 D UQ W J H W . W O a�_ LL < � = w Z Z O U O� o I•- WW H� LL O W Z U cf) N � O Z v Ftprtirn nYnr,nrtjnc T,)h!P Nntrc' 1. The centerline bend radius is the greater of 2 times the design thickness or 3/32 ". 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on non - structural track sections are ignored. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 5. Tabulated gross properties are based on the full- unreduced cross section of the studs, away from punchouts. 6. For deflection calculations, use the effective moment of inertia. 7. For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (i.e., 362S137 -54 (50 ksi)) Non - Structural (S) Stud Section Properties 1 Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads 6 SSMA "+r?.'7,x ;c!rn:. x:+` r }�,. ol.`..i:s�fN'. ` wr,%::' �y( S;w:':r4•w_7z:."3.. jai..:. sx{. i, t.', r.: ,t.N:..i4�vui.)w:a::ytt�.fiS'X1 ..�5k2:Yn'.Ka.. .i�Flr . a z z �W QQ W 0 W= J �.. NW WO LLQ N� 1 0 f_ W z F- z� W �5 U� O� 0 1-- W U J H L O .. z W U= O z Design. - '•Goss = Effootlye;33ksi:. Effective 5.Oksl Torsional '. Thickness Area Weight ,. Ixx ySxx Rx. lyy Ry Ixx Sxx Ma ' Va Ycg .Ixx Sxx. Me Va Ycg J' 1000 Cw Xo :. Ro' Section in In? Ib/ft I n4 1n in '. In . In) In.. in in -k Iti In In' In R; In (In In : (in) p 1625125 -18 0.0188 0.080 0.27 0.038 0.046 0.686 0.016 0.447 0.034 0.033 0.66 309 0.924 0.009 0.009 -1.061 1.340 0.373 162S125.27 0.0283 0.120 0.41 0.056 0.068 0.682 0,023 0.443 0.055 0.051 1.01 526 0.909 0.032 0.013 -1.049 1.327 0.375 1625125 -30 0.0312 0.131 0.45 0,061 0.075 0.681 0,026 0.441 0.060 0.059 1.16 579 0.894 0.043 0.014 -1.046 1.323 0.376 162S125 -33 0.0346 0.145 0.49 0.067 0.083 0 0.028 0.440 0.066 0.068 1.35 641 0.677 0.058 0.015 -1.042 1.319 0.376 25OS125 -18 0.0188 0.697 0.33 0.099 0.079 •1.014 0.019 0.439 0.089 0.059 1.17 247 1.391 0.011 0.023 -0.930 1.444 0.585 250S125 -27 0.0283 0.144 0.49 0.147 0.118..1.009 0.027 0.434 0.144 0.092 1.81 700 1.372 0.039 0.033 -0.919 1.432 0.589 2505125 -30 0.0312 0.159 0.54 0.161 0.129 1.008 0.030 0.433 0.159 0.104 2.06 851 1.354 0.052 0.036 -0.915 1.429 0.590 250S125 -33 0.0346 0.176 0.60 0.178. 0.142 1.006 0.033 0.431 0.175 0.120 2.38. 1040 1.333 0.070 0.039 -0.911 1.425 0.591 250S125-43 0.0451 0.227 0.77 0.228. 0.182 1.001 0.041 0.426 0.226 0.173 3.43 1350 1.275 0.154 0.049 -0.899 1.412 0.594 2505125 -54 0.0566 0.280 0.95 0.277 0.222 .0.994 0.049 0.419 0.277 0.218 4.9a 1656 1.260 0.275 0.205 6.14 2510 1.289 0.299 0.059 .0.890 1,398 0.595 2505125 -68 0.0713 0.345 1.18 , 0.334, 0.267 :0.984 0.057 0.408 0.334 0,266 6.30 2017 1.252 0.334 0.261 7:81 3057 1.262 0.585 0.069 -0.880 1.381 0.594 3505125-18 0.0188 0.115 0.39 0.215 0.123 1.366 0.021 0.423 0.197 0.087 1.72 172 1.992 0.014 0.049 -0.819 1.648 0.753 35OS125 -27 0.0283 0.173 0.59 0.320 0.183 1.361 0.030 0.418 0.312 0.147 2.90 589 1.892 0.046 0.071 -0.809 1.637 0.756 35OS125 -30 0.0312 0.190 0.65 0,351 0.201 1.359 0.033 0.417 0.346 0.167 3.29 790 1.871 0.062 0.077 -0.805 1.634 0.757 3505125 -33 0.0346 0.210 0.72 0.387 0,221 1.358 0.036 0.415 0.382 0.191 3.77 1046 1.847 0.084 0.085 -0.802 1.630 0.758 35OS12543 0.0451 0.272 0.93 0.498 0.284 1.352 0.046 0.410 0.493 0.272 5.37 1777 1.780 0.184 0.106 -0.790 1.619 0.762 3505125 -54 0.0566 0.337 1.15 0.608 0,348 1.344 0.055 0.402 0,608 0.342 7.82 2403 1.762 0.6D3 0.324 9.71 3446 1.796 0.360 0.127 -0.781 1.605 0.763 3505125 -68 0.0713 0.417 1.42 0339 0.422 1.332 0.064 0.391 0.737 . 0.421 9.95 2959 1,752 0337 0.413 12.36 4483 1.765 0.706 0.151 -0.770 1.587 0.765 362S125 -18 0.0188 0.118 0.40 : 0.234: 0.129 .1:409...0.021 0.421 0.215 0.090' 1.78. 166 2.075 0.014 0.053 •0.807 1.677 0.768 3625125 -27 0.0283 0.176 0.60 0.347. 0.192 1.404 0.031 0.416 0.338, 0.154 3.05 568 1.957 0.047 0.077 -0.797 1.667 0.771 362S125 -30 0.0312 0.194 0.66 0.381. 0.210 1.402 0.033 0.415 0.375 0.175 3.46 761 1.935 0.063 0.084 -0.794 1.664 0,772 3625125 -33 0.0346 0.215 0.73 0.421 0.232 1,400 0.037 0.413 0.415 0.201 3,96 1039 1.911 0.086 0.092 -0.790 1.660 0.774 3625125 -43 0.0451 0.278 0.95 0.540 0.298 1.395. 0.046 0.408 0.536 0.285 . 5.64` 1777 1.843 0.188 0.115 -0.779 1.649 0.777 3625125 -54 0.0566 0.344 1.17 0.661 0.365 1.386 0.055 0.400 0.661 0.358 8.21 .2497 1.825 0.655 0.341 10.20 3446 1.859 0.367 0.138 0.769 1.635 0.779 3625125 -68 0.0713 0.426 1.45 0 0.443,_ 1.374,_ 0.065 0.389, 0,802 0.442 10.44 3076 1.815 0.802 0.434 12.98 4661 1.827 0.721 0.164 -0.758 1.617 0.780 40OS125 -18 0.0188 0.125 0.42 0.294 0.147 1.536 0.021 0.414 0.265 0.099 1.96 150 2.325 0.015 0.066 -0.774 1.769 0.809 400S125 -27 0.0283 0.187 0.64 0.438 0.219 1.531 0.031 0.410 0.426 0.178 3.52 511 2.150 0.050 0.096 -0.764 1.759 0.811 4005125.30 0.0312 0.206 0.70 0.481 0.240 1.529 0.034 0.408 0.473 0.202 3.99 686 2.127 0.067 0.105 -0.761 1.756 0.812 4005125 -33 0.0346 0.228 0.77 0.531 0.265 1.527 0.038 0.407 0.523 0.231 4.56 936 2.102 0.091 0.115 -0.757 1.752 0.813 400512543 0.0451 0.295 1.00 0.682 0.341 1.521 0.048 0.402 0.676 0.327 6.46 1777 2.032 0.200 0.145 -0.746 1.742 0.816 4005125 -54 0.0566 0.365 1.24 0.835 0.418 1.512 0.057 0.394 0.835 0.411 9.40 2777 2.013 0.828 0.391 11.71 3446 2.048 0.390 0.174 -0.737 1.728 0.818 4005125 -68 0.0713 0.452 1.54 ,.1.017 0.066 0.363 1.015 0.507, 11.983429 2.003 1.0150.498 14.91 5196 2.015 0.767 0.206 -0.725 1.709 0.820 5505125 -18 0.0188 0.153 0.52 0.630 0.229 2.029 0.023 0.390 0.018 0.138 -0.666 2.171 0.906 5505125 -27 0.0283 0.229 0.78 0.938 0.341, 2.023 0,034 0.385 0.925 0.253 5.00 366 3.072 0.061 0.202 -0.657 2.162 0.908 5505125.30 0.0312 0.252 0.86 1.031 0.375 2.021 0.037 0.384 1.017 0.307 6.06 491 2.956 0.082 0.220 -0.654 2.159 0.908 550S125 -33 0.0346 0.279 0.95 1.139 0.414 2.019 0.041 0.382 1.124 0,368 7.26 670 2.864 0.112 0.242 •0.651 2.156 0.909 550512543 0.0451 0.362 1.23 1,468 0.534 2.013 0.052 0.377 1.456 0.614 10.16 1487 2.786 0.246 0.304 -0.641 2.146 0.911 5505125 -54 0.0566 0.450 1.53 1.805 0.656 2.002 0.061 0.369 1.805 0.647 14.80 2799 2.765 1.790 0.620 18.57 2967 2.804 0.481 0.366 -0.631 21132 0.912 5505125 -68 0.0713 0.559 1.90 2.209 0.803 1.987 0.072 0.358 2.205 0.801 18.94 4442 2.753 2.205 0.789 23.62 5466 2.767 0.948 0.437 -0.620 2.112 0.914 600S125 -18 0.0188 0.162 0.55 0.778 0.259 2.189 0.024 0.382 0.019 0.169 -0.637 2.312 0.924 6005125 -27 0.0263 0.243 0.83 1.160 0.387 2.183 0.035 0.377 1.145 0.274 5.42 335 3.413 0.065 0.247 -0.626 2.303 0.926 6005125.30 0.0312 0.268 0.91 1.275 0.425 2.181 0.038 0.376 1.259 0.331 6.54 448 3.292 0.087 0.270 -0.625 2.300 0.926 6005125 -33 0.0346 0.297 1.01 1.409 0.470 2.179 0,042 0.374 1.391 0.408 8.06 612 3.154 0.118 0.296 -0.622 2.297 0.927 600512543 0.0451 0.385 1.31 1.817 0.606 2.173 0.053 0.369 1.802 0.584 11.55 1358 3.037 0.261 0.373 -0.612 2.287 0.928 600S125 -54 0.0566 0.479 1.63 2.236 0.745 2.161 0.063 0.362 2.236 0.735 16.82 2708 3.015 2.218 0.706 21.14 2708 3.056 0.511 0.449 -0.603 2.273 0.930 6005125 -68 0.0713 0.595 2.02 2.740 0 2.146 0.073 0.351 2.735 0.911 21.53 4442 3.003 2.735 0.898 26.88 5468 3.018 1.008 0.536 -0.592 2.253 0.931 8005125 -33 0.0346 0.366 1.25 2.881 0.720 2.806 0.044 0.347 2.855 0,525 10.37 455 4.521 0.146 0.576 -0.530 2.877 0,966 800512543 0.0451 0.475 1.62 3.721 0,930 2.799 0.056 0.342 3.696 0.894 17.67 1008 4.056 0.322 0.727 -0.521 2.867 0.967 80OS125 -54 0.0566 0.592 2.01 4.593 1.148 2.786 0.066 0,335 4.593 1.134 25.96 2006 4.016 4.560 1.097 32.84 2006 4.060 0.632 0.877 -0.512 2.852 0,968 8005125 -68 0.0713 0.738 2.51 5.653 1.413 2.768 0.078 0124 5.644 1.410 33.33 4048 4.003 5.644 1.393 41.69 4048 4.019 1.250 1.050 -0.501 2.832 0.969 1 Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads 6 SSMA "+r?.'7,x ;c!rn:. x:+` r }�,. ol.`..i:s�fN'. ` wr,%::' �y( S;w:':r4•w_7z:."3.. jai..:. sx{. i, t.', r.: ,t.N:..i4�vui.)w:a::ytt�.fiS'X1 ..�5k2:Yn'.Ka.. .i�Flr . a z z �W QQ W 0 W= J �.. NW WO LLQ N� 1 0 f_ W z F- z� W �5 U� O� 0 1-- W U J H L O .. z W U= O z '5� q P(- rOM..r Tq hln N')f 1. Screw spacing and edge distance shall not be less than 3 x d. (d = Nominal screw diameter) 2. The allowable loads are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. 4. The nominal strength of the screw must be at least 3.75 times the allowable loads. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be Installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs /screw) 1. 2. 3. 4. 5. 6. "Steel Thickness Design In Steel 06pertles.: F ksl� Fu (ksl No.,12 , ....' Dia. = :0.216 (Ip) : Shear Pullout; ' . "No.10 ' :. = Dla. =0.190 (in) ", ., Shear Pullout No.; 8; :;; DIa. #. 0.1 •, Shear- . No. 6 'Dla: = 0.138 (in) . Shear Pullout _Mils �rxm;aN�;sr 45 1116 509 54 ss cs� 18 0.0188 33 45 ::.;a: °" " = ' 66 39 60 33 27 0.0283 33 45 ' = = " " . Fw�.:• {rr• v:�.'j't E�.'•!'?�•}� ?i..:'.i::.t�::� =«: 121 . 59 111 50 30 0.0312 33 45 33 151 76 141 65 129 55 33 0.0346 33 45 :,:r[;::r *_',, y 280 177 84 164 72 151 61 43 0.0451 33 45 124 263 109 244 94 224 79 54 0.0566 33 45 394 156 370 137 344 118 ' +: = :" • ; " - : •: ; "; .: 68 0.0713 33 45 557 196 523 173 _ Weld Table Notes Weld capacities based on AISI, section E2 When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. Values include a 2.5 factor of safety. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. Allowable loads based on E60xx electrodes. For material less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Steel Mils Thickness Design In Steel Properlles F ksi Fu ksl Nominal Weld Size Allowable Loa 1b /In at��s 43 0.0451 33. 45 1116 509 54 0.0566 33 45 3/32 764 68 0.0713 33 45 1/8 963 97 0.1017 33 45 1/8 1373 118 0.1242 33 45 1/8 1677 54 0.0566 50 65 3/32 1104 68 0.0713 50 65 1/8 1390 97 0.1017 50 65 118 1983 118 0.1242 50 65 1/8 2422 \, 48 : SSM ZZ S � '~ w u� D U0 ND J H NIL W ILQ cl) = W �_ Z H- r- o W LU U� .O CO 0 F- WW I-- -- li. 0 .Z W CO F- Z r O Jj. 1908 February 16, 2006 } City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Brad Decker Decker Development & Construction, Inc. 117 East Louisa St, #230 Seattle, WA 98102 RE: Letter of Incomplete Application # 1 to Correction Letter #2 Development Permit Application D05438 Vitamin Shoppe — 17401 Southcenter Py Dear Mr. Decker: This letter is to inform you that the correction to your application received at the City of Tukwila Permit Center on February 9, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo. Please address the above 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. 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 the Permit Center at (206) 433 -7165. Sincerely, tits.[ e i r arshall e t chnician Enclosures File: Permit D05 -438 P:Vennifer\Ineomplete Letters \2005 \D05 -438 Incomplete Ltr #1 (to Corr #2).DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �Z �W QQ JU U U) o U) UJI LO .U- WO }} 9J LL Q _ (3 �W Z H I— O Z F— LU5 VO a F WW H� u O W Z N O Z Determination of Completeness Memo Date: February 14, 2006 Project Name: Vitamin Shoppe Permit #: D05 -438 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application resubmittal incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: Min. size 11x17 to maximum size of 2436; all sheets shall be the same size Drawing and structural calculations sheets shall be original signed wetoriginal signed wet stamp not copied. 1 A plan review cannot be completed until comment #2 from correction letter #1 dated December 22, 2006 has been addressed. A copy of the letter has been provided. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z W JU UO UJ J N U- 0 U— � =w Z� �O z� UJ U� O� o H- w W. U- O Cii Z. U= O� Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 29, 2005 Brad Decker Decker Development & Construction, Inc. 117 East Louisa St #230 Seattle, WA 98102 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -438 Vitamine Shoppe —17401 Southcenter Py Dear Mr. Decker: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the sane time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Nora Gierloff, at 206 433 -7141, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions "oust be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. 6Je 'cerel fi fer arshall mi echnician encl xc: File No. D05 -438 P:Vennifer\Correction Letters\DO5 438 Correction Ur N2.DOC jenr Z �zz JU U Uo CO) J F— CO) LL W O 5. u- U� = CJ W z� F— O Z F— W � W. p U CO) 0 F— ww F- 0 Z LLi N b O F=-: Z 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 i Building Division Review Memo Z Z'. i i �w Building Division Review Memo Z Z'. �w Date: December 28, 2005 J o Project Name: Vitamine Shoppe CO ° Permit #: D05 -438 J = W Plan Review: Allen Johannessen, Plans Examiner N .0 w A Building Division conducted a plan review on the subject permit application. Please u. address the following comments in an itemized format with revised plans, specifications = d and /or other applicable documentation. _ z PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 24x36; all sheets shall be w o the same size). w ° (Drawing and structural calculations sheets shall be original signed wet stamp not 0 ° copied.) 0 1 Respond to item #2 on previous letter dated 12/20/05. A copy of this letter has been = LU provided o - . Z. w CO Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. 0 PLANNING DIVISION COMMENTS DATE: December 27, 2005 PROJECT NAME: Vitamin Shoppe Building Permit PLAN CHECK NO: D05 -438 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. Planning comments from pervious letter were not addressed. z Z J U. UO: U 0 J = F- U- 0 LL. Q d = W Z F .. F- O Z F- W �p U ON O H-. W ui Z. O I- Z a 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 22, 2005 Brad Decker Decker Development & Construction, Inc. 117 East Louisa St #230 Seattle, WA 98102 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -438 Vitamine Shoppe —17401 Southcenter Py Dear Mr. Decker: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and - . reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At: this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Nora Gierloff, at 206 433 -7141, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujeh the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely V 4JQ t ll r arsha t chnician encl xc: File No. D05 -438 P;Veonifer \Correction Letters \D05 -438 Correction Ltr #LDOC jenr 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 :2a.. -a'.. ..�. '.r4 .: .._!.' t...: r...;}.: x. in..,; i. f:.: �:.,.:. qcw. Iacd:u�:.�.s.Yi,�•:W.t4w::� %1'i ��' w+ uLLCu: W. 2. d«.. t:: G+ iii:«�.�i::LSe1Y.sl;dr�.iiui " • ��'� Z = Z � QQ 2 JU UO CO 0 J = r— N u_ w O u- � =w z� 1- Z f— 2 5 U C0_ 0 F- w f- �' O LLI Z U= O Z f Building Division Review Memo Date: December 20, 2005 Project Name: Vitamine Shoppe Permit #:. D05 -438 Plan Review: Allen Johannessen, Plans Examiner A 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. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The floor plan for the tenant improvement indicates the construction of a stock room. However the plans lack specific details for any interior wall construction. Clearly identify all new interior wall construction. Provide details for interior wall construction of the stock room and method of wall bracing. 2 Provide details with dimensions for the floor display fixtures shown. Provide details with dimensions of all storage racks or shelving for the stock room. All storage racks more than 5 feet 9 inches high shall require a separate permit. Storage racks over 8 -feet shall be anchored or braced to prevent overturning or displacement during seismic events. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z �Z ' W , D UO mo o' CO = J F- T .LL WO LL CJ) s F_ W Z zo W� UC1 O - oF- W W o ui Z UN O ~' Z i i t ,r P LANNING DIVISION COMMENTS DATE: December 20, 2005 PROJECT NAME: Vitamin Shoppe Building Permit PLAN CHECK NO: D05 -438 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. Per my conversation with Brad Decker I understand that the tenant has proposed full height shelving against half of the storefront glass on the north elevation. It is not acceptable to block the windows in this fashion. This project went through design review and it is important to maintain the transparency of the fagade. Given the height of the glass in this location, cabinets up to 42" would be acceptable provided that the backs presented a finished appearance. z a � a 2 JU UO UD LU W LL. W O 9 -5. L� � �w 2i Z �-: 1-0 z E- W U� O U O I- , uJ W 2 LL 0 , LLI Z. U N P O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 438 PROJECT NAME VITAMIN SHOPP DATE: 03 -16 -06 SITE ADDRESS 17401 SOUTH-CENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTM _ L y -90 Bui M �� G P l ing iviM on Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03-21-06 Complete 1d Incomplete ❑ Not Applicable ❑ Comments: Permit.Center.Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-1 8-06 Approved ❑ Approved with Conditions d Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z -Z ~ w JU 00 N co LILI J � N LL w 0 I_j L? � =w z� I_0 z F- LU U� ON oIr- w LL O ..z w —F r ~O F- z PERMIT COORD OOPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 438 PROJECT NAME: SITE ADDRESS: VITAMIN SHOPPE DATE: 02 -09 -06 17401 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Building Division Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 'ice TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 03-1 4-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28.02 ::cti. 1 a:J.!n tk:.,e �_+..,icS�.+ +�e.e+in,n aWy.i.v.�LLV: w::fin,u uw•x.:�.v'...an .,w.w�...�+u - -". DUE DATE: 02-1 4-06 z �w QQ JU 00 0 w� U- 0 �a:3 U- < 0 = w z� 1= 0 z �- w �o U 0� wW U. .. z w O z PERMIT COQRD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -438 DATE: 12 -23 -05 PROJECT NAME VITAMIN SHOPPE SITE ADDRESS 17401 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTME d '1�, � d D e i 1 v 1jdin Wsion � � Fire Prevention ❑ Plan ing ision Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 2-27-05 Complete FJ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions[] Notation: REVIEWER'S INITIALS: DUE DATE: 01-24 -05 Not Approved (attach comments) FE( DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg `% Fire ❑ Ping�4 PW ❑ Staff Initials:�� 2.28 -02 .e.ets.,.,.:e;•.,:i��t:?. >i , 1``` . rrt:lr..zS. �.,.;o-lail Tw+'t L ek« t:. i� 1.' �..•. .I.ar. ".�..,t /ati:t.irtei'�tx:wla lnau:a. ':: • z.:'.•, t :✓'r 'f ' • " .,, a, 1 "„ «t.'�:S.xis;ytrxt.r..IJ.t.w... ;..t niY �. z �z �w Q � JU UO (D 0 J = H S .LL w U j CO = w F- _ ZO W w U� ON 0 f-. w �- F- �- O ..z w CO) O z ;PERMIT OOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -438 PROJECT NAME VITAMINE SHOPPE SITE ADDRESS 1740 SOUTH CENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BuiI ng Ivision Public Wo rl/ A w ( , (z -K� S Fire Prevention Structural ❑ DATE: 12 -08 -05 1 1 Planning Division Permit Coordinator ❑ Ig4I/YI f uIA- I L' 1 }__ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions[] Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ PingN PW ❑ Staff Initials: ❑ No further Review Required ❑ z z �w UO (/) D. C0 LLI J = H DU. w nazi U. I =w — _ z� ZO 5 U � O - C) I.-. wW �O z W rn H H O z DUE DATE: 01 Not Approved (attach comments) DATE: Documents/routing slip.doc i �WILA City of Tukwila Steven M. Mullet, Mayor o a rs N �` y Department of Community Development Steve Lancaster Director 0 6300 Southcenter Boulevard, Suite #100 N= Tukwila, Washington 98188 sf Phone:206 -431 -3670 1908 Fax: 206- 431 -3665 Web site: http: /hvww.ci.tukvvila.tiva.its REVISION SUBMITTAL Revision submittals mist be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 33 / GZD(, Plan Check/Permit Number D05-438 ® Response to Incomplete Letter # 1 for Correction Letter #2 ❑ Response to Correction Letter # R. f� ❑ Revision # after Permit is Issued �A� 1 ❑ Revision requested by a City Building Inspector or Plans Examiner 6 2 0 06 PERMT CENTER Project Name Vitamin Shoppe i Project Address 17401 Southcenter Py 3 Contact Person Brad Decker Phone Number: Summary of Revision: I i 1 i i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 1 Received at the City of Tukwila Permit Center by: �,A RAJAPILQ ! Entered in Permits Plus on pplications \torms- applications on line revision submittal Created: 8 -13 -2004 Revised: Z '~ w JU UO CO 0 J = H N U .W O 7 u.Q rn D = F- w z F- 0 Z F- w U CO 01`- w W F- L Z U= O F- z 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:11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director r • ;REVISIONS UBMITTAL t:< Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z LC Plan Check/Permit Number: — ❑ Response to Incomplete Letter # Re a to Correction Letter # FEB Q 9 2006 R is r it s s u Revision requeste y a City Building Inspector or Plans Examiner PERA41T C&4TFR Project Name: Project Address: Contact Person: i I —+ t t &( V C. _C,k,m )' y1.. c h P� cl Phone Number: Sheet Number(s): /'d/ i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6AC�aa /U Entered in Permits Plus on V,-OI GV pp I icationskffirms-appl ications on lin6revision submittal Created: 8 -13 -2004 Revised: z 1H "~ w � D J UO (J) 13 CO W J F- CO .LL W O LL ¢. a =W z� z� w U� CO oF- W u O llJ z CO O z Summary of Revision: �- REVISION SUBMIT AL ; City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: htiR. -11m v v.cLwkwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t-/ Z 3 ��� Plan Check/Permit Number: D05 Y 25 ❑ Response to Incomplete Letter # �ydb Response to Correction Letter # ❑ Revision # after Permit is Issued DEC 2 3 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PF -Rurr EA Project Name: i C 3 6?eA,' / Sv �( -(�( W11 Project Address: 7 Yul 5oaA c( lei / Y Contact Person: c % C� ,, Phone Number: �2 v (n) Summary of Revision: A dy l c v, -:) /-,(' lydk r Sheet Number(s): i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: l Entered in Permits Plus on U -J pp ications orms- applications on Ime evision submittal Created: 8 -13 -2004 Revised: z Z w 2 D JU UO 0 W= 1 N .LL. w 0 u- tn D z a �w z H WO w L) ON off w LLF- LL z CO O z i 3 i Look Up a Contractor, Electric;q or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DECKEDC002C2 Licensee Name DECKER DEVELOPMENT & CONST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601704966 Ind. Ins. Account Id Business Type CORPORATION Address 1 117 E LOUISA ST 230 Address 2 Cancel City SEATTLE County KING State WA Zip 98102 Phone 2065454964 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/22 /2000 Expiration Date 4/10/2007 Suspend Date Separation Date Parent Company Previous License SIERR00044KS Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DECKE, BRAD 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date OLD REPUBLIC SURETY Until #5 CO YLI239874 02/07/2002 Cancelled $12,000.00 11/05/2001 Pagel of 3 https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= DECKEDC002C2 03/29/2006 NO me I- fr I ti Z H. W �U UO N O C0 W J ~ co) .tL W } O 95 LL Q. N� = �W Z F- 0 Z I— W U O � 0H W UJ H L). �O W Z U= O Z EXISTING 20 PARKING S T A L L� 1 1 � COMMON ACCESS DRIVE ESMT. 7 M BOL do SIGN___- — do 7/A1.1 1 r NEW POLE LIGHT RE: 15/A1.2 CIS BUFF TONE L 61 s J TrALK WITH TOOLED pINTS POLE LOW 10 TROASH $ EXIST. LIGHT ® jVaLMSCAPE NEW POLE BOLOn L*4r 1 , N 1 LIGHT ►. 4si f NEW POLE PEAKS TOP 7 LIGHT ' 6 4 � 6 r� �S_2g sf 1 a�C t �co MATH LAND PE C7 ! ,ACROSS E�MI`.'' R. - EXIST. PKG. - 1 NOT A PART Z OF PROPERTY BUT USEABLE M N , 1 l� I I ` r \ MATCH +OSCAP ACROSVESMT. DF lam'" 1 1 � � t 1 JOANN FABRIC i i 1 , �O 1 1 1 1 . � i •, t � . r 1 . G BORDERS BOOKSTORE \ n 1 1 � COMMON ACCESS DRIVE ESMT. 7 M BOL do SIGN___- — do 7/A1.1 1 r NEW POLE LIGHT RE: 15/A1.2 CIS BUFF TONE CONCRETE J TrALK WITH TOOLED pINTS POLE LOW 10 TROASH RED ® jVaLMSCAPE PLAN 7. R BOLOn L*4r 1 , N 1 CS ►. 4si f LS= 38sf —� NEW POLE -- LIGHT -- (151A' _1 -- 1 g+._ SO PYLON �1 i[1 w l v NOTE: GROUND ANO BUi SCREE TO ' p D(ST. PKG. - ,MICF �N THE T A PAR OF PROOORTY 8UT USFAar r 1 - W/ EXIST. PAVEMENT (3 /A 1.1) PLAZA AREA TO 'WATCH ACJ ENT 'CENTER ` r + i w 1 0 z n z -v EXIST. F.H. VICINITY MAP SC -3 RETAIL BUILDING SITE AREA: 47,694sf BLDG. AREA: 16,781 sf ON SITE PARKING: 90 CARS LANDSCAPE AREA: 4 ± .t �L.-+�/- . y... .. �.M NTONT :; j a y ' ( `' �:� •.`� -. ;�' 20' 10 SITE PLAN ,. = 20 . - 17401 SOUTHCENTER PARKWAY VITAMIN SHOPPE FLOOR AREA = 4,000s.f. i REVIEWED FOR CODE COMPLI.AIN CE Aonr)nlrcn ty Of Tukwila RI ITi DTNr_ nniTgTnnl • "A pw MAW appry w is stow b am$ am =ftft , A'o of cranxtim doo rs dons t oR awl�v� of . , e-xi vor�orrs ii Dow- LEGM r-- WAiIL MM. UP /DOWN ARCH. PATMA`! ;"- C--l� SiTE POLE LOW 10 TROASH RED ® jVaLMSCAPE PLAN 7. R BOLOn L*4r M SKE RACK IECENE p�liT O�NTEp v v O Li '> a. V) a -- O C m � O c o C) c o ° . !. o . CL U Z7 W ' ~ � v W H V)_ U w CL W U N � Z Q Z cy- — LLJ V) W C Z F— C) V) C) I � O N N tf) N M 0 N W op F -- N tV i ` w_ U oo Z 0 a J m 3 cc Q.. 4q W I �- Q W J LL1 W W C > - 0 CL' w .� a! 0 U -� _► z ¢ o j < -- i Z steel 2E1 Qt �f 1 �7 7' fir' �1 D i 1 D1 c: w I o D 0 NO r� c� r I 1 1 r 1 Cn D ! C� rn z 1 ` r— > 40 40 CC) . ` a' - 0 , 1 Lu � 2 ° 111m 30 0 01 3N11 4 410 N . 'T"1 t�'► _ - - -~ nrio 30 3043 01 3N11 '1110 (� SPORT NUTRITION (21) ° °L I . CD i I < { (D A _ Z �— •-• -- 1 id I ' V) r I I i 4A. I 1 < i - Cn (7� T I i 1 C m ED m C I . C - z 0 t c o 1% ........ ........ ........ 19J- 1 _ N I -- � l M X 98 � at m - 33' 10' 33' r - 3' 4' 3' 10 5' _6» 5' 7 0 8 '_ 6 . , - , N�y _ _ 26 7 2'--6 1 -6" Z M 5' 2' 3' - 5' 3 y 5' 2 4' - 6" 0 L' D le a � ,. I YT F N {, m - m r " "� •~ • - cJ J � :x.41.., :• m 6 �4 I -� Cn I 1 m -�- ----�/ s 0 0 0 D ! \ -• °D- c.n A cm 4 7 .01 4 � v/ N ., � t f y Sf, ;J : , N : • + f • v ' fit , .t, � I ! /' `I 4 - n CAL ` J at 4 3# b :4 I MIN ,.. 1 I i 1 1 a - ~ t n 4.) -4 fu j r C - g � VITAM SH FLR, PL . & E LEV. 1" =8' 05 ob no. � LANCE M UELLER 6 A S S O C I A T E S 239 REGISTERED PTK o drawn � c + 17401 SOUTHCE PARKWAY z �Y °� S� NS 2-2 _ IV LANCE P. MUELLER 2 N. REV. � A A C H i T ! C T 9 11 i A srAYE OF WASH06M checked 1 VITAMIN SHOPPE 12-7- � TUK WASH NGTON 11 -,4.05 i i • 130 LAKESIDE SEATTLE, WA g812� 28� X75 2553 date no. revision date 25' -3" 6 » 6 r_ 6 �, �l 0 ITN U m m Q TOILET RC r-t 1 yr -1 I vi � C7 C7 r-1 1 P-31 Fm O 51'-7 $1 52 FIXTURE NOTE VERIFY FINAL FIXTURE PLAN AND FIELD MEASUREMENT WITH TENANT FIXTURE VENDOR PRIOR TO COMMENCING WORK. BACK ROOM SALES AR A o ,3 S �x��ar�Lwww�ww� �w�ww��a►��� �eelN�si�wwwwh����w����ra.�� � i ■ ��� ��� �� ��� r� owd f Q 3 W. w False 1 � r COA " AF-9 ` wFS. no 7r A6FY I LINE OF NEW COMMIC>1LE I MULTI- F FF - :i' - ;:;,- 4. ,). H • 11 ii�ii II II II VITAMIN SHOPPE i CASUAL MALE u s -. C. v� ------------ CANOPIES ABOVE � I PROJECTING 48" �y I 1 I I I I I r l 1 F.P.H.I r I I I I r r I r r I r I CJ1 co I 4 y V cri N 00 cn ITEM N0. I CONTENTS HARDWARE A BAGS OPEN - NO DOOR F i l PRINTER DOOR - NO LOCK CC BAGS lip �0 STORAGE DOOR - MATH LOCK E l BAGS OPEN - NO DOOR F SAFE DOOR - NO LOCK �G NOT USED CERAMICA VOGUE [ SUPPLIES / FAX ON TOP DOOR - NO LOCK D I m OPEN - NO DOOR El SPECIAL ORDERS DOOR - NO LOCK f MERCHANDISE OPEN - NO DOOR El SPECIAL ORDERS DOOR - NO LOCK CT -4 SPECIALTY COSMETIC AREA 12" X 12" GOLDEN AMERICAN OLEAN 1. PROVIDE BRACING TO STRUCTURE ABOVE, AS REQUIRED FOR ALL SKY AR22 HM AND STOPS TILE GROUT AT CT -4: LA / CLOSER LATICRETE GROUT #61 PARCHMENT INTERNATIONAL 243-IZ88 VT -1 ,(BOO) 1/8" X 12" X 12" #51932 "LUNAR BLUE" ARMSTRONG CS -1 CONCRETE SEALER - 100% SOLIDS AMINE BENJAMIN MOORE ) 3' -0' X Y -0" CURED EPDXY INDUSTRIAL COATING SEE M70/M71 HM STOPS v v WF -1 WALK -OFF MAT MATS INC. = STYLE: "ULTRA ENTRY" r ALAN 1 -N� PR_ W rE Q B A S E VB -1 .080 VINYL COVE BASE LIGHT GRAY #195 ROPPE OR APP'D EQ. CB -1 6" H.TILE BASE TO MATCH T -1 AMERICAN OLEAN CB - 4 ------------ CANOPIES ABOVE � I PROJECTING 48" �y I 1 I I I I I r l 1 F.P.H.I r I I I I r r I r r I r I CJ1 co I 4 y V cri N 00 cn ITEM N0. I CONTENTS HARDWARE A BAGS OPEN - NO DOOR F i l PRINTER DOOR - NO LOCK CC BAGS OPEN - NO DOOR �0 STORAGE DOOR - MATH LOCK E l BAGS OPEN - NO DOOR F SAFE DOOR - NO LOCK �G NOT USED CERAMICA VOGUE [ SUPPLIES / FAX ON TOP DOOR - NO LOCK D I MERCHANDISE OPEN - NO DOOR El SPECIAL ORDERS DOOR - NO LOCK FK] MERCHANDISE OPEN - NO DOOR El SPECIAL ORDERS DOOR - NO LOCK N 7 •.•: 1LERIVIRY TO i .D : • : ► L. •.► •.► .�� • .�� ► (8X8) BLUE FIELD TILES WH OUTSIDE ITE BORDER TILE (4X4) BURGANDY INSIDE BORDER TILE O 2 FLOOR PATTERN DETAIL SCALE: 1/4' _ 6�, 329 I �, 0 R P L 4 ' V 4 ir 1. PROOX 1 FEE OrTIAOLISHO PER 301IN OR PER TDwr. `' �- FIOOF MOUNTED 06 F MIMIC ums 10 K 96TALLO Lpw c4AM W7 l ... - .1-"r• ��' +- -. i e�e.�. .w^ -.. ��. .,fir r .. _ ... r .. � 1.......� _ .+.! a ...._. .l. -- ..,._.. -. .. -+.ter -.. a ..�►.- ..w�•s a- .. . .. .a��•+�� .r- �. -.�� w rr -� ' __ w -� -. • � N NOTE: w fir. eaeaeae� _1 6�, 329 I �, 0 R P L 4 ' V 4 ir 1. PROOX 1 FEE OrTIAOLISHO PER 301IN OR PER TDwr. `' �- FIOOF MOUNTED 06 F MIMIC ums 10 K 96TALLO Lpw c4AM W7 l ... - .1-"r• ��' +- -. i e�e.�. .w^ -.. ��. .,fir r .. _ ... r .. � 1.......� _ .+.! a ...._. .l. -- ..,._.. -. .. -+.ter -.. a ..�►.- ..w�•s a- .. . .. .a��•+�� .r- �. -.�� w rr -� ' __ w -� -. • � N NOTE: ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION SPECIFICATIONS AND PROCEDURES OF THE MANUFACTURER OF THE MATERIAL USED. FINISH DESCRIPTION MANUFACTURER ..C EILING. ACT - .1 DUNE 2711 (SECOND LOOK) ; j I ,^ ARMSTRONG EXISTING STOREFRONT - CLEAN /REPAIR AS REQUIRED ". ,A _^. ,� A _ / i FOR LIKE -NEW CONDITION. FLOOR. CT -1 FIELD TILE 8" X 8" INTERGA AMERICAN OLEAN 2 LAGOON BLUE #UP -63 I INSTALLED BY LL CT -2 ACCENT TILE 4" X 4" INTERNI SERIES GHIACCIO CERAMICA VOGUE • r` C L0 (WHITE) 3 BRACE TOP OF PARTITION DIAGONALLY TO STRUCTURE BORDEAUX RED ABOVE AT MIN. 48" O.C. APPLY 1 LAYER 5/8" TYPE 'X' HM AND FLOOR STOPS TILE GROUT AT CT -1 & CT -2: POLYBLEND CUSTOM AS REQUIRED TO RECEIVE NEW FINISHES. (PROVIDE WATER POLYBLEND CUSTOM BUILDING PRODUCTS 019 BUILDING PRODUCTS PEWTER COLOR (800) 272 -8786 CT -4 SPECIALTY COSMETIC AREA 12" X 12" GOLDEN AMERICAN OLEAN 1. PROVIDE BRACING TO STRUCTURE ABOVE, AS REQUIRED FOR ALL SKY AR22 HM AND STOPS TILE GROUT AT CT -4: LA / CLOSER LATICRETE GROUT #61 PARCHMENT INTERNATIONAL 243-IZ88 VT -1 ,(BOO) 1/8" X 12" X 12" #51932 "LUNAR BLUE" ARMSTRONG CS -1 CONCRETE SEALER - 100% SOLIDS AMINE BENJAMIN MOORE ) 3' -0' X Y -0" CURED EPDXY INDUSTRIAL COATING SEE M70/M71 HM STOPS NOTE #12 BELOW TOILET DOOR) WF -1 WALK -OFF MAT MATS INC. = STYLE: "ULTRA ENTRY" r ALAN 1 -N� PR_ W E: 47 1 "x 1/2" Q B A S E VB -1 .080 VINYL COVE BASE LIGHT GRAY #195 ROPPE OR APP'D EQ. CB -1 6" H.TILE BASE TO MATCH T -1 AMERICAN OLEAN CB - 4 6" H.TILE BASE TO MATCH T -4 I N T E R 1 0 R P A I N T F I N I S H P WHITE, EGGSHELL FINISH (WALLS) BENJAMIN MOORE P--2 DECORATORS WHITE, FLAT FINISH (CEIUNGS) BENJAMIN MOORE P -3 WHITE, READY MIX SEMI -GLOSS AQUAGLO BENJAMIN MOORE ( SEE NOTE #10 THIS SHEET ) P -4 DOWN POUR BLUE 02063 -20 BENJAMIN MOORE SATIN ON WALLS, SEMI -GLOSS ON DOORS P -5 DESERT TAN #2153 -50 BENJAMIN MOORE SATIN ON WALLS. SEMI -GLOSS ON DOORS S L A T W A L L SILT -1 DARK BLUE SLATWALL WILSONART #D25 -60 (BY MILLWORK CONTRACTOR) "ATLANTIS" SLT -2 MAPLE SLATWALL PIONITE #WM791 (BY MILLWORK CONTRACTOR) "HARDROCK MAPLE" P L A S T I C L A M I N A T E PL--1 DARK BLUE PLASTIC LAMINATE TO MATCH WILSONART #D 25 -60 SLATWALL BY MILLWORK CONTRACTOR `ATLANTIS" ML -1 WHITE MELAMINE BY FIXTURE CONTRACTOR BEHIND REFRIGERATORS F. R. P. F N I S WALL FRP 60' H. O TOILET do MOP BASIN WALLS. MAR - UTE WHITE COLOR PROVIDE FINISHED TRIM O EXPOSED EDGES TEXTURED FINISH AND NAMS AS R IR Y OR EQUAL G E N E R A L F I N I S H N 0 T E S 1. CONTRACTOR IS RESPONSIBLE FOR CHECIWG THE OUAUTY OF THE MATERIALS AND THE VERIFICATION OF ALL DIMENSIONS. 2. ALL VINYL TILE AREAS TO RECEIVE 4" VINYL BASE 3. COLOR OF VINYL REDUCER STRIP TO MATCH COVE BASE COLOR. 4. IF THE CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR A PROPER FINISH. HE SHALL NOTIFY TENANT & ARCHITECT OF THE CONDITION, AND NOT COMMENCE wow UNTE DRECTED. 5. APPUCATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT. PRIER SHALL BE SPECIFIED OR RECOMMETNDED BY PANT MANUFACTURER_ 6. PROVIDE A CLEAN SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FMIISHES. 7. PROTECT OTHER WIIIORIC AND MERCHANDISE AS REQUIRED TO PREVENT ANY DAMAGE. & ALL GYP. 80. CEILINGS, SOFFITS AND CURTAIN WALLS SHALL BE PAINTED. FLAT FUSH. UNLESS 07 ERWMSE NOTED. 9. ALL PAINTED GYP. BD. WALLS SHALL BE PAINTED, ELL FISH. UNLESS OTHERWISE NOTED. 10. ALL PANTED DOORS AND TRif SHALL BE PANTED AQUAGLO SEMI -GLOSS FHS7H w/MOORE'S ALKIID ENAMEL UNDERBODY (217) OR MOORE'S LATEX ENAMEL LI DERBODY (345) 11. CONTRACTOR TO PREPARE ALL SURFACES AS REQURED TO RECEIVE NEW FINISHES. 12. SEALED CONCRETE: PREPARE AND CLEAN ENTRE FLOOR PER MFWS INSTRUCTIONS PRIOR TO 94STALLNG CONCRETE SEINER. FOL.LOWN! MANUFACTURER'S WASTRUC71ONS FOR APPLICIITKIN OF EACH PRODUCT IF PATCHIDW OR FLOATNG IS REQUIRED. ARMSTRONG 5-184 FAST -PATCH AND SKM COAT SHOULD BE APPLJFD PER MFR. RECOMMENDATIONS OVER A BUR.DUP PRODUCT SUCH AS MAPO PRO 110 PIJMM/PATCH (AS REGURED� CLOSELY MATCH COLOR OF EX STING NG SLAB WITH NEW PATCH_ 13. WALLS 11r AND UNDER PANTED BLUE FISH. WALLS OVER ld" GET SLATWALL BY FDfTURE CONTRACTOR TO TOP OF BASE. KNEEWALLS UNDER LASS PANTED BLUE OVER GLASS PANTED BLUE. 14. 1' X 1" AUJMINUM ANGLES TO BE USED AT ALL COLUMN CORNERS AND 7/8 X 7/tr ALUMINIUM ANGLES TO BE USED AT ALL CORNER WALL AREAS, CORNER GUARDS ARE To BE SUPPLAD AND 0 STALLED BY FIXTURE MNF. r ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND OF FIRST CLASS QUALITY. ALL GYPSUM WALLBOARD USED IN CONSTRUCTION SHALL BE INSTALLED WITH ALL CORNER BEAD TRIMS, ACCESSORIES AND MOULDINGS ETC. AS REQ'0 FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE OF ALL NEW MATERIALS UNLESS OTHERWISE SHOWN. GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MATERIAL THA ARE SHIPPED TO THE SITE I.E.: LIGHTING FIXTURES, FLOORING MATERIALS ETC. THE COST OF ANY MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE AND FINAL PAYMENT. G.C. TO NOTIFY TENANT AT THE TIME THE SHIPMENT ARRIVES SHOULD THERE BE ANY DISCREPANCIES IN INVOICING. GENERAL CONTRACTOR SHALL CHECK ALL PACKING SLIP UP ON ARRIVAL OF ORDERS, AND ADVISE TEN. OF ANY DICREPANCIES IMMEDIATELY, OR G.0 WILL BE HELD RESPONSIBLE. VERIFY ALL MATERIALS AND COLORS WITH TENANT. VERIFY ALL DIMENSIONS IN THE FIELD. NOTHING SHALL BE PERMITTED TO BE ATTACHED TO SUSPENDED FROM OR PENETRATE ROOF DECK ABOVE. ALL FRAMING AND BRACING SHALL BE FROM TOP CHORD OF JOISTS OR STRUCTURAL STEEL. ALL COLUMNS TO BE FRAMED AND FINISHED BY G.C. FINISHED WITH SLATWALL BY FIXTURE INSTALLERS. EXISTING ROOF AND RELATED FLASHING MUST BE MADE WATERTIGHT (BY L.L.) PRIOR TO INSTALLATION OF ANY FINISHES. DOOR SCHEDULE PARTITION LEGEND SIZE BASE BUILDING WALL WITH INTERIOR PORTION OF WALL DOOR MATERIAL INSULATED AND FINISHED WITH 5/8" GYP. BD. FULL HEIGHT 1 --- TO DECK BY LANDLORD AS REQUIRED. TAPED AND BY 9"PL" SPACKLED & READY TO RECEIVE NEW FINISHES. NEW HARDWARE EXISTING STOREFRONT - CLEAN /REPAIR AS REQUIRED 1A FOR LIKE -NEW CONDITION. ALUMINUM NEW DEMISING WALL: 6" MTL. STUDS AT 16" O.C. FROM c Z O Z FLOOR TO UNDERSIDE OF DECK ABOVE. APPLY 1 LAYER" 2 GYP. BD. FULL HEIGHT TO EACH SIDE TAPED AND SPACKLED INSTALLED BY LL AND READY TO RECEIVE NEW FINISHES. EW NEW NON -RATED INTERIOR PARITION: 3 5/8" MTL. STUDS • r` C L0 AT 24" O.C. FROM FLOOR TO MIN. 6" ABOVE FIN. CLG. 3 BRACE TOP OF PARTITION DIAGONALLY TO STRUCTURE 1 -1/2 PR. DrOS) ABOVE AT MIN. 48" O.C. APPLY 1 LAYER 5/8" TYPE 'X' HM AND FLOOR STOPS GYP. BD. TO EACH SIDE TAPED, SPACKLED AND PREPARED (BACK RM. DOOR) AS REQUIRED TO RECEIVE NEW FINISHES. (PROVIDE WATER S. C. WD. RESISTANT GYP. BD. AT TOILET ROOM SIDE, AND SLOP SINK AREA AND MIN R -11 INSULLATION AT ALL PERIMETER Lodc WALLS) NOTES: 3 1. PROVIDE BRACING TO STRUCTURE ABOVE, AS REQUIRED FOR ALL PARTITIONS. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND OF FIRST CLASS QUALITY. ALL GYPSUM WALLBOARD USED IN CONSTRUCTION SHALL BE INSTALLED WITH ALL CORNER BEAD TRIMS, ACCESSORIES AND MOULDINGS ETC. AS REQ'0 FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE OF ALL NEW MATERIALS UNLESS OTHERWISE SHOWN. GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MATERIAL THA ARE SHIPPED TO THE SITE I.E.: LIGHTING FIXTURES, FLOORING MATERIALS ETC. THE COST OF ANY MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE AND FINAL PAYMENT. G.C. TO NOTIFY TENANT AT THE TIME THE SHIPMENT ARRIVES SHOULD THERE BE ANY DISCREPANCIES IN INVOICING. GENERAL CONTRACTOR SHALL CHECK ALL PACKING SLIP UP ON ARRIVAL OF ORDERS, AND ADVISE TEN. OF ANY DICREPANCIES IMMEDIATELY, OR G.0 WILL BE HELD RESPONSIBLE. VERIFY ALL MATERIALS AND COLORS WITH TENANT. VERIFY ALL DIMENSIONS IN THE FIELD. NOTHING SHALL BE PERMITTED TO BE ATTACHED TO SUSPENDED FROM OR PENETRATE ROOF DECK ABOVE. ALL FRAMING AND BRACING SHALL BE FROM TOP CHORD OF JOISTS OR STRUCTURAL STEEL. ALL COLUMNS TO BE FRAMED AND FINISHED BY G.C. FINISHED WITH SLATWALL BY FIXTURE INSTALLERS. EXISTING ROOF AND RELATED FLASHING MUST BE MADE WATERTIGHT (BY L.L.) PRIOR TO INSTALLATION OF ANY FINISHES. DOOR SCHEDULE NO. SIZE HINGES HARDWARE DOOR MATERIAL FRAME REMARKS MATERIAL LLJ )GSTING BY 9"PL" NEW HARDWARE > (1) S - X 7' - MANUFACT. ALUMINUM ALUMINUM AND ADA THESHOLD- c Z O Z (SLIDING DOOR) H & GLASS INSTALLED BY LL EW ASSMX sET LATCH • r` C L0 NEW KICK PLATE CD (1) S - X 7' - 1 -1/2 PR. DrOS) 1 3/4" HM AND FLOOR STOPS (BACK RM. DOOR) / CLOSER S. C. WD. a� W N EW . Lodc 1 3/4' FLOOR 3 () 3 -0 X 7 -0 1 -1/2 PR. D40S) HM AND STOPS TOILET DOOR) / CLOSER S. C. WD SEE ELEV 1 THIS SHT Q EW ACY 1 3/4" NEW KICK PLATE AND FLOOR Q ) 3' -0' X Y -0" 1 -1/2 PR. D40S)LOCK HM STOPS w TOILET DOOR) / CLOSER S. WD. SEE ELEV 1 THIS SHT = XI STING r ALAN 1 -N� PR_ W NEW HARDWARE AS Q 7' (1) 3' -0' x - O t REQUIRED FOR NEW REAR EGRESS REMOVABLE THRESHOLD HM. HM. TENANT REQ. INSTALL BY LANDLORD HINGES TRPTHm- 1804 MEWER DOOR NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, PARTS. AND SUPPORT PRODUCTS FOR A COMPLETE DOOR INSTALLATION. ALL DOOR HANDLE HARDWARE SHALL BE ADA ACCESSIBLE LEVER TYPE (SCHLAGE - ATHENS STYLE OR EQUAL WM'ti+ 626 SATIN CHROME PLATED FINISH). DOOR HARDWAR iNCLI✓DING DOOR CLOSERS SHA;.L, MEET ADA REQUIREMENTS. 2. ALL DOOR -RAMES IN STEEL STUD FRAMING SHALL BE LINED ON SIDES AND HEAD WITH FR 2"x4' STUDS. BRACE TO STRUCTURE ABOVE. 3. ALL DOGS TO RECE SILENCERS, AND KICK - PLATE ON THE PUSH SIDE. 4. REAR EX: - WITIH SIRENLOCK ALARM MODEL 250 B" ALARM LOCK SYSTEMS (63 - 1- 789- 4. 6 1. %OK REMOV'ABE PINS ON HINGE AND NO VISIBLE HARDWARE OUT'SDE. 5. JOT DOO? Se -AL.L BE OPERABLE WT'HOL�T USE OF KEY'S. SPEC-AL KNOWLEDGE OR EFrORT. 6. ALL GOOKS 9 AL... "AVE A MI*d1M J%0 CL EAR OP N iNG WMO rDr 32 - - 7. ALL Door- _� *:.--E5 SP-J. 3E EOI.+POEu WMr-a _=vim - "Yx r-A.NJ �S OR DAw.- BARS. -DOOR � ARD*ARE Sr A__ BE BE - WE:% 30' - a.t' A3 rF = ,N;Sr+ *tC_ c. 8. FL OOR A.Q�: A S A EA 5-D--r OF A._ DOORS S'- A _,,,. BE .CLZ AR 4N3 ...E M"3kkN � _ v�- Si-AL_ BE " /2 9. � DOORS BE r +rte't-„ Q- IN. -Ess 64E9 0 SE ti .. L... 'L- AL I- :�.c` Dh A_ EXS I W,, -C*PS r ! EX7S -- An*ARE, T_ BE Cr C x � A�, �E��SEti "�► � vE' mac£ C'�v. 10' -0> -- Z.J►T: Ok PL9_ -_ OF ?w - 0 9 M 000; SA -^ ALI^*" PEIt1 T CENTE 1 Tv �.E TS ar BACK Rat. DOORS ELEVATION 2 o I o „ N , } M to to N LLJ 0 O Q C > o � on c Z O Z H > O C • r` C L0 c: _y Ln �i � o Ne o. ' v o W U rY V) U W a� W o w v LAm 3 U Q 0 w . A Z w - C) CLf = W O p CL ' O� W v y Z z t o ?• 2 o I M to to H LLJ 0 Y IA IN on H O O N La I U V) U 2 o I M to to a0 N _ II r" IA IN on O N La W V) U do o w LAm 3 U Q 0 w . A i �i w - W CLf = W O p CL ' O� W v y z t o ?• sheet Q - � � ..._ - ..- .. .�..+ _ .. � .+.►'�'�..�....._ -•• - .�... -� - -. r .�.. - w•• -.l•i -.ter ►_ - ti ~ WALL - MOUNTED SIGNAGE REQUIREMENTSO CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARF MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. N 0T` CC J. \ , � CORRESPONDING 1. MOUNTING: CENTERED ON DOOR 60' FROM THE FLOOR. GRADE 2 BRAILLE 2. CIRCLE FOR MEN, TRIANGLE FOR WOMEN. DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. WOMEN MEN WOMEN MEN - SIGNS ARE CENTERED ON THE WALL 60' ABOVE THE FLOOR. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH!N THE SWING OF THE DOOR. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR MOUNTED SIGNAGE: 12" DIAMETER CIRCLE 1/4 THICK. STAINLESS STEEL WITH WHITE FIGURE WALL MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8' HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA _ REQUIREMENTS. RESTROOM SIGNAGE STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR - MOUNTED SIGNAGE: EQUILATERAL TRIANGLE 1/4 THICK WITH EDGES 12" _ LONG; STAINLESS STEEL WITH WHITE FIGURE. WALL - MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. . ---Vc CLEAR 7 i FLOOR AREA I --- c O ` I i c" --4• - j - / 4- // % �„ i PLAN TOILET ROOM __ ry ELmffiTim i G A. a l VT -4, o REQT. PER WA. ST. REG. FOR BARRIER -FREE: 1. DOOR HARDWARE PER SECTION 1106.3 WITH !MOUNTING HEIGHT 42" A.F.F. PROVIDE CLEAR SPACE FOR APPROACH TO WVRDMiARE. 2. DOORS PER SECTION 1106.10 WHERE DOOR IS PULLED OPEN, FFLOM SPACE 18" BEYOND STRIKE JAMB AND 60 PERPENDICULAR TO DOORWAY, INHERE DOOR IS PUSHED OPEN, FLOOR SPACE 12" BEYOND STME .LAM$ AND 48" PERPENDCULAR TO DOORWAY. 3. BATHROOMS AND SHOWER ROOMS PER SECTtiON 1106.11. WHEELCH I''R ACCESS,'91LE TOILET STALLS 6C' WIDE x 59' DEEP. 32" CLEAR ENTRY MI:DTH WrrH 48' %".LW J! TRUCTEB ACCESS. WATER CLOSETS 8' rRCM aENTt'RUNE T O wAEI AND 42' CLEAR. i{EIGH TO TOP OF TOILET SEAT 17'- g'. GRAS BARS 36" x 42" LOND O SIDE AND 36" LONG 2 BACK. FLL!SN CONTROLS 0% WIDE SIDE 44' A_4 _F. URPik --S SQL HAVE E�ONGA'� 8111 ' A. ►" LAVA .>?'ES 34' A` = __ _ wrTu 'CZ-AR = _OOR SPACE 1C' W DE x 4 8' DEEP XAC K. rE C_EARANCt *7-'9*. DRr'IIA 11' S NSULA . L W JM1M .Su A : �. F'k)U - - iANW.n_ES ' %" _ �JY r = rROti ' Ems. URROP 30 Aim "x OF SHE_'%4ES 4C' A.; Sr+CMFR S - �k -S 36" : 3F" W'-+ SEE AN-C :,W =;LEER S=AC,E &8" _J'VG = 36' MfIJE. SEA' S►�_ '9F _OCJ4 : C ': MJIL_ 0�°'.'S'�: Sr+C7NER : ►ON� J S• ANC GF21rf.7 BARS 36" A_ .= . CAA8 3AF S 3E" 4F . x 'S' _JW- O Wk_ J°'OiG'_'Z- :L AR _'?OR SPACE ANC 2 7" _0Wj 0 'ANAL.,_ SEA SW BARS A>RE • 2 '12* = RO10 sI L ,_ FA,-a :0%_- JA Ati OP°<'S -r_ S-00c_'R SEA" AC 3E" - 48' c �, L'R C DWA^7S '" � 36 W-',. CLEM ' HOC SP 3C WC 'a 48' .� . 9Mp- '7'-'Q' MCE F SPAS. ./C SPELT .00A'M 3E" 4= _ -. 4" 404- CokTRCLS V a 6" l� + .x � " " � nec �+_ - C �LV �i `A o4p"" lo. 1MC 5 AMC k QADE Es ( ' r'�I'L. T A... �W t S`L� w' TL M X AFr b 'N GF*e 9FR'S ,C�CJ► AT 7 W SLOE 51 *.. BE Wk 42 * /� H _ .0CA7D 40T NOW X4 % '2" ' R0 II * WIll I T AM Or 71,410111K UK 54" F" P#ST i.�. SaOE �L_ QC WL 24" � •.0 & TWO OVEN SIDE OF W.C. OW go;M LOCUM u' 7W WCX SWti. BE VOLOM NO'' VM � M 4" K!wM- SEA' r SAT S 11 117' WI''ER SLFOL"r 0 0�W :DER SPOK& PER :.ODE* 0E Vr .',+E PW: EC rE D IP r � • PAINT P -1 s1� � - =� --tee- r- - ' ---•�R - "' ! r PLM DRINKING FOUNTAIN TOILET ROOMS 1ANYL REDUCER STRIP BY BURKE MERCER /633 COLOR- LIGHT Y VINYL TIL BACK ROOM LINE OF TOILET Roar, WALL CONCRETE FLOOR SLAB W/ CONCRETE EPDXY SEALER ' Q. . • 1 ♦ - a • • • • 4 ♦ A A 1 FLOOR TRANSITION NO SCALE cv+cT To ��� SEAL.ER) SALES AREA MNYL REDUCER STRIP BY BURKE MERCER 0146 COLOR. LIGHT GREY CERAMIC TILE BACK ROOM LINE OF SALES / BACK ROOM WALL CONCRETE FLOOR SLAB W/ CONCRETE EPDXY SEALER • V- WA :S vat s7 i f t 63 r l ; fey ♦ • •, 'd • • . . 4 • - e .- STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR MOUNTED SIGNAGE: 12" DIAMETER CIRCLE 1/4 THICK. STAINLESS STEEL WITH WHITE FIGURE WALL MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8' HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA _ REQUIREMENTS. RESTROOM SIGNAGE STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR - MOUNTED SIGNAGE: EQUILATERAL TRIANGLE 1/4 THICK WITH EDGES 12" _ LONG; STAINLESS STEEL WITH WHITE FIGURE. WALL - MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. . ---Vc CLEAR 7 i FLOOR AREA I --- c O ` I i c" --4• - j - / 4- // % �„ i PLAN TOILET ROOM __ ry ELmffiTim i G A. a l VT -4, o REQT. PER WA. ST. REG. FOR BARRIER -FREE: 1. DOOR HARDWARE PER SECTION 1106.3 WITH !MOUNTING HEIGHT 42" A.F.F. PROVIDE CLEAR SPACE FOR APPROACH TO WVRDMiARE. 2. DOORS PER SECTION 1106.10 WHERE DOOR IS PULLED OPEN, FFLOM SPACE 18" BEYOND STRIKE JAMB AND 60 PERPENDICULAR TO DOORWAY, INHERE DOOR IS PUSHED OPEN, FLOOR SPACE 12" BEYOND STME .LAM$ AND 48" PERPENDCULAR TO DOORWAY. 3. BATHROOMS AND SHOWER ROOMS PER SECTtiON 1106.11. WHEELCH I''R ACCESS,'91LE TOILET STALLS 6C' WIDE x 59' DEEP. 32" CLEAR ENTRY MI:DTH WrrH 48' %".LW J! TRUCTEB ACCESS. WATER CLOSETS 8' rRCM aENTt'RUNE T O wAEI AND 42' CLEAR. i{EIGH TO TOP OF TOILET SEAT 17'- g'. GRAS BARS 36" x 42" LOND O SIDE AND 36" LONG 2 BACK. FLL!SN CONTROLS 0% WIDE SIDE 44' A_4 _F. URPik --S SQL HAVE E�ONGA'� 8111 ' A. ►" LAVA .>?'ES 34' A` = __ _ wrTu 'CZ-AR = _OOR SPACE 1C' W DE x 4 8' DEEP XAC K. rE C_EARANCt *7-'9*. DRr'IIA 11' S NSULA . L W JM1M .Su A : �. F'k)U - - iANW.n_ES ' %" _ �JY r = rROti ' Ems. URROP 30 Aim "x OF SHE_'%4ES 4C' A.; Sr+CMFR S - �k -S 36" : 3F" W'-+ SEE AN-C :,W =;LEER S=AC,E &8" _J'VG = 36' MfIJE. SEA' S►�_ '9F _OCJ4 : C ': MJIL_ 0�°'.'S'�: Sr+C7NER : ►ON� J S• ANC GF21rf.7 BARS 36" A_ .= . CAA8 3AF S 3E" 4F . x 'S' _JW- O Wk_ J°'OiG'_'Z- :L AR _'?OR SPACE ANC 2 7" _0Wj 0 'ANAL.,_ SEA SW BARS A>RE • 2 '12* = RO10 sI L ,_ FA,-a :0%_- JA Ati OP°<'S -r_ S-00c_'R SEA" AC 3E" - 48' c �, L'R C DWA^7S '" � 36 W-',. CLEM ' HOC SP 3C WC 'a 48' .� . 9Mp- '7'-'Q' MCE F SPAS. ./C SPELT .00A'M 3E" 4= _ -. 4" 404- CokTRCLS V a 6" l� + .x � " " � nec �+_ - C �LV �i `A o4p"" lo. 1MC 5 AMC k QADE Es ( ' r'�I'L. T A... �W t S`L� w' TL M X AFr b 'N GF*e 9FR'S ,C�CJ► AT 7 W SLOE 51 *.. BE Wk 42 * /� H _ .0CA7D 40T NOW X4 % '2" ' R0 II * WIll I T AM Or 71,410111K UK 54" F" P#ST i.�. SaOE �L_ QC WL 24" � •.0 & TWO OVEN SIDE OF W.C. OW go;M LOCUM u' 7W WCX SWti. BE VOLOM NO'' VM � M 4" K!wM- SEA' r SAT S 11 117' WI''ER SLFOL"r 0 0�W :DER SPOK& PER :.ODE* 0E Vr .',+E PW: EC rE D IP r � • PAINT P -1 s1� � - =� --tee- r- - ' ---•�R - "' ! r PLM DRINKING FOUNTAIN TOILET ROOMS 1ANYL REDUCER STRIP BY BURKE MERCER /633 COLOR- LIGHT Y VINYL TIL BACK ROOM LINE OF TOILET Roar, WALL CONCRETE FLOOR SLAB W/ CONCRETE EPDXY SEALER ' Q. . • 1 ♦ - a • • • • 4 ♦ A A 1 FLOOR TRANSITION NO SCALE cv+cT To ��� SEAL.ER) SALES AREA MNYL REDUCER STRIP BY BURKE MERCER 0146 COLOR. LIGHT GREY CERAMIC TILE BACK ROOM LINE OF SALES / BACK ROOM WALL CONCRETE FLOOR SLAB W/ CONCRETE EPDXY SEALER FLOOR TRANSITION 2 NO SCALE ccEaAYC ,11.E Tn CONCRETE SFJY.ER) DOOR JIW BEYOND EXTERIOR BACK ROOM NGP 0 513 SADDLE TFMRESFIOLp - NILL AUN C�ICRETE CONaRETE EPDXY ( SIDEWALK ) SEALER . c -IONCRET'E. w + FLMR SUIT♦ FLOOR TRANSITION 3 NO SCALE (SDEWAILK TO DOOR SADDLE ! VCT.) 10E%TV of DOOR ps-•a�- � le -100, vu OFr C% DOOR a0w' OF TLE A'E� ;UcI*A EMr • V- WA :S vat s7 i f t 63 r Y ♦ • •, 'd • • . . 4 • - e .- FLOOR TRANSITION 2 NO SCALE ccEaAYC ,11.E Tn CONCRETE SFJY.ER) DOOR JIW BEYOND EXTERIOR BACK ROOM NGP 0 513 SADDLE TFMRESFIOLp - NILL AUN C�ICRETE CONaRETE EPDXY ( SIDEWALK ) SEALER . c -IONCRET'E. w + FLMR SUIT♦ FLOOR TRANSITION 3 NO SCALE (SDEWAILK TO DOOR SADDLE ! VCT.) 10E%TV of DOOR ps-•a�- � le -100, vu OFr C% DOOR a0w' OF TLE A'E� ;UcI*A EMr • V- WA :S vat s7 i f t 63 r Y '�*CA �lORDEW i,E rA WE 4' r3w `E�' A L E � Iy� Top OF COUNTER COUKTERTOP SECURED FROM UNDERSIDE AT SUPPORT BRACKETS SUPPORT ANIME SUPPLED Bt r=-W MW %C RE 1 WALL AID TO UNDERSIDE OF •M CL£ SUPPORTS SECURED M WALL STUD OR G.C• TL` PROWL E BLOOM AS QE"WD FOR PROPER MOU97M E AK TABLE D�ET�A L V p yu;t law sm a Aw 4mp- 8111116 4111p. ML BACX R j s"-E` A=REA fJCIE- �O'EC�du ADO WK... - L4 S"S'E ws f AE so ;�- acaars .01111110 VwvL CORE 904K / SAINLi: LAI. Guy P15 9 Wy OWN OR OPP EQL canal " RAW 94110, W can= E SEALER r � • • a .L M � • • 41 • t DE -A L e4tSE REVJFF V D r= . A C�'>t1►r+� ter`. r�M 27.= . i s C; CE_ _ O I 0o it • V� J W H cid U O �i In a1 Q 0 w J J �W L Q . : CL ' W oi U T � 2 i t � Z. stiee* M Ln to C4 in N M 0 N -- N 04 < Go w � 3 W H _j Lai U � >W � 0 I Y 0 4 J Q O >� T12.2 � m 0 Li Y ry � C CL O . N m L- 2 V) z a O r • • O c: to 3 _y V Y I o m Lo o 0 + o W cr CC V U ca W W or d W � N U � 0 � Z � w = - Z Q ui 3:: O I 0o it • V� J W H cid U O �i In a1 Q 0 w J J �W L Q . : CL ' W oi U T � 2 i t � Z. stiee* M Ln to C4 in N M 0 N -- N 04 < Go w � 3 W H _j Lai U � >W � 0 I Y 0 4 J Q O >� T12.2 v T w Li Y ry � O U C� O I 0o it • V� J W H cid U O �i In a1 Q 0 w J J �W L Q . : CL ' W oi U T � 2 i t � Z. stiee* M Ln to C4 in N M 0 N -- N 04 < Go w � 3 W H _j Lai U � >W � 0 I Y 0 4 J Q O >� T12.2 0 0 R c NG 'S I A N a'QCV'OE PER 4.%V f OR PER TOW 29- ROOF vou%l C SAS RFD i-w wrs "a 1w mg^j D mER TDIIMIT wRoEIr"Ts J 4 Ir 8' 4` c Ir 0 MAGHNE BOLT �. � 1' 3" I Z� ONE PIECE All THE WAY UP TO THE UNIT e' m x I RED HEAD BOLT {EXTENSION BOLT) 3'x7 x 1 j" STEEL ANGLE . I • �"�- CDNGRETE SLAB f 1 ,. �.. • f , EQ. Cn A e I I G�i�. ., . • A 1�II �1 . l • � 7 • f • 1 •4 � G • d RACKING ANCHOR TO SLAB SCALE: NONE ONE PIECE ALL THE WAY UP TO TF+E UNIT I J" STEEL ANGLE IXraL s ATTA TO BACK TO BACK RACKS SCALE: NONE NOTES: 1. RACKING ANCHOR ATTACHMENTS TO SLAB ARE MADE AT 6 PLACES. 2. WALL ATTACHMENT SYSTEM INCLUDES BLOCKING WITH SCREWS INTO STUD WALL. 3. STUD WALL TO BE MINIMUM 6 x20ga. 2 24" O.C.. 4. SCREWS FOR WALL ATTACHMENT TO BE #10 SELF TAPPING. IREVIE "VED r?~ M , MA. K 7 ' ,, C 1 ty cr I t'K'.'V - +. rT. -ft, T• - 0. - r. - I M d- v V E ►:. ..- CWT IS PE�C c0 I I + I Ln I i m V) Y 0 2 U y Q .� .- o ic • O � i 3 13 m � V Lf) o m v o O. LLB s V ! o •- Z3 L aG U t � V W_ U LL a6 W r7 N U �+ (wD Z C.y. C) cl- cr. f � � w = �-- Cn Z W Q U w o Q O I M In co N =!I l-- in N M O N w Z{ w < - N < N f U 0 10 W 0} W Q .�..' W J W Q W w 'W VI J • W WI 3 W CL , CL[ _ 4n W Y W Q V o J Z t O Z ^ee• s �I t a' T12 �t 1 � FNs� FLaoR +11' —V FNSH CLG HT, ,-� 0'-0' NV FDQSH FLmt - Fuses aG Hr. r (r-r 10' KICK PLATE ELEC OurLET iN BASE— SATIN ALUM. FIN. ( SEE E -2 DWG. FOR LOCATION NORTH ELEVATION `-' SCALE. 4" = 1' -0" r C F ^ FVM a �. G r-r CB -1 I 0�0 OPEN � J REF. S-!DER ELECT. OUTLET IN BASE- (TYPICAL) SEE E - 2 DWG. FOR LOCATION P-4 H r SLT -1 !, t EAST f:LFVA_r11'ur'*'1% REF i 8 � SiT- - - OWN* � am-Now iii = � I mm � i�i�■� ■ iii iii� 6" BASE PLATFORM ELECT. OUTLET IN BASS (TYPICAL) SEE E -2 DWG. SOUTH ELEVATION FOR LOCATION 1 SCALE: 1/4" = V -0" SLT- -t I■ � 1T REF. CB -1 --� ELECT. OUTLET IN BASE - (TYPICAL) SEE E -2 DWG. FOR LOCATION REVTEVVED I CODE CC.N!P TA',4 d 1 1 • r. � y � `� 1 7 f E9 39 K% P FEA8AT C..3% — .v-- >n I I I i ,.,0 >c O " V) y Z w > V) CL wV) o� C 't7 U-) O m _ o i C m o . r 'o v 0 � U W N C9 W a6 CA W N Y z O C cy. Z W U) '-�— Z Q LLJ 3: C) w O � O � co _II W IN M Z 40 Q 0 ..�. C4 QIW > W C4 Io0 W!o �w < w 3 Q J at C1 H W. Q W 1— w W �n .�. J W W i 3 ~- a I ._ CL; = W CL Y w v .� O� I -j _ Z 0 M �t s illt eei T13e0 �I Q • �+rw.�..�.. � — �.+• -.+�.e v ter- � �� �� �� !�"t .... if +�r+..11tr� .rte. q FOR LOCATION vnV. FOR LOCATION 2 WEST ELEVATION SCALE: 1/4" = 1' -0" :CEILING PLAN NOTES jr 1 SYMBOL DESCRIPTION f�� r 'I �• A oo : ? `11r (: f: , `t i l :.1 , : H 'I �;• : - AY , . -� • \ � J r - '� Z.v % . I/f ��• \•-! ��L ;j 1cr � .�r ;1- -�� . r Ni_ :l f `�^' _... 'F;c ;� 'i =I:�, ��'• CAEr••, A`, 7 �5F LL 3 '..E Z Z l _1'; � __!,L'.' 1 •_ _I.,I`t' f;•� ... -. \.` �.:. ,. �. - lie. - 1 l: ,. IN .. `j`1 �l,r �� ;�'- ■�.. ;�� ''T -t�:f� �_ f.:`' "' h,. '+�I ,n `I7''I 't: C ►i A LL S� Y ,_ rC I H `1 �' r1 GJ G_Y i Tom. C +;•_' 1 C f ti l .''`Y �l r. \1• i.. .. � [ y N 1 +- '. .• i,V • _7 �L �, Iht � � r .., !'/ , <_�� f �: li _ f� L.. �_ _. til ��`:I -•' { �l \ N. ... � }, ... ... !�'.. �I' '� L�f_ >�l: i!:-� i.� 1 I {r r 1 • ``'' �jl t I i v :? L Zn, r !�'` - 4A,.� .• ,+ '\ T-!_ 1 - N a > _ (f) I�i.f _f•. �� i's ^ [J ' �? � 1 yr C ' Cn V -A • 1 • y _ •i l-�`� ._Tl. �. •�._'r\ �[_ .• �I�I l7 ' <_. -f`,. •\ _ �ti.ti _.,\`. .'�i - '•. ._ • , I s I v 1 V i 1 , O C 1 ' • O I� = 1 ll') O :CEILING PLAN NOTES jr I SYMBOL DESCRIPTION , !' V" I�;� C 'I �• A 1, C Tl lt, - ; i E r _ '! : ? `11r (: f: , `t i l :.1 , : H 'I �;• : - AY , . -� • \ � J r - '� Z.v % . I/f ��• \•-! ��L ;j 1cr � .�r ;1- -�� . r Ni_ :l f `�^' _... 'F;c ;� 'i =I:�, ��'• CAEr••, A`, 7 �5F LL 3 '..E Z Z l _1'; � __!,L'.' 1 •_ _I.,I`t' f;•� ... -. \.` �.:. ,. �. - lie. - 1 l: ,. IN .. `j`1 �l,r �� ;�'- ■�.. ;�� ''T -t�:f� �_ f.:`' "' h,. '+�I ,n `I7''I 't: C ►i A LL S� Y ,_ rC I H `1 �' r1 GJ G_Y i Tom. C +;•_' 1 C f ti l .''`Y �l r. \1• i.. .. � [ y N 1 +- '. .• i,V • _7 �L �, Iht C! b'j" 1 _G J• .., !'/ , <_�� f �: li _ f� L.. �_ _. til ��`:I -•' { �l \ N. ... � }, ... ... !�'.. �I' '� L�f_ >�l: i!:-� i.� 1 I {r r 1 • ``'' �jl t I i ' t�7L ,'�`_ ^.� fir^ ♦ ��1 l��rf 1 r�'' :? L Zn, r !�'` - 4A,.� .• ,+ '\ T-!_ • ..L I , BoVE 48 i 1 t t i 1 i k 1 I in'_q 1 f �• L— F I r 3 i x w- C N;!^ c\ draw ..a•• -f T JLAC &ACK BL ACK v�*I i{�QTE E CFA 277V (CU -N..SED LEAW BLACK 122v K GR/AP1CiE 277V CCAP LNUSED BEAD) cow cap E ap4TRI c mR Ste PRUVUE AN ADD! 110iAL UISV. 04ED WIRE FROP SAME ICIRCt,tIT SERVM FIXTI i?E Aft: ACT IT T7t LIME SIDE OF EWRGOCY &%.LAST. EMEk ,_;:_NCY LIGHTING FIXTURE WIRING DIAGRAM SUSPENDED CEILING WIRE ANCHOR TRACK TO WALL SUSPENDED CEILING FRAMED WALL � S I1S °ENDE�I�C ' tILINC TRACK D:_TA�! LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION , : __�`� N �v:r,.� .`'f��_�/r 'i ' �':� ._.: V�r i L <.Tl:' ; 7 '_ . ��� N Q to IN N i 3 '..E Z Z l _1'; � __!,L'.' 1 •_ _I.,I`t' f;•� ... -. \.` �.:. ,. �. - lie. - 1 l: ,. IN L . Q C ►i A LL S� Y ,_ rC I H `1 �' r1 GJ G_Y i Tom. C +;•_' 1 1' 1 0 . 'J _ _.i ,�, I• r 7Y A_ �M .�,_ `iF zz LLi ` F� 1 ot=a C lb :? L Zn, r !�'` - 4A,.� .• ,+ '\ T-!_ �- - N a > _ (f) I�i.f _f•. �� i's ^ [J ' �? � 1 yr C �! F ! V • Ala + `.,` n•_ — C �`k`'_ _ 'f I 'ice ..`{ -.Ii _.. {. `,a, �,�� >C�_�L,. �: •`1L :1 ••_ i I • y _ •i l-�`� ._Tl. �. •�._'r\ �[_ .• �I�I l7 ' <_. -f`,. •\ _ �ti.ti _.,\`. .'�i - '•. ._ • i Q • ... A_I ( C A. l: r �1'' .1; /`•�, �,:f r _ r• i O C 3 • O I� = _0 m ll') O • s � 4 Lai H o a V �'o � W cc W � U r CJ1 I I ' BoVE 48 i 1 t t i 1 i k 1 I in'_q 1 f �• L— F I r 3 i x w- C N;!^ c\ draw ..a•• -f T JLAC &ACK BL ACK v�*I i{�QTE E CFA 277V (CU -N..SED LEAW BLACK 122v K GR/AP1CiE 277V CCAP LNUSED BEAD) cow cap E ap4TRI c mR Ste PRUVUE AN ADD! 110iAL UISV. 04ED WIRE FROP SAME ICIRCt,tIT SERVM FIXTI i?E Aft: ACT IT T7t LIME SIDE OF EWRGOCY &%.LAST. EMEk ,_;:_NCY LIGHTING FIXTURE WIRING DIAGRAM SUSPENDED CEILING WIRE ANCHOR TRACK TO WALL SUSPENDED CEILING FRAMED WALL � S I1S °ENDE�I�C ' tILINC TRACK D:_TA�! ` WALL WASHER LIGH FIXTURE TYPE "A & Ai" O TYP!CAL INSTALLA `10N DETA'L CEILING INSTALLATION REQUIREMENTS • MINIMUM 2' WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL. MUST HAVE A 3/4' CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER To PREVENT THEIR SPREADING. • PERIMETER SUPPORT MARES MUST BE WITHIN 8' OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • COUNG AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR ROD BRACING. • COUNG AREAS OVER 2.500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS MATHOUT RIGID BRACING MUST HAVE 2' OVERSIZED TRIM RMdGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEIUNG PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRIICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SYSPENOEDED COUNG VIAL BE SUBJECT TO SPECIAL. INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL. SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL • SUSPENDED COUNGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO Ef1R'DKKME PER ASTM CM IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL MARES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SWILL BE SPUAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL A COMPRE3SM STRUT SHALL EXTEND FROM THE WAIN RUNNER AT THE ATTACHMENT OF THE MARES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGNNNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS N'NS•TALLED PER ASTM C636 AND MANUFARURES REOUIREMNETS. LIGHTWG FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE MARES. UGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE %IALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SWILL BE SUBMITTED TO SUBSTANTUTE THE SUSPENSION SYSTEM. MECHANIC& EQUIPMENT SWILL BE SUPPORTED INDEPENDENT OF THE CELM SUSPENSION SYSTEM. • PROVIDE SPECIAL INSPECTION PER ASIDE STANDARD 9.6.2.6 STEEL STUD COMPRESSION POST a/ L F w = R �/ E O U �/ I � R �a� M BY -r -- - l ; t i 12 H ANER WIRE Iff u O 00 110 f i f ` M • `i ; ' I I a' ' I ! _ - LOOP TFWRO" HANGER HOLk AI THREE TIGHT TURNS ' ( TOP TO 807TOM) - — J / I . • ! �1 O r `• # / r r I 7 1J1 / / Q r �• AV do VA Z I r . ♦� O I I CROSS TEE /r ' `• PER ASTM C635 _ ' / ' I CE]LNNG BEAM PER ASTM C635 /12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE REVIE VED FJ 1 1 4. ".� i� �, a r •l COD am+. 1 o o i 3 v• Oft T L, ti J. 8f C2t05S TEE ^- SfABLM BAR SYSTEM �KMP a E TER SPREADING APART • UWTAICH D WK.LS sus ✓ i- {\ Li r' V v J S C r L I ki (37 T L_ _ .~. 4`►'` l� G IV C f _ " t,A 4 9 m PEF A F Ct,% Cr, G C r i� Score: NONE LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION LAMP(S) REMARKS N :II N Q to IN N i IN L . Q C ` t f I_.. � 0 N zz LLi •V>' �> 1 ot=a C lb :? .r — - -- �' i f / Y • ': I4 C_LL. PAP .3'w ' �- - N a > _ (f) IN �3 V 1 � I' I i • i Q M N •— O C 3 • O I� = _0 m ll') O ul) 3 r I� Y° s m •-- .� I o Lai H o a V �'o � W cc W � U I =2 ` ' �. r ', �.:C `%^"- `. uj oc C� ■ W O i a 4 - _•— ; j -. . ; . W �i o 0 n I• Z t f { 'i. = i�.;Jk -- , - c h,I ^ - Vii. ^f•• - • i I Z sheet M! <1 � I 4 I , oz X. IC e � hO I G: ` WALL WASHER LIGH FIXTURE TYPE "A & Ai" O TYP!CAL INSTALLA `10N DETA'L CEILING INSTALLATION REQUIREMENTS • MINIMUM 2' WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL. MUST HAVE A 3/4' CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER To PREVENT THEIR SPREADING. • PERIMETER SUPPORT MARES MUST BE WITHIN 8' OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • COUNG AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR ROD BRACING. • COUNG AREAS OVER 2.500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS MATHOUT RIGID BRACING MUST HAVE 2' OVERSIZED TRIM RMdGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEIUNG PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRIICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SYSPENOEDED COUNG VIAL BE SUBJECT TO SPECIAL. INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL. SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL • SUSPENDED COUNGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO Ef1R'DKKME PER ASTM CM IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL MARES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SWILL BE SPUAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL A COMPRE3SM STRUT SHALL EXTEND FROM THE WAIN RUNNER AT THE ATTACHMENT OF THE MARES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGNNNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS N'NS•TALLED PER ASTM C636 AND MANUFARURES REOUIREMNETS. LIGHTWG FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE MARES. UGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE %IALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SWILL BE SUBMITTED TO SUBSTANTUTE THE SUSPENSION SYSTEM. MECHANIC& EQUIPMENT SWILL BE SUPPORTED INDEPENDENT OF THE CELM SUSPENSION SYSTEM. • PROVIDE SPECIAL INSPECTION PER ASIDE STANDARD 9.6.2.6 STEEL STUD COMPRESSION POST a/ L F w = R �/ E O U �/ I � R �a� M BY -r -- - l ; t i 12 H ANER WIRE Iff u O 00 110 f i f ` M • `i ; ' I I a' ' I ! _ - LOOP TFWRO" HANGER HOLk AI THREE TIGHT TURNS ' ( TOP TO 807TOM) - — J / I . • ! �1 O r `• # / r r I 7 1J1 / / Q r �• AV do VA Z I r . ♦� O I I CROSS TEE /r ' `• PER ASTM C635 _ ' / ' I CE]LNNG BEAM PER ASTM C635 /12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE REVIE VED FJ 1 1 4. ".� i� �, a r •l COD am+. 1 o o i 3 v• Oft T L, ti J. 8f C2t05S TEE ^- SfABLM BAR SYSTEM �KMP a E TER SPREADING APART • UWTAICH D WK.LS sus ✓ i- {\ Li r' V v J S C r L I ki (37 T L_ _ .~. 4`►'` l� G IV C f _ " t,A 4 9 m PEF A F Ct,% Cr, G C r i� Score: NONE o M 'n 0 00 r , r cG o M 'n 0 00 cG N :II N Q to IN N i IN C 0 N zz LLi •V>' �> ot=a C �- - N a > _ (f) IN �3 V ar • i Q M N •— O C 3 • O I� = _0 m ll') O ul) 3 r I� Y° s m •-- .� I o Lai H o a V �'o � W cc W � U W uj oc C� ■ W O a = W �i o 0 n I• Z t f >- Z sheet M! <1 o M 'n 0 00 N :II to IN IN C N C �- - N IN U V O o M 'n 0 00 N :II to IN IN N W �- - N IN U � O • i Q • 3 Lai H Q Q � W ■ LiJ O a = W �i o 0 n .j Z t 0 Z sheet M! <1 14S �-� I tu > t .................. . . . L III h \ r� NC 1 OROWX • = W 'E . MEN I OR PER, 'E%wl 1. 9 00F MA72 G4 TWO i-W :WT'S TC BE "S jWWR n, 1 1110MVIEVEWS NOTE: ALL ELECTRICAL WORK TO BE COMPLETED BY TENANT G.C. UNLESS NOTED OTHERWISE. NOTE ALLr r lNA` F! -ECTRICAL CONNECTIONS A CASHDESK, CLASS D!SF .AY, REr R!CERATOR Uti,TS AND PER'4IETER CONV`NIEtiT Ou it S T O BE MADE BY E_EC'T2;CAL CONTRACTOR AFTER FiNk INSTAL T!ON Or D:SFLA FIXTURES. Gc!�ERA� ATE: ALL rN& EQUIPMENT ELECTRICAL 0%,;TL I LOW- KAS TO BE CONE RYIED WP 14 RIVAL FI XTURE FILM (PRMDED 9" TE1W1NT) & MA N ROLLO --OVER JA LINE - TWOESETS LIN OF JACKS - ONE SET FOR DESK PHONE, ONE SET FOR CORDLESS PHONE A (2) DATA LINES I 1► (1) SERVER (PHONE) LINE ON (1) QU CONVENIENCE OUTLET ONE (1) QUAD. DEDICATED OUTLETS (PRINT SERVER, REGISTER, SCANNER) +� LIGHTING S WITCHBANK (4) SWITCH MAX rn SWITCHBANK INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS 6" RETURN WORKSTATION POWER (1) DUAL PHONE JACK (MAIN TEL. LINE do MAIN ROLL -OVER LINE) (2) DATA LINES (4 CREDIT CARD LINE F gq�l l ONE (1) QUAD. CONVENIENCE OUTLET � "�,' RE IGISTER�() U D EDIC ATED OUTLETS PS) B - WORKSTATION 2 INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS DE VICE LOCATION DIAGRAM N.T.S. (1) DUAL PHONE JACK (MAIN TEL. LINE �! do MAIN ROLL -OVER LINE) (� (2) DATA LINES DUPLICATE CREDIT CARD LINE ONE (1) DUPLEX CONVENIENCE OUTLET ONE (1) DUPLEX DEDICATED OUTLETS ' (REGISTER) r2 C - WORKSTATION 3 INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS i I I IT � ! IN SLAB CONDUIT AS DOTED SEE IIII POWER PLAN FOR EXACT' LOCATION ITT IIII � III I �I,III I rt ,5 18 ,3 7 W.._ RUN REQUIRED CONDUIT IN KICK I BASE OF CABINETS, FIXTURE INSTALLER TO CUT ACCESS PANELS � I AND REQUIRED GROMMET HOLES AT SEE ELECTRICAL EACH WORKSTATION C PANEL SCHEDULE % FOR SWITCHED CIRCUITS -{�}► N II I CASH An N CODE' LLJ 04 uj \ ; WS -3 V WS _ 1 I 14 �. II � — 2 14 2 \ I 1 z R 13 CASH DESK WORKSTATION POWER W.T S. DE VICE LOCATION DIAGRAM n9s WE tiE_r% c O w CL m z cn z -- O c: • ul m i o a U = Z7 C � U LAJ W W CL W CD v � N z Q Q t W v , -- Z <C ok 3: w � U O V V) c:) r M 00 N r N M i0 N Ltd < . W H- - N N IU � �O CL; W 3 Lai W' ~ �rw Q W O W W I W 3 CL a W In CL, I Y W v � Q U J Z Q ,� ► J t I See* f Q E �t • 0 ELECTRICAL NOTES DUPLEX OUTLET (COLOR WHITE) - GROUNDED. SALES AREA (30" WHIP WITH DUPLEX 1 OUTLET BOX TERMINATION REQUIRED) OUTLETS MOUNTED IN 4" H. CAB. MOUNTED HORIZ IN BASE AT A LATER DATE. a PROVIDE SEPARATE DEDICATED CIRCUIT (IG.) FOR REGISTERS. QUAD OUTLETS AT WS -1, WS -2 O AT WS -3 PROVIDE STOREFRONT SIGN -J -BOX WITH (1) 20A. CIRCUITS ABOVE FIN. CEILING FOR ILLUMINATED SIGNS. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY HOLES, AND CONDUITS TO FEED WIRES THRU STOREFRONT WALLS. COORDINATE D CUTOUTS EXACT LOCATION WITH SIGN CO. AND MAKE ALL TERMINATIONS AND FINAL CONNECTIONS TO SIGN AND TIME CLOCK, AS REQUIRED TO COMPLETE THE INSTALLATION. DEDICATED DUPLEX OUTLET FOR ALARM PANEL MOUNTED AT 96 A.F.F. ON SECURITY L _.J PANEL. SEE DTI.. 4 SHT E3 4A KEY PAD LOCATED AT STOREFRONT. COORDINATE EXACT LOCATION WITH SECURITY VENDOR AND TENANT REPRESENTATIVE. El LOCATION PROVIDE 120 VOLT STUB -UP TO SENSORMATIC PEDESTAL COORDMNTE EXACT AND REQMT'S. WITH SENSORMATIC VENDOR AND TENANT REPRESENTATIVE PRIOR TO -N. PROVIDE (3) 3/4' CONDUITS FOR POWER AND TELEPHONE, AND (1) 2 CONDUIT FOR DATA, PROVIDE PULL WARES. EXTEND CONDUITS TO THE TELEPHONE BACK BOARD AND ELECTRICAL PANELS AS REQUIRED. FLOOR STUB -UP 0 C/W LOCATION. ALL DATA AND COM. PULLS BY TENANT VENDOR 6A PROVIDE / CONTINUE (2) 3/4" CONDUITS WITH PULL WIRES I FOR POWER & 1 FOR TELE. (FUTURE USE) ALL DATA AND COY. PULLS BY TENANT VENDOR F COMPUTER DEDICATED OUTLET WITHIN CABINET (QUAD) PROVIDE THE FOLLOWING FOR: F81 SEE WORKSTATION DETAIL / ELEVATIONS THIS DING. FOR REQUIREMENTS �9 DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING OF SHOW WINDOW. HOLD 6' OFF GLASS MAX. PHONE JACK ( RJ 31 X ) AND OUTLET FOR SECURITY AND FIRE ALARM SYSTEMS 0 WHERE REQUIRED VERIFY QLWMES AND LOCATION. CONNECT TO TELEPFXf LINE 11 OUTLET AT 96' A.F.F. (FOR STEREO SYSTEM) 2 CONVENIENCE OUTLET 13 TELEPHONE JACK (RJ -14) MOUNTED WITHIN COMPUTER CABINET 14 PROVIDE Q11110 CONVENIENCE OUTLETS 0 WS -I. INS -2 & DUPED( OUTLET AT WS -3 15 PROVIDE UNDER COUNTER TEL JACK. (HOME -RUN) FOR FAX MACHINE AT FAX STATION 16 SALES AREA LOIT SwrrD*:S MOUNTED ON FACE OF 6 RETURN OF C/w COUNTER WK TO CONTACTORS (VERIFY LOCATION W/ TENANT PRQJ. MGR.) THERMOSTAT WITH CLEAR LOCK BOX MOUNTED 0 V -6' A.F.F. OYNELCO LIGHTSTAT 17 MODE, TMC W/KEY LOCK COVER SEE MECHANICAL. DRAIwMIGS FOR ADDITIONAL INFORMATION 18 PROVIDE REGULAR POWER QUAD OUTLET UNDER COUNTER AT FAX STATION. C ABOVE BTM BASE_ 19 PROVIDE DCTERIOR PUSH- BUTTON FOR LOW VOLTAGE BUZZER Q PROVIDE CEN.NG MTD. BUZZER AT VICINITY OF BACK ROOM DOOR N THE BACK ROOM AREA PROVIDE FLUSH MOLM SIGN OUTLET FOR SHOW WIVOW SIGN BOx. a El ECTRICAL JUNCTION BOX LOCATED ABOVE ACOUSTICJIL TLE CUJ>AIG AT CASH/WRAP AREA FOR FUTURE SECURITY CAMERA 23 J-80X FOR FIARaW RED LLUmmTED GLASS CASE DtSPIJ1Y CONVECT TU SWITCH AT CASH DESK LOCATION 24 NEW 1900 J-aODX UNDER GLAND UNIT. TRENCH SLAB AS REQUIRED TO LOCJITIOOL PROVIDE CONDUIT AND PULL WW_ USED ONLY FOR COSIETIC GLAND ONLY J -erns FOR WDWMED LLLa rI1TED CASH DESK LOGO CONNECT TO SWITCH AT CASH DESK LOCATIN NOTE ALLr r lNA` F! -ECTRICAL CONNECTIONS A CASHDESK, CLASS D!SF .AY, REr R!CERATOR Uti,TS AND PER'4IETER CONV`NIEtiT Ou it S T O BE MADE BY E_EC'T2;CAL CONTRACTOR AFTER FiNk INSTAL T!ON Or D:SFLA FIXTURES. Gc!�ERA� ATE: ALL rN& EQUIPMENT ELECTRICAL 0%,;TL I LOW- KAS TO BE CONE RYIED WP 14 RIVAL FI XTURE FILM (PRMDED 9" TE1W1NT) & MA N ROLLO --OVER JA LINE - TWOESETS LIN OF JACKS - ONE SET FOR DESK PHONE, ONE SET FOR CORDLESS PHONE A (2) DATA LINES I 1► (1) SERVER (PHONE) LINE ON (1) QU CONVENIENCE OUTLET ONE (1) QUAD. DEDICATED OUTLETS (PRINT SERVER, REGISTER, SCANNER) +� LIGHTING S WITCHBANK (4) SWITCH MAX rn SWITCHBANK INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS 6" RETURN WORKSTATION POWER (1) DUAL PHONE JACK (MAIN TEL. LINE do MAIN ROLL -OVER LINE) (2) DATA LINES (4 CREDIT CARD LINE F gq�l l ONE (1) QUAD. CONVENIENCE OUTLET � "�,' RE IGISTER�() U D EDIC ATED OUTLETS PS) B - WORKSTATION 2 INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS DE VICE LOCATION DIAGRAM N.T.S. (1) DUAL PHONE JACK (MAIN TEL. LINE �! do MAIN ROLL -OVER LINE) (� (2) DATA LINES DUPLICATE CREDIT CARD LINE ONE (1) DUPLEX CONVENIENCE OUTLET ONE (1) DUPLEX DEDICATED OUTLETS ' (REGISTER) r2 C - WORKSTATION 3 INSTALL OUTLETS WITH 2" CLEARANCE BETWEEN PLATES AND INSIDE PANELS FOR PLUGGING IN OF EQUIPMENT TRANSFORMERS i I I IT � ! IN SLAB CONDUIT AS DOTED SEE IIII POWER PLAN FOR EXACT' LOCATION ITT IIII � III I �I,III I rt ,5 18 ,3 7 W.._ RUN REQUIRED CONDUIT IN KICK I BASE OF CABINETS, FIXTURE INSTALLER TO CUT ACCESS PANELS � I AND REQUIRED GROMMET HOLES AT SEE ELECTRICAL EACH WORKSTATION C PANEL SCHEDULE % FOR SWITCHED CIRCUITS -{�}► N II I CASH An N CODE' LLJ 04 uj \ ; WS -3 V WS _ 1 I 14 �. II � — 2 14 2 \ I 1 z R 13 CASH DESK WORKSTATION POWER W.T S. DE VICE LOCATION DIAGRAM n9s WE tiE_r% c O w CL m z cn z -- O c: • ul m i o a U = Z7 C � U LAJ W W CL W CD v � N z Q Q t W v , -- Z <C ok 3: w � U O V V) c:) r M 00 N r N M i0 N Ltd < . W H- - N N IU � �O CL; W 3 Lai W' ~ �rw Q W O W W I W 3 CL a W In CL, I Y W v � Q U J Z Q ,� ► J t I See* f Q E �t • 0 MUSIC DUPLEX COMMON �y r•. 1� �1 r MUSIC ALARM DEDICATED TFLE SHELF PANEL n JACK FOR A!.,ARM + 7 1 -0' A.F.F. 00 [�� O PANEL L -- -ALARM DUPLEX DEDICATED 20 AMP O 0 O 0 TO CAT5 JACKS CAT5 (CASH WRAP, ETC.) PATCH --TO TELCO JACKS PANEL TELCO LEC (CASH WRAP, ETC.) (H =10 ", PATCH DMARC W =3.5 ", PANEL I H =10 " , D =2.5" W =3.5 , D=2.5" TO LEC POTS JACK D =2.5 ") FACILITIES (H= 2.5 ",W =2.5" NETWORK EQUIPMENT RACK (H =20 ". ISDN BR K 1 W =18 ", JAC D =7.5 ") (H= 2.5 ",W =2.5 00 O O DATA QUAD DEDICATED FRAME (56K) JACK 20 AMP (H =4.5 ", W =10 ", (H =6', W=4 00 � 3�4" TELEPHONE /SECURITY PANEL N.T.S. PANELBOARD A 208 YR29V 3PN- 4W WRH EQUIPMENT GROUNDING BUS REM CIRC NO TRIP AMPS NO POLE LOAD 720 STOREFRONT DOWNLIGHT 7 20 1 20 1 EXIT LTS ��� STOREFRONT DOWNLIGHT 7?0 3 20 1 EMERGJNITE LTS 252 5 20 1 SALES LTS 20 20 20 7 20 1 SALES LTS 537 9 20 1 SALES LTS SPARE 11 20 1 SALES LTS 1 1 13 20 1 WALL WASHERS 3.1 15 20 1 WALL WASHERS 196 17 20 1 DOWN LIGHTS MICROWAVE OVEN 19 20 1 STOCKROOM LTS SPARE 21 20 1 DISPLAY CASE Lr- 4TS 30 32 23 20 1 SPARE 4200 25 20 1 SPARE TC 27 20 1 STORE SIGN TC 29 20 1 STORE SIGN TC 31 20 1 STORE SIGN 17 33 20 1 SPARE 35 20 1 SPARE HACR 37 39 41 50 3 RTU-1 MAINS: 400 AMP LOCATION: STOCKROOM 400 A MCS MOUNTING: SURFACE TYPE: NEMA 1 LOAD/PHASE A A B C LOAD NO FS TRIP CIRC NO REM 720 STOREFRONT DOWNLIGHT 7 20 1 1 20 20 2 4 RECEPTACLES ��� STOREFRONT DOWNLIGHT 7?0 SPARE 1 1 1 20 20 20 6 8 10 252 ism SPARE 0 SPARE 0 1 SPARE 1 1 1 20 20 20 12 14 16 159 TOTAL COIN ECTED AMPS HAcFt-- HACR RATED SPARE 537 iwd SPARE 4 UGH'NG SPARE 1 20 18 SHOMV r►'•0Ow 1 1 SPARE 1 1 20 20 20 22 3.1 31 al REFRIGERATOR N SPARE 196 SPARE 1 1 1 20 20 20 24 26 28 MICROWAVE OVEN SECURITY CAMERA SPARE 20 10 SPARE � y 1 SPARE 1 3 3 20 150 50 30 32 t PANEL B 34 36 38 4200 42W RTU-2 40 42 CONNECTED kVA OEMANDAMPS TRIP AMPS PANEL BALANCE CAL+CLS.A110MS C4 CONTACTOR CONTROLLED L*HTNG 123 12-334 19.4 TOTAL WA Uv use Ai-_ 161 AMPS TCs TIE CLOCK CONTROLLED RECEPTACLES 5.4 5.4 15.0 1 5 T OTAL %VA (prise BF 162 AMPS LDR LOCK-4011% OEVICE MOTOR 252 25270 18.3 T kVA (g* Ck 152 AMPS Silly SWITqIIIII1G DUTY RATED OTHER 10.8 10-830.0 159 TOTAL COIN ECTED AMPS HAcFt-- HACR RATED TOT AL FEEDER AWACffY 537 53.7 149 20 4 UGH'NG LD 5 3289 1 REFRIGERATOR SHOMV r►'•0Ow 1 1 17.6 322 6 8 IG IG LARGEST WTQ 3.1 31 al REFRIGERATOR N PANEL DER ANNA =Y 196 9 L C EV .. .� ` - - /�. 4 r G I •. _ �, Elf` F /► ` ' V DUCT HOUSING AND BASE WITH PHOTOELECTRIC DETECTOR SIMPLEX #2098 --9201 CEILING MOUNTED INDICATING LAMP COORDINATE EXACT LOCATION WITH OWNER 120/24 V. TRANSFORMER LOCATED IN DETECTOR HOUSING. 1/2 CONDUIT. (NUMBER OF WIRES ACCORDING TO MANUFACTURER) T NOTE: ELECTRICAL CONTRACTOR SHALL COORDINATE A/C SHUT DOWN WITH MECHANICAL CONTRACTOR. PROVIDE CONDUIT AND WIRING TO INTERCONNECT ALL DUCT DETECTORS SO IF ANY ONE IS SET OFF, ALL WILL ACTIVATE UNIT SHUTDOWN. DUCT DETECTOR DETAIL N.T.S. PANELBOARD B MAINS: 225 AMP LOCATION: STOCKROOM 2018 Y1120V 3PH- 4W 225 A MILO MOUNTING: SURFACE WITH EQUIPMENT GROUNDING BUS TYPE: NEMA 1 REM CIRC NO TRIP AMPS NO POLE LOAD LOAD/PHASE A LOAD NO S TRIP PS CIRC NO REM A B C LD 1 20 1 REFRIGERATOR O V) RECEPTACLES 1 20 2 p LD 3 20 1 REFRIGERATOR CASH REGISTER 1 20 4 IG LD 5 20 1 REFRIGERATOR CASH REGISTER CASH REGISTER 1 1 20 20 6 8 IG IG LD 7 20 1 REFRIGERATOR N 15W 9 20 1 MICROWAVE OVEN SECURITY CAMERA 1 20 10 LD � y 11 20 1 WATER HEATER COMPUTER DOOR SECURITY 1 1 20 20 12 14 LD LD W LD 13 20 1 WATER COOLER 15 20 1 ROOF RECEPTACLES ALARM PANEL 1 20 16 LD 17 20 1 RECEPTACLES TELEPHONE STEREO 1 1 20 20 18 20 LD 19 20 1 SPARE 0 21 20 1 SPARE RECEPTACLES 1 20 22 23 20 1 SPARE SPARE SPACE AND BUS 1 20 24 26 25 SPACE AND BUS o 27 SPACE AND BUS SPACE AND BUS 28 29 SPACE AND BUS SPACE AND BUS SPACE AND BUS 3D 32 31 SPACE AND BUS 33 SPACE AND BUS SPACE AND BUS 34 35 SPACE AND BUS SPACE AND BUS SPACE AND BUS 36 38 37 SPACE AND BUS 39 SPACE AND BUS SPACE AND BUS 40 41 SPACE AND BUS SPACE AND BUS 42 5600 C l IIECTED kVA OEMAMANIPS PANEL BALANCE CALrCULATKM IGa ISOLATED GROUND WNTING 0.0 0.0 0.0 5.6 TOTAL kvA (p+ A)- 46.7 ANDS TC-- TAE CLOCK RECEPTACLES 5.4 5.415.0 5.4 TOTAL kvA iphise BIR 44.8 AMPS "..D= LOCK-ON DEVICE MOTOR 0.0 0-00.0 52 TOTAL "m wme CIF 43.5 ANDS SWD= S KrCMING DUTY RATED OTHM 102 10-830.0 45.0 TOTAL CONNECTED AMPS MACR-_ HACK RATED TOTAL 162 16245.0 1 AMPAiC>1TY ADJUSIIIIIIIIIIIIIIENIS L K04TIMG 0-00.0 SHOW NIfiOOw 11632-2 LARGEST MTR SA 0 PAIN FEEDER AANVW:F Y 7" F-T I �. Ins sum Oa �a mIIIIIIIr RISER L NO SCALE r ELECTRICAL NOTES AND SPECIFICATIONS S' ' & 1 ENTIRE INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE AND ALL LOCAL ORDINANCES HAVING JURISDICTION AND MALL GENERAL STANDARDS AND SPECIFICATIONS. 2• MINIMUM SIZE FOR ALL OUTLET BOXES SHALL BE 4 3. MINIMUM WIRE SIZE SHALL BE NO.12 AWG. ONLY COPPER CONDUCTORS ARE PERMITTED. 4. PROVIDE IDENTIFICATION OF ALL BRANCH CIRCUITS ON A TYPEWRITTEN DIRECTORY CARD, PERMANENTLY AFFIXED TO THE DOOR OF EACH LIGHTING AND DISTRIBUTION PANEL. 5. ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE HIGH POWER FACTOR BALLASTS. 1, ALL MATERIALS SHALL BE NEW EXCEPT WHERE OTHERWISE NOTED AND SHALL BEAR UNDERWRITERS AND UNION LABELS WHERE SUCH LABELING APPLIES. 2' ALL MATERIALS AND INSTALLATION SHALL BE IN FULL CONFORMANCE TO LANDLORD'S GENERAL DESIGN SPECIFICATIONS AND STANDARDS. 3. TIME SWITCHES SHALL BE PARAGON, POLES AND RATINGS AS REQUIRED. 4. CONDUIT SHALL BE GALVANIZED STEEL OR RIGID HEAVY WALL UNDERSLAB; ABOVE SLAB CONDUIT SHALL BE ELECTRIC - METALLIC TUBING WITH SET SCREW FITTINGS. FLEXIBLE CONDUIT MAY BE USED IF APPROVED BY APPLICABLE CODE AND LANDLORD SPECIFICATION. 5. EXCEPT WHERE OTHERWISE INDICATED, WIRE SHALL BE COPPER WITH 600 VOLT INSULATION, TYPE THWN, FOR BRANCH CIRCUITS; TYPE THW FOR SIZES NOA OR LARGER. 6. OUTLET BOXES SHALL BE PRESSED GALVANIZED STEEL. 7• NYLON DRAG WIRES SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 8. WIRING DEVICES SHALL BE AS FOLLOWS: LIGHT SWITCHES -20 AMP, HUBBEL 1221; DUPLEX RECEPTACLES -15 AMP, HUBBEL 52 -52; SOCKETS TO BE WHITE BAKELITE, DEVICE PLATES TO BE WHITE, UNLESS INDICATED OTHERWISE ON PLAN. 9• MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE (1) YEAR FROM DATE OF OWNER ACCEPTANCE, AND BE REPLACED, IF REQUIRED, AT NO EXPENSE TO OWNER, DURING IST YEAR. 1 • ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND BALANCED ACROSS ALL THREE PHASES. 2 • ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL OWNER ACCEPTANCE. 3. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THER - BY. 4. ALL REQUIRED INSURANCE'S SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE PROJECT WORK. 1 . ALL LIGHTING FIXTURES SHALL BE WIRED AS PER ARTICLE 410 OF THE NATIONAL ELECTRIC CODE. 2 . BOND WIRE SHALL BE IN ALL FEEDER CONDUITS WHERE REQUIRED BY CODE. 3. GROUNDING TYPE BUSHINGS SHALL BE USED AS REQUIRED BY CODE. 4. SIGN CONTRACTOR SHALL INSTALL ALL SIGNS. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL HOOK -UP OF SIGNS (FROM SIGN TO JUNCTION BOX). SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OPERATION OF SIGNS, AFTER FINAL HOOK -UP BY ELECTRICIAN. 5• FUSES SHALL BE FUSETRON TYPE. 6. INSTALL "LOCK -DOGS" ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING, EXIT LIGHTS, AND CASH REGISTERS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. 7• ELECTRICAL CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO SUBMISSION OF BID. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND BE INCLUDED IN FINAL BID. NOTE TO CONTRACTOR THE ULTRA POST PRIMARY AND SECONDARY HAS A DETECTION OF 6FT MAX. CENTER TO CENTER. MAKE SURE THE CONDUIT FOR THE POWER AND LOW VOLTAGE IS NO MORE THAN 6FT. APART. LEAVE ENOUGH ROOM FOR THE ANCHORS WHEN SENSORMATIC INSTALLS THE PEDESTALS (APPROXIMATELY 2" FROM THE CONDUIT TO THE EDGE OF THE MAT). WE CAN NOT DRILL THROUGH THE MAT. CONTRACTOR MAY HAVE TO CUT THE MAT DOWN A FEW INCHES. 4m nor► ELECTRICAL SYMBOL LEGEND C7 ELECTRICAL PANELBOARD d DUPLEX CONVENIENCE OUTLET :6 DOUBLE- DUPLEX CONVENIENCE OUTLET d) SIMPLEX OUTLET 12" A.F.F., NEMA 5- -20R, HUBBELL NO. 5361 FOR REFRIGERATORS m ELECTRICAL JUNCTION BOX ELECTRICAL DISCONNECT SWITCH (FUSED OR WP WHERE INDICATED) ELECTRIC MOTOR TELEPHONE OUTLET DATA LINE I' 1 BUZZER AND LOW- VOLTAGE TRANSFORMER [•] PUSHBUTTON STATION 48 "AFF UNLESS NOTED OTHERWISE o THERMOSTAT MOUNTED AT 5' -6" AFF ® DUPLEX CEILING OUTLET SINGLE -POLE TOGGLE SWITCH 48 "AFF UNLESS NOTED OTHERWISE CIRCUIT DESIGNATIONS AS INDICATED BY LETTER $ DOUBLE -POLE TOGGLE SWITCH, HUBBELL HBL1202 (OR EQUAL) SEE PLAN FOR MOUNTING INSTRUCTIONS. CONDUIT HOME --RUN TO PANELBOARD (NUMBER OF WIRES INDICATED IF MORE THAN 2) T --- TELEPHONE CONDUIT WITH DRAG WIRE (3/4" MINIMUM UNLESS NOTED OTHERWISE) T D DUCT MOUNTED SMOKE DETECTOR © LIGHTING CONTACTOR �S OCCUPANCY SENSOR, WATT - STOPPER MODEL W500A WP WEATHER -PROOF DEVICE V.L. VERIFY LOCATION C.O. CONDUIT ONLY NIL NIGHT LIGHT I.G. ISOLATED GROUND NOTE: LANDLORD G.C. TO DO ALL CONNECTION / TERMINATION FOR ALL TELEPHONE JACKS. TELEPHONE COMPANY BRINGS LINE TO TELEPHONE BOARD IN TENANT SPACE. IT IS THE RESPONSIBILITY OF THE TENANT G.C. TO COMPLETE INSTALLATION OF TELEPHONE LINES JACKS, AND PHONES FROM TEL. BOARD IN TENANT SPACE TO POINT OF TERMINATION. RE'vIEVYED F COLT rCtAPZI 0.4 � , 7 ''rllF OUTSIDE TENANT SPACE 9 1 # 1 /OG-2WC TO SIGN04GE CICT'S. /_u"r as mat � I i PNL A 2oeY/1 2w 3s-4w SE X1/0 GM � ! /0+1#4G-2 PNl 8 2M/12W 3s-4w 225A KILO RC W . Cv- �L U now- I I m 7 O W AY OId f w C O . is i w '> � C.) O V) o z Q Z. p I I 1> d Q -- O C O r-, C 3 m 0 o o . 0 a• �O v r-- , O J Lrj c� CL: fir w a� W n V �+ � Ci Z N J Z sees 1 � y z m C) LL' Z - W V) -.to'' 1 I Z �L U now- H W AY OId f w is i r W' C.) 'O o 0 Z. p • d Q W U J w J Cn j fw • J OId f w is i r W' C.) 'O o w Z. 4 • d Q W J w J W j fw Lrj � S CL: fir I CL W E3 Z N J Z sees 1 M In to N to M O N 04 to Im .Q 3 n � J U � m tA I J a � M IE3*0 --� z