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Home My WebLink AboutPermit D05-228 - ULTA - TENANT IMPROVEMENTULTA 17320 SOUTHCENTER PY DOS -228 Z' 6 JU 0 c NO W =. O W L< (o a I- _ Z F_ O z I' p o, l_ ur „ 1.. 1L-: O Z_ U w; H H O Z City oY Tukwila Department of Coin tunity Development 6300 Southcenter Boulevard, Suite #100 TukNvila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 2623049079 Address: 17320 SOUTHCENTER PY TUKW Suite No: Tenant: Name: ULTA Address: 17320 SOUTHCENTER PY, TUKWILA WA Owner: Name: MBK NORTHWEST DEPT 436 Address: P 0 BOX 34935, SEATTLE WA Contact Person: Fill 0 c.y. Name: ROSANNO DE LEOS Address: 1550 N NORTHWEST HY, PARK RIDGE IL Contractor: Non - Profit: N Name: JAMES E JOHN CONST CO INC Address: 1701 SE COLUMBIA RIVER DR, VANCOUVER WA Contractor License No: JAMESE3173MM Permit Number: Issue Date: Permit Expires On: Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -228 08/10/2005 02/06/2006 Phone: 847 - 298 -6900 Phone: 360 - 696-0837 Expiration Date: 10 /22/2005 DESCRIPTION OF WORK: TENANT IMPROVEMENT - FINISH FOR RETAIL COSMETIC STORE WITH SALON SERVICES. Value of Construction: $400,000.00 Fees Collected: $5,722.57 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2003 Type of Construction: IIB Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Z �Z �w 0 0 N o CO) J �.. CO LL w O U- 4 to D = z t— O Z H U O— � i— w U' LL w Z U= O Z doc: IBC- Permit D05 -228 Printed: 08 -10 -2005 City of Tukwila Steven M. Millet, Mayor Department of Community Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steve Lancaster, Director Permit Number DOS -228 Issue Date: 08/10/2005 Permit Expires On: 02/06/2006 Permit Center Authorized Signature: Date: J ed l b I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this per irdoes not, sume ive authority to violate or cancel the provisions of any other state or local laws regulating constru t`the p man ork. I am authorized to sign and obtain this development permit. Signature: Date: S. 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. doc: IBC - Permit D05 -228 Printed: 08 -10 -2005 Z . Z, �aa W JU UO N w= C0 u. W O. LL ¢ CO)C = �w Z F O w ~ w 2 5 D j3: O� WW H H LL 111 Z U= O Z City of Tukwila 198 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049079 Permit Number: DOS -228 Address: 17320 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 07/06/2005 Tenant: UL TA Issue Date: 08/10/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 14: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in doc: Conditions D05 -228 Printed: 08 -10 -2005 ,v. >. � t .. k1<.....!,:».:', u.; t'., wi«-..: : w:<=;. 1: s1., � :.�.1;�a+i`r'nu.k: `wee- i.�+drK� } bxe�w:•ieyil'�E 7i�� `` ^J'}�i�� s«;:�%k.++kv+,tw"ta:W d �' 'K"uaR�:;r FMS': 1" � •., : is+: J,r.:+it "w',.;�'%:?r�ljC't5'' 'iw::Gi�'tx�� ,�.i±�s.:3si::�L z Z �w aa J0 UO N co W J = H N LL w 0 �J U_ U =w z� F- O z 11- w UO O N D t— LU LU U. 0 w z U CO O z 1 Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not Z been resolved. z 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any �w 2 requirements for special inspection. 0 0 16: All wood to remain in placed concrete shall be treated wood. w w J F, 17: Masonry construction shall be special inspected. CO w w 18: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and U. Q calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State co d of Washington. _ ? iF- 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building z p inspector. No exception. w w 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of v co Public Health - Seattle and King County (206/296- 4932). 21: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department UJ v of Labor and Industries (206/248- 6630). LL 0 _ 22: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, v cn any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits _. O ~ presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila Z shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 27: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 28: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the doc: Conditions D05 -228 Printed: 08 -10 -2005 i ti wtiu w City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 29: ** *MEANS OF EGRESS * ** - IFC Chapter 10 z z 30: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. v UO 31: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CO W (IFC 1008.1.8.3 subsection 2.2) � H 32: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle CO U_ O is engaged from inside the tenant space. (IFC Chapter 10) J 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) U) a 34: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress Z Z H travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress O travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access W H corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the g j nearest visible exit sign. (IFC 1011.1) v o N. O 35: 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 = w provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) rr' �v-- LL-O 36: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means W co U 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 z than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 37: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 38: Maintain sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 39: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 40: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 41: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 42: Maintain fire alarm system audible /visual notification. Addition/ relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 43: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Conditions D05 -228 Printed: 08 -10 -2005 Cit y of Tukwila 1906 i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 104.2) 44: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 46: ** *ELECTRICAL * ** - IFC - NFPA 70 - NEC 47: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 48: ** *BUILDING CONSTRUCTION * ** - IFC - IBC 49: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 50: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 51: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 52: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 53: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 54: PRIOR TO FINAL PROJECT SIGN -OFF APPLICANT SHALL INSTALL REQUIRED REDUCED PRESSURE PRINCIPLE ASSY, AND UPGRATE /MODIFIFY THE EXISTING FIRE DEPARTMENT CONNECTION AND LANDSCAPE IRRIGATION as agreed with Mr Jim Morrow, P.E., Public Works Director. Refer to July 20, 2005 Kimco Realty letter which is attached as part of this permit approval. * *continued on next page ** Z g lZ '~ W � D UO rn o W J � Co LL W O �Q N� 2 �W Z F-. H O w 5. U� �O co 01 W LL O: ..z w U= O Z doc: Conditions D05 -228 Printed: 08 -10 -2005 f City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D05 -228 Printed: 08 -10 -2005 CITY OF TUKWILA _ Community Development Department Public Works Department Permit Center ' 906 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 ** SIT SL AT10N King Co Assessor's Tax No.: Site Address: O hM �S0Utl�t S tMlll,� s �� Suite Number: Floor: Tenant Name: LJLB New Tenant: ®..... Yes ❑ ..No t; Property Owners Name: k i MP.b 9 i t".OKP L't?.�O1O W,4 Mailing Address: 'D 51 }�1V t City State Zip [ ICONTAt YPERSON 4. :.. ..: li Name:- Z Name: ZQMwo ( S Day Telephone: • V I v 0 Mailing Address: ��J0 t N�ft � '�{ {�'17i� �e 1), 6GO6k City State Zip E -Mail Address r �eieos e�6ti�ryla ada�us " iM Fax Number: � 7� Zq& 7010 GENERAL. CONTRACTOR INFORMATION - (Mechanical Contractor information on. back page) Company Name: 7 V Mailing Address: City State 'Lip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF; RECORD All plans must be wet stamped by Architect of Record . Company Name: W 1PMAWADA S Mailing Address: PY6 W. Nb g s - r waawm [tgK 6E ) L �OCC/ City State Zip Contact Person: LOSAI O 1i LE-US Day Telephone: (K4 2W - 00 �M, 2 E -Mail Address: HP IQ.050 01111 WaIL00.MC < QSrM Fax Number: (947 ! Z* - - 761 h .ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: V CLMS lv " l4A14 INC • Mailing Address: 49101 NOOfi M IUNAt1 GE AVE MILL L City State Zip Contact Person:_ Day Telephone: 1K�7� q 6& - OW E - Mail Address: Otr .3 �1 hpi- DQ Fax Number: COP) 0�6 - W4 \permits plusUce changes \permit application (7 -2004) Page 1 ��,�:� .. � .,. e) •.+:..,.. ..nurua. - ,. iru" iSK�xw �4ax4.�. +i},uii �.?:kb'�} 1ar2$`>Iec+ ,: �x:k:3&i:xttu `S ty�'; ;' 'bt:, ` ih �•`L�4 `2i'�S�bJ�'ht 2d?�.+.,.�r x�i4 w Z Z �W QQ JU UO N CO W J 1=-' CO) LL WO 2� LLQ C0 d = W Z� zo LLI W U� 0 N_ t_ WW L ui Z CO O Z BUILDING..P "IT.,INFORAU, ON — 206.431-3670 Valuation of Project (contractor's bid price): $ 406 1 CDC) Existing Building Valuation: $ Scope of Work (please provide detailed information): I MPI b :ONh�j EWU u FOK f2 PAL, mm r, Gl= wl s AI WE AM 4160 A WG 6iUH(hJ1CA 4 Plum N. l ,�L�ag4 NP Will there be new rack storage? ❑ ..Yes 50.. 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 R): Floor area of principal dwelling: 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: Compact: Handicap: Will there be a change in use? ❑ ....Yes EJ ..No If "yes ", explain: L g FIRE PROTECTION/HAZARDOUS MATERIALS: FL. Sprinklers ®..Automatic Fire Alarm []..None El. Other (specify) W15T spp g-FIY1s RtSTai t-. 5) 2.45 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes M..No otr If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. Na I %- Aeaoso1. wwtz S'P24 y GEC . s Page 2 ,• ix..... �.� .iw. .. 1: . >-. !.._ »; �.t t''.' +.+i 3, :1., rn,YS71`d3.L�v{'+. 4.. rt:i�M.•'�.�:.ii �Ji- ':_Ni^il.::�i.� �.S .+x3i_:i: ...w.,.x.. .b:a w'n:i�.ial. .1 t1 cw.�i.a >.0 ::a \:: .,.. t. a, �,,.. r. :.u2nwiL�,:4:iiruii.L...L.J:4. . Z �Z W � QQ � WU UO C/) 93 CO) LU J = C0 LL W O L L V) =d F. W W ~ W U� O CO A H WW ~ I �' O. UJ Z CO O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 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 R): Floor area of principal dwelling: 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: Compact: Handicap: Will there be a change in use? ❑ ....Yes EJ ..No If "yes ", explain: L g FIRE PROTECTION/HAZARDOUS MATERIALS: FL. Sprinklers ®..Automatic Fire Alarm []..None El. Other (specify) W15T spp g-FIY1s RtSTai t-. 5) 2.45 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes M..No otr If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. Na I %- Aeaoso1. wwtz S'P24 y GEC . s Page 2 ,• ix..... �.� .iw. .. 1: . >-. !.._ »; �.t t''.' +.+i 3, :1., rn,YS71`d3.L�v{'+. 4.. rt:i�M.•'�.�:.ii �Ji- ':_Ni^il.::�i.� �.S .+x3i_:i: ...w.,.x.. .b:a w'n:i�.ial. .1 t1 cw.�i.a >.0 ::a \:: .,.. t. a, �,,.. r. :.u2nwiL�,:4:iiruii.L...L.J:4. . Z �Z W � QQ � WU UO C/) 93 CO) LU J = C0 LL W O L L V) =d F. W W ~ W U� O CO A H WW ~ I �' O. UJ Z CO O Z MECHANICAL PERMIT INFORMATION 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** j Valuation of Project (contractor's bid price): $ i Scope of Work (please provide detailed information): a i Use: Residential: New .... ❑ Replacement..... ❑ 7 Commercial: New .... ❑ Replacement..... ❑ i Fuel Type Electric ..... ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Q Unit T e: Qty Boiler/Compressor: Q Furnace <IOOK BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK BTU Evaporator 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 H ood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator – Comm/Ind Other Mechanical <I0,000 CFM Equipment ..PERMIY 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNERDR:fAUTH D AGENT: Date: Print Na Mailing Day Telephone: City State Zip Date Application Accepted: Date Application Expires: Initials: \pemits plus \icc changes \permit application (7 -2004) Page 4 . .' ' L , � .. :•y}. •. .. • �; .� ., a . }.:.�y ry , .,� .••. y 'id e "�' s`v ,, . { 4.: + ' ',�i.t+�i."k' . •+A^+R�•:i� . � �•�� 3 iD��P«rJ4- ^'�!'� - f -. Z Z Cr.W UO Cl) 0 co Lu J = CO) u_ WO LL a = W H Z f. Z W 0 0) , 0 H WW F- U_ O ..Z W co O Z I �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 2623049079 Address: 17320 SOUTHCENTER PY TUKW Suite No: Applicant: ULTA Permit Number D05 -228 Status: APPROVED Applied Date: 07/06/2005 Issue Date: Receipt No.: ROS -01188 Payment Amount: 3 Initials: BLH Payment Date: 08/10/2005 10:11 AM User ID: ADMIN . Balance: $0.00 Payee: ULTA SALON COSMETICS AND FRAGRANCE INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- -- •--- - - - - -- Payment Check 340481 3,568.48 i { 1 ACCOUNT ITEM LIST: j . Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 3,313.98 PW BASE APPLICATION FEE 000/322.100 250.00 STATE BUILDING SURCHARGE 000/386.904 4.50 i Total: 3,568.48 6007 08/11 9710 TOTAL 3568.48 doc: Receipt Printed: 08 -10 -2005 c Z Z: J U. 00 N cn W A H- to LL W 0'. J' LL j � a =W 1-0 Z F- I W �o on o �- w LL F- —0 U U), F- FF- O Z �W1Ul, q� City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: 17320 SOUTHCENTER PY TUKW Suite No: Applicant: ULTA Permit Number D05 -228 Status: PENDING Applied Date: 07/06/2005 Issue Date: Receipt No.: R05 -00959 { Initials: BLH User ID: ADMIN Payment Amount: 2,154.09 Payment Date: 07/06/2005 12:48 PM Balance: $3,318.48 { Payee: ULTA SALON, COSMETICS & FRAGRANCE i ! TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 333834 2,154.09 f i s ACCOUNT ITEM LIST: E Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 2,154.09 j Total: 2,154.09 C;'?". ,w'`' ?a'N....- ....:...- .... -t�s ny}•.;t,'t'•:c �;e t >:•�; x .t.:,t -:•,v .. h .� Z Y t !f y, tt tt.�, t f n'.' y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION ' 3 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2b6 )4'31 -367 Project: Type of Inspection: Address: V Date Called: 7 , _..., Special Instructions: 4 M�t: ., Date Wanted: Requester: Phone No: Z �Z U O. N o W = CO) W W L L NCY = �W Z� W O. �5 U� � F- W H ~. �O ..Z w CO 0 z Approved per applicable codes. Corrections required prior, to approval. t .•7, ..t r _ ;I . t t .S_ ' i y INSPECTION RECORD .l. i� ,i -� Retain a copy with permit INSPE ION NO. PE CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Y t - f ' 4 Pr 'ect Type of Inspec ' . Ad ress: � V n � � � � Date Called: � Specia Instructions: -Q w Date Wanted: aim. Requester: Phone No: ep - 2 - 0 - 7 O i , ❑ Approved per applicable codes.' Corrections required prior to approval. l lrgpL ctor Date: $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,.Suite 100. Call to sechedule reinspection. Receipt No.: F��t: ];;v:;,r. N t�:: t ^ '.' f a�T'X'i'S:':�;ri::;•`..d�{ i : �.,�.., "' ` 'v,.' a ra,........;; � ... .__•__�_._..r ...__,_ :r;i,ta:- �na.2 <_' :�s;�Fc�..K� .. Z Z. � W UO y0 J � Cf) W W O LL a cl) = W z H W 0 W W C 5. U N C1 H W W. LL O lJJ z U =. O z INSPECTION RECORD Retain a copy with permit INSPECIMON NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Project: Type of Inspection: Phone No: F -1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Address: 7-3 20 sovAr'+ov4, 7 Date Called: /o /a 7 A) Special Instructions: Date Wanted: a.m. / 0 12 - 2 /0. > p.m. Requester: COMMENTS: z e - Hil l / - 7 t' 1 1 0 nJ /Z'7 � l 1 40 AJS U 1-1�q —4 Pe 04D ti F - 1 $58.00 REINSPECTIOWIFEE REQUIRED. Odor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Z qq Z U O� CO CO) LU -J CO) LL 0 U. a W z I- 0. z �- III LU 25 OS2. : 0 F- W W Z' C0 0 F- z r Mrs:=,:, � a- � u9. 5 �' r; `' � �:_. r �' f�`.... �' :,•, r* w' Sp .'i ^.rch5., .,,: s ��:. t __�_... r . _..........�.- ...... ._.. _.._...._ ._.._Y.._. _.- ._...._., .,_ t............... .._.. -.w -. .. -. INSPECTION RECORD Retain a copy with permit 2Zg INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspectio Address: l�� Date Called: I 2v o Special Instructions: c� Requester: V \\ Date Wanted: p.m. n (� C��I T� Phone No: Receipt No.; Date: — ..!rF Z NN W AA Y. C UO N O J co L W O. LL Q co CY' = W �_ Z F- I— O Z H W LU �p U �. O— W L1J. F U H LL O .. Z W U= ~ O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior tow! ..P INSPE RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. - -.L -- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Address: Date Called Special Instructions: Date Wanted: a. . �, � � ( _ 3 Requester: Phone No: YI� F� Approved per applicable codes. Corrections required prior to approval. COMMENTS. I i - paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W C.)0 CO) W W CO U. 0 V � 9-j U- cf) Cy. Z W LLJ 5 CO. LLI Lu u. C.) 0 Z� W CO) 0 ,Z INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Phone No: 0 4proved per applicable codes. Corrections required prior to approval. Project: Ty e of Inspe do Address: Date ailed: I� o ul 0 20 aS Special Instructions: Date Wanted: 10 ( p.m. Requester: r Ch C�? COMMENTS: Inspector: v Date: /0 M $58.00 REINSPECTIONtiFEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z �Z �W J U UO to Q U) COL WO L L co) = �W Z H F- O W �j O U. O f-. WW H U- 0 Z 111 U= O Z �.--- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1' / 9 4pproved per applicable codes. Corrections required prior to approval. I Pro a [_�4 Ty f Inspection: Ad ress: y� p 7"V '� . Date Called. II l 0 {{�� b 1 5- Special Instructions: I Req gq _ Date Wanted: / it LJ < / - V / L r • � Phone No_ 1� .... —7 Z zQ �W QQ� JU 0 Cj) CO) �L W O J u_ ?. tf) C Y = W H Z H., H O Z I— �5 U� �O C3 t— W W H LL O .. Z w U= O Z �r 7tr.;r ca4oti.4 r n: ;.. _ t 4 ; i L INSPECTION RECORD ^a� Retain a copy with permit ' INSPECTIOV NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southce.nter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Proj Type of Inspection: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 -� A Date: L'_ f r D. $58.00 REINSPECTION FEE REQUIR Prior to. ins ecl<i�n; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call t tgchedule reinspection. Receipt No.: Date." Z W 0 N o U) LL W O � LL N:D = W ~ Z _ �. W ~ �5 U � O N W W F . �Z LLI U C0 O Z . 11 , Address: Date Call d: c Special Instructions: Date Wanted: a.m. L51 5 P . Requester: Phone No: Z W 0 N o U) LL W O � LL N:D = W ~ Z _ �. W ~ �5 U � O N W W F . �Z LLI U C0 O Z INSPECTION RECORD _ Retain a copy with permit S IN� ECTION NO. PER NO. S� i F CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 4 -3670 Pr * t Type of Inspe •on: M `_" nI, / Adore . 2D Date Called: '71 /0; Special Instructions: V C � Date war.,-- /a. Requester: Phone No: Z �Z '~ W J U U O Co o UJ J N O W LL Q CO) �. = CI � W Z = (F- F- O. z UJI 2 5 U 0 H- WW U U- F— O. .. Z w U= O ,Z ❑Approved per applicable codes. F1 Corrections required prior to approval. 7 i 111 1 1 ' INSPECTION RECORD' Retain a copy with permit ir INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670 Pr ject: Type of T!ction: A dM s: Date Called: Special Instructions: Date Wanted: a m: Requester: V C) i ( :2 /h -f Phone No: 6. Approved per applicable codes. Corrections required prior to approval. COMMENTS: L� 0 - 7 7 l� /l Inspector Date: r.�_, ., fin.•, F� $58.00 REINSPECTIOWFEE REQOIRED. Prior to inspection, fee must be Receipt No.: Date: Z Q iF' W W� JU UO. �o J = to LL W O Ei LL Q N CY = W Z �. ' H O W U �. ON C3 W H� U O 11J Z to O Z INSPECTION RECORD Retain a copy with permit r ° ? a INSPECTION NO. Z CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C4 D„ c F] Approved per applicable codes. Corrections required prior to approval. r Pr 'e t: Type of specn: A d Js✓ E 'C Date Called: Sp cial Instructions: Date Wanted: U a.m Requester: r one No: Z W . 10 to 0 W = J H N O; W �a F- O W Z H F- O W ~ W U 0. o� W LL O w Z co O~ Z .7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 So,uthcenter Blvd., #100, Tukwila, WA 98 (206)431-3670 F Approved per applicable codes 1 Project: ut7fa- ctio. Type of Inspe w A i F Address: . 1 Date Called: Special Instructions: — Date Wanted: / / p.m. Requester: Phone No: 963 - Corrections required prior to approval. COMMENTS: /"J 0 10h) Inspector: - Date: F� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Z QQ Z UJ JU L) 0 lu W W N LU 0 U. CO :D W Z- 0. • W 5 Cl) 0 W W x: L) F- — LL 8, Z: CO) O .z � AL a 1901 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Headquarters Station: 444 Andover Park East • Tukwila, Washington: 98188 • Plione: 206 -575 -4404 • Fax: 206 -575 -4439 City off' Tukwila Fire Department LIA z Z. W QQ JU UO N W = F-- �u. W O LL Q 2 W z H I- O z I-. W U� O� 0 F- WW H LL O w L) C0 O F ` z C PU VF � a � a m rn 7828 October 24, 2005 JAMES E. JOHN CONSTRUCTION 1701 Southeast Columbia River Drive Vancouver, Washington 98661 Attention: Mr. Morgan Dewees FINAL LETTER SPECIAL INSPECTION AND TESTING ULTA STORE NO. 191 TUKWILA TUKWILA, WASHINGTON PROJECT NO. M -12056 Earth Consultants, Inc. Construction Services Department Dear Mr. Dewees: In accordance with your request and authorization, Earth Consultants, Inc. (ECI) has performed the following special testing and inspection services for the subject project: reinforced concrete, structural steel welding and bolting, and reinforced masonry. To the best of our knowledge, all work that ECI was scheduled to verify on site has been found to be in general accordance with the approved plans and specifications and Chapter 17 of the 20031nternational Building Code (IBC). If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (425) 643 -3780. Respectfully submitted, EARTH CONSULTANTS, INC. Donald Miller cott D. Dinkelman, LEG Construction Services Manager Principal DAWSDD /lap cc: City of Tukwila, Attention: Quality Control Department James E. John Construction, Attention: Mr. Cliff Hewitt Earth Consultants, Inc. A Burean Veritas Company Main: (425) 643 -3780 1805 136th Place, N.C., Suite 201 Fa: (425) 746 -0860 Bellevue, WA 98005 ENGINEERING CALCULATION SHEET ... . .. P.O. Box 717, Windsor, CA 95492 • (707) 838-1505 FAX # (707) 838-1970 • email: difeng@msn.com ENGINi%jF & CONSTRUCTORS INC. SHEET NO, c'-D v E P, CUSTOMER_ JOB NO, 1.9 1.1. 5 DATE - 7 - 1 - 05 - LOCATION BY - S - L S CHK'D REVIEWED FOR f its coo CODE COMPLIANCE AUG - 2 2005 City Of Tukwila BUILDING DIVISION L R� FIN q K b A Y To r, tJ1 LA J A CrTY OF TUKWILA J U L 2 6 2005 PERMIT CENTER cowl'j^ STD CORRECTION LTR#--LL /'A EKP- .4 fp DO 5 5TAt I Z Z. W 00 cl) 13� cl) W W cQ LL 'W 0 LL cl) CY LLI. 0: z 11--� W tLj 0 cf) 0 .Lu LLJ z cf) 0 ENGINEERING CALCULATION SHEET P.O. Box 717, Windsor, CA 95492 • (707) 838-1505 • FAX # (707) 838-1970 • email: dlfeng@msn.com UCTORS INC. SHEET NO. JOB NO. DATE LOCATION BY CHK'D L. OA- CRITER0 Fill L �:to% 1AIGREA-CE Fog PE SEISE I f c (COAJ7 - 20t Fo tR IV,5 -J C-01-0.14 By 3. 9 A LJ e. . �� t�(�x c7.3�)._ p, �2 _ �; 8R Re of g 1'j A G 6'j IUD V �111 qc MPH (43d') :psp p5F Google Maps - Southcenter Parkway Tukwila Washington Page 1 of 1 a FIC UO Goocgle Maps m 13S8 BETA Southcenter Parkway Tukwila Washington Southcenter Pky Seattle, WA 98188 http://maps.google.com/ 6/30/2005 •'�._ ..�. .�..:.l.�.,... ,.�..+..:.: «ti: n,ac :vxw•wu::; .u;a'�e ..,:�:;:s:.�.r;c.4.i1Lx �.c�i.. .:u.2r,:T,�. "a:: o.' :.i:o:iltkl:.;»:. �.�,.vr `t3- �.,xA+:tw "` vi.::d� s.sfl..wr+w.•� i s :,t t Z i� Z �W JU 00 00 CO W J = I-- CO U WO LL 4 0 = �W Z F- O Z I- W W CO U 0 O I- W H F- V_ —O W Z U= O~ Z i Z Z; � 4 W W M . JU U U p. (0) W J H CO LL WO :3 co = CY F.. W. Z L I- O Z I—: ;O N; J3 W u. O w Z U =: Z i Foot2000 v2.1.72, Copyright m 1999 -2004 Spyder Software 7/1/2005 8:24:02 AM Company Info Project Info DLF Engineers & Constructors Inc. Project: Parkway Supercenter 123 West North Street Location: Southcenter Parkway Healdsburg, CA, 95448 Tukwila, WA Phone: (707) 838 -1505 Client: Chipman Adams Fax: (707) 838 -1970 Job No.: 1589.1.1.5 E -mail: dave ®dlfengineers.com Footing Id: F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c ........................ 2.50 ksi Concrete ....................... ............................... HardRock ConcreteCover ...................... ............................... 3.0 in. Steel Ultimate Strength, Fy ......... ............................... 40.0 ksi Column Size.. . 48.00 in. by 32.00 in. Allowable Soil Bearing Strength....... .......................... 1.200 ksf Wind Load Soil Bearing Strength, (1.33 increase). ................ 1.596 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.596 ksf F ooting Width ....................... ............................... 6.50 ft. F ooting Length ...................... ............................... 6.50 ft. Footing Depth ....................... ............................... 24.00 in. P unching Shear Stress ............... ............................... 3.65 psi Beam Shear Stress ................... ............................... 1.20 psi R einforcing standards per ........... ............................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .07 in' (144) Transverse Bottom Reinforcement Required for Strength .............. .25 in' (244) Gravity Only Soil Bearing ........... ............................... .700 ksf Wi nd Load Soil Bearing .............. ............................... .700 ksf Seismic Load Soil Bearing ........... ............................... 1.546 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.0EQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 24.50 0.00 0.00 Live Load 0.00 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 38.10 0.00 Other Loads 0.00 0.00 0.00 W = 6.50 As = 1 - #4 Bars Z X L = 6.50' As = 2 - #4 Bars Cover = 3.00" t Z '~ W U. UO (0 0 W .1 �_.. N LL W O. J LL N W. Z �. Z 25 :D 0 O vy, � H W W. L O: . Z. UN O Z ENGINEERING CALCULATION SHEET z Z J U uo� NO Co Lu w S2 u- 0, u- S2 CY w �z P �- op .z �. W U J CO. 0- uJ ui U. --z N. u-, O z 0 QQ i1 W WD J U. U O CO) W. w= J �.. N LL . W O J LL Q �d H =; ? f- Z O, 5. �p O �'.. W �O W Z - v CO 1= O Z 1996 AISI Specification w/1999 Supplement DATE: 7/1 /200s SECTION DESIGNATION: 4005137.43 Single C Stud INPUT PROPERTIES - Web Height = 4.0000 in i Top Flange = 1.3750 in Steel Thickness = 0.0451 in Bottom Flange = 1.3750 in Stiffening Lip = Inside Corner Radius = Yield Stress, Fy = 0.0712 In 33.0 ksi 0.3750 in i Punchout Width = 1.5000 in Fy With Cold -Work, Fya = Punchout Length = 33.0 ksi ! OUTPUT PROPERTIES• 4.0000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) 2.0755 in Section Modulus (Sxx) 0.7762 in ^4 Allowable Bending Moment (Ma) 0.3589 in^ 3 Gross Section Properties of Full Section, Strong Axis 590.92 Ft -Lb Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) 2.0000 in i Cross Sectional Area (A) 0.7762 in ^4 Radius of Gyration (Rx) 0.3229 in ^2 Section Properties, Weak Axis 1.5505 in Gross Neutral Axis (Xcg) From Web Face } Gross Moment of Inertia (lyy) 0.3856 in Radius of Gyration (Ry) 0.0778 in ^4 Other Section Property Data 0.4909 in Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) 1.0986 lb/ft ' Allowable Shear Force In Web (Punched) 1777.28 lb Pao for use in Interaction Equation C5 -2 1374.66 lb Torsional Properties 3967 lb Dist. from Shear Center to Neutral Axis (Xo) St. Venant torsion Constant (J x 1000) - 0.9757 in ! Warping Constant (Cw) 0.2189 in ^4 Radii of Gyration (Ro) 0.2529 in ^6 Torsional Flexural Constant (Beta) 1.8966 in ' 1 l i . { 0.7354 0 QQ i1 W WD J U. U O CO) W. w= J �.. N LL . W O J LL Q �d H =; ? f- Z O, 5. �p O �'.. W �O W Z - v CO 1= O Z T EKSO SELF - DRILLING FASTENERS Product Report No. 00101 .................................................................................. ............................... a ........ ........... Selector Guide r �j 'Available with bond * With serrations underh Part . Description Head Drill Drill & Tap Max. Material Applications Number 22 Sty Point Capacity Attachments 12 1208200 1210200 6.20 x 3/8„ 8 -18 x 1/2 Pan Pan #2 #2 .036 .100 -1100 .100 • HVAC, electrical trim accessories 1213200 8 -18 x 314" Pan #2 .036 .036 -.100 .205 .455 to steel framing, 1218200 8 -18 x 1" Pan #2 .036 -.100 .705 • Residential steel frame 1196200 8 -18 x 1/2" HWH #2 .036 -.100 .205 construction. 1199200 8 -18 x 518" HWH #2 .036 -.100 .330 • Track to stud. 1200200 8 -18 x 314" HWH #2 .036 -.100 .455 • Hat channel to stud. 1202200 8 -18 x 1" HWH #2 .036 -.100 .705 • Stud splicing. 1204200 8.18 x 1 -1/2" HWH #2 .036 -.100 1.205 1107000 10.16 x 3W " HWH #1 .024-.095 •220 Stitching •Stitching tool deck, wall pane 1109000 -1399000 12 -14 x 3/4 1/4-14 x HWH #1 .024 -.095 .205 or duct work. 1398000 10 -16 x 1/2" Pan #3 .036 -.175 .150 1541000 10.16 X 5/8" Pan #3 .036 -.175 .200 .1224000 10.16 x 3/4" Pan #3 .036 -.175 .325 1542000 10.16 x 3/4" Oval #3 .036 -.175 .325 1397000 10 -16 x 1/2" HWH #3 .036 -.175 .150 1127000 10 -16 x 518" HWH #3 .036 -.175 .200 - 1128000 10 -16 x 3/4" 'HWH #3 .036 -.175 .325 Clips, duct straps, brick ties or 1129000 10 -16 x 1" HWH #3 .036 -.175 .575 accessories to steel framing. 1544000 10 -16 x 1" Oval #3 .036 -.175 .575 1545000 10 -16 x 1" Pan #3 .036 -.175 .575 1130000 10 -16 x 1.1/4" HWH #3 .036 -.175 .825 1546000 10 -16 x 1.1/4" Oval #3 .036 -.175 .825 1131000 10 -16 x 1.1/2" 'HWH #3 .036 -.175 1.075 1550000 10 -24 x 3/4" HWH #3 .036 -.175 .323 1551000 10.24 x 1" HWH #3 .036 -.175 .575 t1707200 10 -16 x 3/4" "HWH #3 .036 -.175 .323 Vibration Resistance; HVAC Applications. ......................................................... .................. 0...... Performance Data ........... FASTENER VALUES PULLOUT VALUES (average lbs. ultimate) Fastener 12 Steel Gauge Dia. Pt. 26 24 22 20 Decimal Equivalent .105" 14 12 #6 2 120 183 248 296 65 12 -14 847 - #8 2 119 193 265 298 - - 959 - #10 1 148 241 311 357 $499708 1111 1796 3 124 208 266 299 #12 1 967 1474 #12 1 159 261 338 390 1 1259 1949 1/4 1 208 329 428 562 - I - SHEET STEEL GAUGES Gauge No. 12 1 14 1 16 1 18 1 20 1 22 1 24 1 26 Decimal Equivalent .105" .075" .060" 1 .048 -- i .036 -- j -030 -- j .024 -- i .018' - 1400 61 10 -24 2702 The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these values for design purposes. SHEAR VALUES (average lbs. ultimate) Fastener (dia-tpi) Tensile (lbs. min.) Shear (avg.lbs. ult) Torque (min. in. lbs.) 6 -20 1285 750 25 8 -18 1545 1000 42 10 -16 1936 1400 61 10 -24 2702 1500 65 12 -14 2778 2000 92 1/4 -14 4060 2600 150 SHEAR VALUES (average lbs. ultimate) Fastener Steel Gauge (lapped) Dia. Pt. 26 24 22 1 20 18 16 14 #6 2 278 466 526 758 845 - - #8 2 294 496 560 740 1060 - - #10 1 398 584 659 884 1374 - - 3 - - - 728 1266 1540 1552 #12 1 432 703 753 1018 1452 - - 1/4 1 511 849 885 1244 1764 - - ............................................................................................ ............................... 6............ 4 ' 1 : , ,• i Installation Guidelines _AL A standard screwgun with a depth sensitive nosepiece should be J& The fastener is fully seated when the head is flush with the used to install Teks. For optimal fastener performance, the screw- work surface. gun should be a minimum of 4 amps and have a RPM range of 0- b. Overdriving may result in torsional failure of the fastener or 2000. stripout of the substrate. AM. Adjust the screwgun nosepiece to properly seat the fastener. fik The fastener must penetrate beyond the metal structure a I A& New magnetic sockets must be correctly set before use. minimum of 3 pitches of thread. ' 1 ' Remove chip build -up as needed. f ........................................... ............................... ...............0.0..........0.. ..........060.............1... , Teke, Climaseal® and Building Ideas that Work" are trademarks of /TWBU IT W Buildex and Illinois Tool Works Inc. 1 a BUILDING IDEAS THAT WORK TM `' ' 1349 West Bryn Mawr Avenue Itasca, Illinois 60143 ;! j 630/595 -3500 FAX: 630/595 -3549 www.itwbuildex.com ©2000 Illinois Tool Works, Inc. ' 6 j Z Z � D U0 U) J X NLL WO �qq LL? N = W Z f... Z0 2� Do O co, o�_ WW LL O .Z W co O Z CITY OF TUKWILA - BUILDING DIVISION 2003 Washington State Nonresidential Energy Code Compliance Form 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July Project Info 1 P,oJect Address • Date / / For Building Department Use • � 1 it t► � � � ` d71 ♦ FER'slai It 1,Y T (MIN, I I I Project Description ❑ New Building ❑ Addition Alteration ❑plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and instaued lighting wattage is not being increased Maximum Allowed Lighting: Wattage (Interior) "19: t 1111V Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Location T OO(, per ft or per If (or if for perimeter) x ft (or x If) Covered Parking 2 0.2 W /ft Iti c-11+10 (standard paint) a l 14- "• From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 22 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interibt)lst all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Location T OO(, per ft or per If (or if for perimeter) x ft (or x If) Covered Parking 2 0.2 W /ft Iti c-11+10 (standard paint) a l 14- Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1 1 �4, 7 & Maximum Allowed Lighting Wattage (Exterior) onc, tvote: rot puttatng extenor, cnooset e5n1t 1a WG epq� � ll Ited maximum input wattage. hor fixtu es with I d vrtfa� b�il�Its only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description I Fixtures I Fixture Proposed may not exceed �;i+. .� �� d' v,! �A91R! 4M11 '�J� Y�#�h`�RN''M.#� .s aVero9u . *x ^,.r'v. ,.:c- ..r>..- ic:,.pa. �i•�r�:i:r�:. "Y.cn� +t9i I Z 2 �— F- W tY � UO 0 w� CO U. WO L Q t» � = �W Z f- ZO W �5 U� to 0H WW H H LL O Z W U= O E- Z REVJF � FOR Allow9d Watts Area in ft Allowed Watts Location per ft or per If (or if for perimeter) x ft (or x If) Covered Parking 0.2 W /ft (standard paint) Covered Parking 0.3 W /ft (reflective paint) Open Parking AUU 2 Z005 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 WIft Bldg. (by perim) C� 7.5 W111' onc, tvote: rot puttatng extenor, cnooset e5n1t 1a WG epq� � ll Ited maximum input wattage. hor fixtu es with I d vrtfa� b�il�Its only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description I Fixtures I Fixture Proposed may not exceed �;i+. .� �� d' v,! �A91R! 4M11 '�J� Y�#�h`�RN''M.#� .s aVero9u . *x ^,.r'v. ,.:c- ..r>..- ic:,.pa. �i•�r�:i:r�:. "Y.cn� +t9i I Z 2 �— F- W tY � UO 0 w� CO U. WO L Q t» � = �W Z f- ZO W �5 U� to 0H WW H H LL O Z W U= O E- Z 2003 Washington State Nonresidential Energy Code Compliance Form , Washington State Prescriptive Sp aces Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. If not gga.Med;.do,LPA Calculations. Revised July 2004 Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T -4, T -•', T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify '"_:. TABLE 15 -1 Unit Liahtina Power Allowance (LPAi Use LPA W/s Use UP W/s Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.5 Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel bang u et/confe rence/exhi bition hall ' 2.0 Assembly spaces 9 , auditoriums, gymnasia 9 , heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants /bars 1.0 Factories workshops, handling areas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops' 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores allet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches 1.2 Footnotes for Table 15.9 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w1ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high Intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area nut covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 4 , *r .:�.c. .:.. _.,� ..,. u :. .: , .. i ....�. ✓i 'a SV a5.xi.{.: ,..u,. s.r iw 1ba �" aS: UitC, i :w:lisb4t:`v._.f�s'v'uy37x7�7�" �'', ik. 2. +Kaik'nik�:w ++A::iLu,ue..;++..� .i......: .ir ..: . r.....e..•;....,. �.. t..,.: zis.... L. 3. s.+.. �«.. is...su.s.�:....4:.'ba.vw..,.. z = Z W �0 UO N C1 W N U. W O La = CY �W Z H �o z l- W 0 O- W W LL O z W U= O z 2003 Washington State Nonresidential Energy Code Compliance Form Cighting Power Allowance Adjustments LTG-LPA 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address C0 m zw Date 6Z - ;xV Cq Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowgd Watts per ft location on LTV -SUM. Adjusted Li&hfing Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor /room no.) Occupancy Description Watts per ft "' for this room for this exception" Watts per ft •• From Table 15 -1 based on exceptions listed in footnotes Z Z' '~ W �2 1U UO N C0 W J F=— N LL WO �QQ LL ' N = W H = ? H ZO O N .0 H W W �O .. Z W U= O Z 2003 Washinaton State Nonresidential Enerav Code Comollance Form Lighting P ermit P lans 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 200A Project Address Date b The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code F Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, Indicate locations YtS 1513.2 Area controls Maximum limit per switch 1_ r 1513.3 Daylight zone control Schedule with type and features, Indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans YES 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off indicate location _-YE O 1513.6.1 (a) occup. sensors Schedule with type and locations Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability), Indicate size of zone on plans�� 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning a. Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: Z SZ �W tY U O' CO 13 W� LLI N LL WO }} J LL N d = W Z H Z O. W W ❑ H. W H FU-- — O — Z LU CO) U =. O Z 1 `Sep• 1. 2005 9:5906850erit Machanica1, Inc. MCLAU%iLIN N ASSE DOMINTC S. McLAUGHLTN STATE CERTIFIED INDEPENDENT OPERATOR ACCOUNT s No. 6748 P. 2 e2 - GREA'T'ER SEATTLE AREA & PENINSULA PHONE: (360)5984445 RECEIVED FAX- (360)59 &44G8 OFF MY OF rulcwna► CELT: <206>890.9337 1 ZT- iol L 1! REE, (866)897.4445 NAMEGAF?REMISE n � rd'_ Y s V =_ PERMIT CE�4 tercw* Resident4l SERYI�CE ADDRESS ? . S ©rllJfGb'y1 CTTY ��4• ZIP l a 175 b CONTACT PERSON Gz� — ' PHONE( ) FAX LpCATION OF ASSEMBLY �,c1 IiR�J DOWNSTREAM PROCLSS ''� � � DCVA ❑ RPHA ❑ PYBA ❑ OTHMZ J9Sl NEW INSTALL E3 EXISTING Pk REPLACEMENT 0 OLD SER. 9 PROPER INSTALLATIO YES 1 NO MAKE OF ASSEa ►tBBLV 0&7 MODEL _F_D C- -f SERIAL NO, QZZ 4 SIZE AIR GAP INSPEC ON; Rc q fired santiirAmQ air ddP 3,:p@=6cn ;rw."de7 Yes O No O Detector IMeter Reading REM,ARI�S: EJS� �''i1�� V�tW � 5/D W.471 _,06T" LINE PRESSURE PSI A L s U SAV A4 CONFINED SPACE? TESTERS SIGNATURE: CERT NO. BAT 4253 DATE _ V-Z 2 -7 1 ,0 .F TESTERS NAME PMTrY). DOM IC S.,HCLAUGHLIN TESTERS P 5 98.4446 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. 11030986 MIDWEST CALIBRATION DATE I a'! 1 # MODEL_,,,_ ,,41 Asw aw/ wwc sob• ?9Ww ,OP / hcaivad Time Sep. 1. 9:11AM a S R I F ?UND ON OFF Q IA SERVICE RESTORED? YES NO N �d 5 4rr� 16 z '~ w D 00 J � �u- w 9-1 u- ? � = w z F F_ O w ~ W U� O o� w �- O W z U CO px z �y�A pGy A�/ R_pF�A ItPSA PVSA�SY_ VgMAL r ECK v _YZ - - NO.t - - CRE�� AIR INLET TEST OPENED AT PSID OPENED AT PSID LEAKED 0 LEAKM Cl I C HECK ,____,PSID i PASSED (k 3_6 �' DID NOT OPEN Q FAILED D P Srn _... PSID AIR GAP OX? CLAN RLK.A= ?^Xr cum RIYLACL ART CLEM UN ACE PA&T CHECK VALVE •�► ❑ ❑ . Cl ❑ ❑ ❑ ijEW AT PSID PARTS L1 D C1 LEAKED Q ArtD REF'AW 0 rl. � - ❑ ❑ ❑ ❑ �— � �ANW -- ❑ E3 D ❑ ❑ D O d REPAIRED TEST AM -3 REPAIRS LeAm C3 LEAKED C3 OPENED AT PSID AIR TNLE I' PSID PASSED p PSID psm 4 CHECK PSID CHK VALVE PSID FAILED 0 AIR GAP INSPEC ON; Rc q fired santiirAmQ air ddP 3,:p@=6cn ;rw."de7 Yes O No O Detector IMeter Reading REM,ARI�S: EJS� �''i1�� V�tW � 5/D W.471 _,06T" LINE PRESSURE PSI A L s U SAV A4 CONFINED SPACE? TESTERS SIGNATURE: CERT NO. BAT 4253 DATE _ V-Z 2 -7 1 ,0 .F TESTERS NAME PMTrY). DOM IC S.,HCLAUGHLIN TESTERS P 5 98.4446 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. 11030986 MIDWEST CALIBRATION DATE I a'! 1 # MODEL_,,,_ ,,41 Asw aw/ wwc sob• ?9Ww ,OP / hcaivad Time Sep. 1. 9:11AM a S R I F ?UND ON OFF Q IA SERVICE RESTORED? YES NO N �d 5 4rr� 16 z '~ w D 00 J � �u- w 9-1 u- ? � = w z F F_ O w ~ W U� O o� w �- O W z U CO px z Sep•. 1. 2005 9 :59AM } i I � i I + .. Merit Mechanical, Inc. 3��tii! � '�i,1�11! • 1 =�l ! wila'Public Works To: No. 6148 P. i PO Box 2109 Redmond, WA 98073.2109 Phone: (425)893.9224 Fax: (425) 867.0962 From: Scott MacCohan F ax: (206) 4A"&' *3665 Data: 9 -1 -05 Phone: (206) 4# -b179 Pages: 2 Re: Backflolw results cc: Greg Villanueva r • ❑ Urgent ❑ ForRevww 13 Please Corner t 13 Please Reply 11 Please Recyele Sm TUKWILA 1 2005 CENTER �~ t t» t �'•i9tY' ' 'Li31Itf�''j�tN._. r. 1� t -�. -:1 �• 22$ Z j �—W a 2 WD U O. ND W J = H NLL W O L L S d �W Z H HO. W ~ W U O N o f- W Lu .•Z W CO U— � 2. O Z t. 1'Joanna Spencer - ULTA 17320 Southcenter Pkwy D05 -228 Page 1 1 I . From: Joanna Spencer To: Dave Larson is Date: 11/3/05 2:18PM* Subject: ULTA 17320 Southcenter Pkwy D05 -228 Received a call from Leann Hopwood,Kimco Realty @ 425 - 641 -8282 who represents ,I j , } the owner. PW has issued a separate permitPW05 -099 to correct backflow deficiencies and contractor is doing work now.*t's ok to final D05 -228 TI permit, so the tenant can occupy the space on time, while work is still pending on permit. CC: Greg Villanueva-.F 05/29/2002 00:44 4256490529 FACTORIA MALL PAGE 01/01 Kimco Realty C o rpor ation July 20, 2005 VIA FACSIMILE Mr., Doug Poeschel General Manager River City Construction P. O. Box 6315 Federal Way, WA 98063 RE: Ulta Parkway Super Center 17320 Southcenter Parkway Tukwila, WA 98188 Dear Doug: As per your agreement dated today with Jim Morrow, Director of Public Works, City of f f Tukwila, plans for correction of deficiencies per review letter dated July 13, 2005 regarding permit D05 -228, will. be submitted at a later date with the understanding that no final approvals will be issued until these items arc completed and approved by City of Tukwila Inspection Department. I Please note that the review letter was sent to the former property owner, NI$K Northwest. Any future coTrespondeo.ce should be sent to Kimco Realty Corporation at the address shown below. Please contact me if Y ou have q uestions. j PECEiV'EU Sincercly, CITY OF TUKWIL Kimco Realty Corporation JUL 2 6 2x05 i PERMIT CENTER f ORRE Leann Hopwood, CS C TION Property Manager LT R # �. f 4055 Factorial Mall SE, .PO. Box 5787, Bellevue, WA 98006 Phone: (425) 641.8282 • Fax: (425) 649 -0529 www.kimeoreatty.com Q z m w. u� D 0o �o CO LU J 3: LL' w O, U- (0 z � z 1--. 2D Do U CO ;O —: o ff uj w H U LL Z: , f1i O ~ z.. tt July 19, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Rosanno De Leos 1550 N Northwest Highway Park Ridge, IL 60068 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -228 Ulta —17320 Southcenter Py Dear Mr. De Leos: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time, the Planning and Fire Departments have no comments. Buildina Department: Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. i Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or j other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenmer service. If you have any questions, please contact me at (206) 431 -3672. L Scerely, t& dw Brenda Holt Permit Coordinator encl xc: File No. D05 -228 Z ,� Z �w D JU UO. M J = H U) U- w U- Nd = uJ Z t-- O Z I-- �p U ON Q H-. wW F- u O ui Z co O Z P: \p1anning\brenda \D05 -228 — correction Itr # Ldoc I bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 * Fax: 206 - 431 -3665 i ,y Building Division Review Memo Date: July 18, 2005, 2005 Project Name: ULTA permit application Application #: D05 -228 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. Only three items of concern are noted at this time. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Details of the supporting connections for the both the suspended tile ceiling and drywall ceiling have not been shown in the plans. These connection details are as critical as the seismic bracing design for the ceilings in general. Provide revise plan details as necessary. 2. A Egress Illumination layout must be shown on plans that will define the coverage required by IBC Section 1006. The performance of the illumination system must comply as described in IBC Section 1006.4. 3. The commissioning of H.V.A.C. equipment has become an integral part of the Certificate of Occupancy. Regardless that the H.V.A.C. work will be reviewed under a separate mechanical permit, include reference to the System Commissioning requirements of W.S.E.C. Section 1416.4 in the architectural general notes, specifically as related to the Certificate of Occupancy. No further comments at this time. Z '~ w U O (00. J = CO LL, W O` U- Q id �W F- O. Z UJ � o O �. WW U. LO LLi Z U co): F- 0 Z C� PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 14, 2005 PROJECT: ULTA Tenant Improvement PERMIT NO: D05 -228 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) The City has determined that the strip mall building where ULTA will move in has deficiencies on the domestic water supply line, irrigation, and fire prevention lines. a) Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. b) Landscape Irrigation The existing irrigation deduct water meter located at the corner of Southcenter Parkway and Minkler Blvd. shall be upgraded with an ECR -WP register that is compatible to the Invensys automatic reading system. A radio transceiver is required. This modification may require removal and replacement of some sidewalk panels. c) Fire Prevention Line Our records show that the fire prevention line serving the complex has a Detector Double Check Valve Assembly (DDCVA) located at the corner of Southcenter Parkway and Minkler Blvd. in the parking lot by Red Robin Restaurant; however, Public Works doesn't have a current backflow test report. The existing Fire Department Connection (FDC) shall be raised and the siamese connection removed and replaced with a UL listed 5" Stortz connection with 30 or 45 degree elbow per attached City of Tukwila Detail WS 15 (2 of 2). Please have the backflow device tested by a certified tester and copies of the test results forwarded to Public works. I have enclosed Development Bulletin C5 that spells out design and installation requirements for cross connection control. Please note that a separate letter was mailed to MBK Northwest, the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items la, lb and 1c, or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. (Plaurie Admin/Joanna/Comments D05 -228) Z �w QQ JU U CO J H to w w O Q� U- UD = a F- W Z H Z� �. U� O N (31 W UJ �O .. Z W U= O F- Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -228 DATE: 7 -26 -05 PR03ECT NAME ULTA SITE ADDRESS 17320 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTM � TuSg kvilion , Public Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator # DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-28-0 Complete V Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: - 8 - 25 - 05 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 ❑ No further Review Required DATE: z �Z '~ w _3 U ND C0 W J � N U- w� UQ cl) = �w z Wo �5 U� O� C3 �- w LL. O .z w U =. O ~. z r � PERMIT COORS COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -228 DATE: 7 -6 -05 PROJECT NAME ULTA SITE ADDRESS 17320 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS 40 5 AW Building Division Fire Prevention Planning Division Public Wo ks Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7 Complete 12 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 7TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 8 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I-L g-or Departments issued corrections: Bldg [X_ Fire ❑ Ping ❑ PW Staff Initia • __ Documents /routing slip.doc 2 -28 -02 z i� '~ w JU UO CO C0 Uj J = H T LL W O u` a =W Wo w U� CO o F- WW HU F- ►L O. .• z W U CO OH 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: / /www.ci.tukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 �' "'� V\ Plan CheckiPermit Number: 5 i Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address_ Contact Person: Summaryof Number: . "?��SG PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ft LF zz W � D J U N CO W J N LL, WO 9Q U � = W Z LU W U� O N Q I-- WW LLO .. z W U` U O z re We N WWI h Entered in Permits Plus on pp ications orms -app ications on lme\revision submittal Created: 8 -13 -2004 Revised: Non- Residential O Department of O Natural Resources and Parks Sewer Use Certification King County (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) \ Owner's Name s T��U�- l (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block .. # Building Name (if applicable) cU0t81ENW z„ Property Street Address L I N6 MM City, State, ZIP Owner's Phone Number ( V0 or Owner's Mailing Address (if different from above) 1 20 AAWLIE t E1* ONS A-I056 t % blc M , CA gbb&7 Total Fixture Units A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Mvrlthly Rate IMM Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Q Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, l GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 2 25 RCE :For. King i County tis� f S Y.. Account # Mvrlthly Rate IMM <;SIx:Mvnth' Due 1058 (Rev. 1103) Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # Property Contact Phone # ( ) Demolition of pre- existing building? ❑ Yes [- Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: A M P WLI GT Estimated Wastewater Discharge: 60 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A 2 25 RCE CITY TUKWILA JUL - 6 2005 PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. �\ 401% V. Signature of / Representative Print Name of 6wtt i( J �� ho L&Omq) Representative t yD Date fi /M LQt� _ White — King County Yellow — Local Sewer Agency Pink — Sewer Customer • ®'row $0 Z Z �W Q� W� 0 (n 0 W = CO U_ WO LLQ S d �W Z I— F- O w ~ W U� O N o� WW �z LLI co O Z Look Up a Contractor, Electrici.a� 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 JAMESEJ173MM Licensee Name JAMES E JOHN CONST CO INC Licensee Type CONSTRUCTION CONTRACTOR U BI 600491465 Ind. Ins. Account Id Business Type CORPORATION Address 1 1701 SE COLUMBIA RIVER DR Address 2 Cancel City VANCOUVER County CLARK State WA Zip 98661 Phone 3606960837 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/14/1983 Expiration Date 10/22/2005 Suspend Date Separation Date Parent Company Until Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date JOHN, JAMES E 01/01/1980 JOHNSON, JAMES A 01/01/1980 Company JOHN, JAMES E AGENT 01/01/1980 Cancel r' Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date TRAVELERS CAS & Until https: // fortress .wa.gov /lni/bbip /priiiter.aspx ?License= JAMESEJ 173MM Page 1 of 3 08/10/2005 Z �W U O N� J l.— NLL W O. J a_ Q to = �W ?H ZO W Uj �p ON � F- WW �U — O •Z W U =. O ~. Z REVIEWED FOR CODE COMPLIANCE - SEPARATE PER1ylT �pooQnvir FILL COPY REQUMD FORS .UG 2 2005 Of Nathan A Pull It 14M iW V fi-6 l Elecb ical - Pan reV*W approval IS SU b0 arras � and on�INio��„ F:,►rr.�in� ty Of Tukwila Approval of construction d c --:. ri `n BUILDING DIVISION the violation of an or not aOPmved Field and Ct �s acleTawlsdps� ��y ofi TukW110 BUILDING DI1,/ISIpN c, J J Isis ch �q�s airstl be made to the WO" of wore %vttfic�' • : :r ^ �prcvmI Hof � E ay Of Tufc�ani' • ' -- � ' � a..f NOiTE• f�evisiorts w' • - , _ - r.•� P' - s�:b �N Wd May u �YYi uV�i.w� Y -. .• S.r _. . SHEET 1 } Do NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENT. AP PLICABLE CODES DATE Q N U U U U I ROR NS 0 F N LE W U I r17320 E LOCATION1 A. ARINSTITUTE EXP. ExPANSK)N/ OP NG. OPENING SHEET NAME A.B. ANCHOR BOLT EXPOSED OPT. OPTIONAL 2) ALL THINGS SHOWN ARE NEW AND PROVIDED BY TENANT GENERAL CONTRACTOR RKWAY SUPERCENT A.C.I. AMERICAN EXT. EXTERIOR OPP. OPPOSITE UNLESS OTHERWISE NOTED. BUILDING: 2003 INTERNATIONAL BUILDING CODE CS - 1 COVER SHEET r Z SOUTH CENTER PARKWAY CONC1� F .C. xxx xaooc P.C. PERSONAL 3) IN CASE OF DISCREPANCIES OR CONFLICTS, NOTIFY ARCHITECT BEFORE MECHANICAL: 2003 INTERNATIONAL MECHANICAL CODE - - Z0 INSTIE F.D. FLOOR DRAIN COMPUTER CS 2 RESPONSIBILITY SCHEDULE LLJ W A000ST. ACOUSTICAL FDN. FOUNDATION PROCEEDING. PLUMBING: 2003 a C9 A.DJI AMERICANS WITH F.E. FIRE EXTINGUISHER CONCRETE } AREAS MUST UTILIZE TUKWILA, WASHINGTON 98188 PRE-CAST 4 ALL WALL CONSTRUCTION FACING RESTROOM UNIFORM PLUMBING CODE CC m DI SABILITIES ACT F.E. FINISHED END PKG. PARKING ELECTRICAL: 2002 NATIONAL ELECTRIC CODE - NEC ADH. ADHESIVE FIN. FINISH PL PLATE MOISTURE RESISTANT GYPSU BOARD. -- A--1.1 FIXTURE PLAN & SPECIFICATIONS ow x LBi LANDLORD DEVELOPER@ Alm. ANOZENr FIXT, FIXTURE P.L. PLASTIC LAM INATE FIRE PROTECTION: 2003 INTERNATIONAL FIRE CODE � d. (a g A.F.F. ABOVE FLR. FLOOR PLM6. PLUMBING 5) ALL DOORS TO BE KEYLESS IN DIRECTION OF EGRESS. ENERGY 2001 WASHINGTON STATE ENERGY CODE A -2.1 DIMENSION PLAN, DETAILS & WALL TYPES 3 < FINISHED FLOOR F.R.P. FIBERGLASS REIN- PLYWD. PLYWOOD KIMCO REALTY CORPORATION ALT. ALTERNATE FORCED PLASM P PANEL 6) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED A -2.2 DOOR & HARDWARE SCHEDULES AND FINISH �, AL- /ALUM. AL FT. FEET /FOOT P.O.& PANT OF A. 8.5 L.B.F. 37.7N FOR EXTERIOR DOORS. P.O. SOX 5787 AMP. AMPERE FTG. FOOTING SA LE B. 5.0 L.B.F. 22.2N FOR INTERIOR DOORS. OICC UPA�CY LOAD ,,�,� �, CALCULATIONS SPECS. � BELLEVUE, WA 98048 GA GA �►cE PR. PAIR GROSS AREA: 11,959 S .F. 7 2 05 A -3.1 REFLECTED CEILING UJ A.N.S.I. AMERICAN �- GALLON PREP. PREPARATION/ 7) DOORS INDICATED AS PART OF THE REQUIRED MEANS OF EGRESS SHALL / PLAN &DETAILS � � ? NATIONAL GALV. GALVANIZED PREPARED HAVE HARDWARE WHICH IS READILY OPERABLE FROM THE EGRESS SIDE MERCANTILE AREA: 10.517 SO-FT./30 SQ.FT. PER PERSON = 351 Im Y CONTACTe LEANNE HOPWOOD - - . , E & 0 INSn STANDARDS G.C. GENERAL P.S.F. POUNDS PER WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. � � PHONE (425) 841-8282 R1TE CONTRACTOR SQUARE F OFFICE AREA 174 SQ.FT. /100 SQ.FT. PER PERSON = 2 DETAILS a. �- A CH. APPROXIMATE GO. GRADE P.S.I. POUNDS PER 8) ALL WALL & CEILING FINISHES TO BE CLASS 2 OR BETTER, FLAME SPREAD STOCK AREA 1,268 SQ.FT. 300 S .FT. P .- 0 ARCH. -URAL YP � G". c� PT. P ART/ POINT S 26 -75 WITH MAXIMUM SMOKE DEVELOPED OF 450. - A -5.1 ENLARGE / Q PER PERSON - 5 FAXe (425) 649 -0529 D SALON PLAN TOTAL OCCUPANCY: 358 OCCUPANTS E A. S.T. M. AMERICAN SOCIETY H. HIGH P.V.C. PAY VINYL 9 ALL INTERIOR TRIM TO BE CLASS 3, FLAME SPREAD 76 -200 WITH MAXIMUM - � A -5.1 INTERIOR ELEVATI - MAIL , I FOR TESTING N. C. HANDICAP CHLORIDE ) O MATERIALS ACCESSIBLE PyWT. PAVEMENT SMOKE DEVELOPED OF 450. SUIL ®INC; REQUIREMENTS TENANT B/ O 10 0 A -fi.2 INTERIOR ELEVATIONS &DETAILS D AV�G . A VERAG E H .C. H .c. Hou.ow CORE QTY. Cxluwrmr - �. BOARD HoR. HEADER R NR 10) FLOOR COVERINGS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 75. - A- fi.3 INTERIOR a ULTA �, BEVERAGE HOW. ,� � ELEVATIONS &DETAILS . R.D. ROOF DRAIN 11)ALL COMBUSTIBLE INTERIOR FINISH & TRIM ITEMS ARE TO BE APPLIED 2 A -fi.4 o ' BJ HARDWOOD CEPTAC DIRECTLY TO A NON - COMBUSTIBLE BASE. DESCRIPTION CODE SECTION REQUIREMENTS INTERIOR ELEVATIONS/ SOFFIT /CEILING < , ,. WINDHAM LAKES BUSINESS PARK B.F.P. BACK FLOW H.M. HOLLOW METAL RE NF. REINFORCING - t O � 1135 ARBOR DRIVE PREVEWOR H O HIGH OUTPUT RE * D' RE� 12 }PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE USE GROUP: 2003BC -CHAP3 M (MERCANTILE) _ BLK BLOCKING H.P. 'HIGH PANT R.O. ROUGROUGH OpENM1G / �$ RIX. m" H ORIZ. HORIZONTAL RM. ROOM • CODES AND COORDINATE EXACT LOCATION WITH FIRE MARSHAL CONSTRUCTION TYPE: 2 TYPE 2B UNLIMITED - 7/22/05 A 7 .1 EXTERIOR SOFFIT CEILING - O / C O � BEARING H.R.C. HEATING R.R. 13 PROVIDE AND INSTALL OCCUPANCY S IGN I FIRE SPRINKLERS: 2003180903 FULLY SPRI Z ROMEOVILLE, ILLINOIS 50445 ° ; S G N A CONSPICUOUS LOCATION NKLERED DQAAS < o m - e. itE1=RIGERATION R.T R TOP uNR SE OF D(TERIOR IN ACCORDANCE WITH STATE & LOCAL CODES. ra CONTACT@ DORON SACHAM BIM. BOTTOM COWRACTOR(S) SAN. SANITARY _ O Jim - HI S•C• SOUD CORE TENANT AREA.- 2 11,959 - A -7.2 WALL SECTIONS _ = g o, PHONE@ (310) 785-5116 1 4)ALL ExT� AND WLDW SHELL WK INCLL�oIN THE STRUCnN�AL NNTEC�nmr - aeM- � �r H.v�C. CATION. AIR MHO. SECT SMA AND Roof, AND ITS AB�m T O SUPPORT THE TENANTS AN" AND/OR SGNAM OR ANY O THER OCCUPANT LOAD: 200.1801003.2.22 a 358 PERSONS - A -7.3 WALL SECTIONS & DETAILS - O o re MNUTE CONDITbwNC SERV. Sew" ElEENTS, IS THE RESPONS M OF THE LAIrDM. ALL OF THE WORI( SHALL BE HADLm UDDER 200.38C10D.U3 ie o • SECT. ` me CELL PHONE (213) 598-3805 C.G.F. COMPACTED HZ. HERTZ SEA SEVER < TE PERIrT ADD ITS NOT A PART OF THESE PER1/T aRAwIrGS. THS SHALL NCLL�E VEREIGITION E-MAIL@ dsachaM*AOL GRANULAR FILL I.G. I NCHE ED GROUND SF. STOREFRONT of ANY DEW CONDITIONS AND MUM STRUCTURE TWIT IS A PART OF THE LANOLORO'S MAORI( ITS NUMBER OF EXITS: 200M00421 � 2 REQUIRED - S-0 KEY PLAN, NOTES AND DETAILS C.J. C EN T ER NE N. NCHES SHT. SHEET D IN THE SE BETKM LA U.TA AND LANDLORD. 2003WOD4.221 2 PROVIDED SIMILM C.� `� ENE �`�" �"� /� �'� S -0.2 CMU DETAILS AND NOTES CLM � ARCHITECTim O-G. L W. � '�' S.J- SA*tW JOINT 15) AS sHO�wN w THESE DR�MGS 6 SCIUAX ONLY FOR aIRPW No DOES Exrr WIDTH: _ . ALI.ATION/ Sm. SMALL NOT WY OR MOM ANY MEtH006, OR MMLS PT�TMW M �AUATx� OF WIDTH = OCC. LOAD X .15 54 REQUIRED CHIPMAN ADAMS LTD. S-3.1 WALL FRAMING ELEVATIONS AND DETAILS CL U � NsT� SPECS. SPEC IFICAI MW OR � ff s� � 9oL�.Y THE So 2oomoo3.2.3 , 0 2 - PROVIDED - 1550 NORTH NORTHWEST HIGHWAY MASONRY UW S "`� �,,,� FABR V, AND MALI THE SIGN um MptMTE MM. ANy Iwo a STRUCUUw L CONSIOERATM MAX. TRAVEL asr.: IMOMMOD414 250• Iii sPRINK. -- S -3.2 WALL SECTIONS cmm. COUNTER J -BOX JUNCTION BOX SO. FT. SQUARE FEET SKILL. BE COORDINATED GE1R1EEN THE SK IAGE COIIRCIM LAI�ORD, AND HIS OEM T FOURTH FLOOR Co. COMPANY JST. JOIST S.s.. S/s STANL.ESS STEEL MI SSIONAL& THE AWK/SM CONTRI�CT�OR SWL "W SHOP DRAW M DEEMING G THE COL. COLUMN JT. JOINT SM. sTANO�ARO REQUIRED PLUMBING FIXTURES Revisions PARK RIDGE, ILLINOIS 80068 -1483 CONC. CONCRETE K. S-L ,DIPS PER So. N. sn- STEEL AeNNGp.� o� �� CoLONIS NO OM 0686M To THE OWNER FOR - M -1 MECHANICAL REFLECTED CEILING PLA , ISSUED FOR P CONTACT• BOB WIRSING Col CONDUIT INATE LAM. LAM STN_ STATION DESIGN ITT ONLY PRIOR TD AMI M/SiGN FA�;ATION. MALE FEMALE ' 006/29/05 CoNN. coNN u,�_ u � � ,� OLS /_ 16)SPRINKL.ER WORK WHERE NEW OR WHERE MODIFICATIONS TO EXISTING LAVATORIES: IPC 404, TABLE 404.1 NOTES AND SYMB 1 REQUIRED 1 REQUIRED LISSUE�O BID PHONES (847) 298 -8900 � CONTNUOUS LLBS. FOB s SUSPEN SYSTEMS ARE REQUIRED BY CODE OR CONDITIONS SHALL BE SUBMITTED 1 PROVIDED 2 PROVIDED -- M ENLARGED REFLECTED CEILING PLAN REV. PER CITY FAX (847) 288 6808 UDDER SEPARATE PERMIT BY A LI CENSED I SPN RIO. CONTRACTNR. TIE T 1 PROVIDED 1 REQUIRED - M -3 MECHANICAL SCHEDULES AND 0 07 -- comm �� c.c. uilroloRs is 7IMU s,rsTE DELIS: I DETAILS E -MAID vWlrSlrl9• a�lada�rl3.CO1T1 C.T. CERAWC TILE GENERAL CONTRACTOR Tate TOP & BOTTOM , 7 oNTRAicTOR SHAH ADHERE TO THE PC 404, TABLE 404.1 1 HANDK.AP 1 HANDICAP _ - -I- L.P. Low POW T&C TONGUE "IREMM STATED IN -THE sYsTEM 1 PROVIDED 2 PROVIDED M 4 MECHANICAL SPECIFICATIONS 0 SPECrt7CATl0N ul. LANDLORD TEMP. TEMPERED OF SECTION 1616.4 of THE WSHINGM STATE ENW CODE I�I NKiNG FOUNTAIN: IPC 404, TABLE 404.1 1 REQUIRED - M - 5 MECHANICAL SPECIFICATIONS MECHANICAL & PLUMBING• O '�� ''"'` MILLIAMPERE T.C;.c. TEN�wT D Cu. CUBIC MATL. MATERIAL � 2 (HI -LO} W.C.W. EM S, INC. COST. 0 -TOMER Q MAX_ MAXIMUM CONT RACTOR 0. DEPTH MECH. MECHANICAL THRU THROUGH 0 9L DOUBLE MFG_ MANUFACTURER -- P -1 PLUMBING PLANS ' t � D� 780 Creel Drive � �- TYp�AI AND NOTES t � p ""'"' o P -2 PLUMBING SCHEDULES & DETAILS ILLIt�IOIS 130191 °"`� �METER Mm �� LA90RATORE'S ` 'Wood Dale, oV. DPI �. � C,us UxO. UNLESS NOTED poxIocelto CONTACT• KWON Om. MM. M KLIMETER OT1JDWFSE GENERAL N BUILDING - P -3 PLUMBING RISER DIAGRAM ON, DOW CODS P -4 PLUMBING SPECIFICATIONS 8c SUMMAR D o. M Y OPENM `l `"LmVJIO� PHONE• (630) 595 -8800 DR_ DOOR M.R. M V. VMT /VGLTACE SCALE: NOI+NE SCALE: NODE P -5 PLUMBING SPECIFICATIONS RESISTANT v.8. V APOR BARRIER FAX• (630) 595 -8818 . MAC y.G VOLUME CONTROL SYMBOL DESCRIPTION SYMBOL DESCRNPTM SYMe x DESCRIP X N or - E WONOWCwengmeerS.C� M: - MOUNTED V.C.T. sffm U SECTION ELEVATM WALL TYPE E1.FS EXTERIOR N/A NIT v1F. VERIFY N FIELD X TAG - SEE . �� TAG- SEE TAG- SEE _ - N.1-C. NOT N CONn�cT V.P. VM PIPE DWG. As x EO - SYMBOL LIST, ONE LINE DIAG AND 7 Pt ELECTRICAL RNsH SYSTEM _ As x -x WALL TYPE NOAI Ie 1�l vERr. yc_RrIEx x -x NOTED X - x NOTED LFGM � 8. ' + n A 1; ic � C)IICKERSON IN ELEC:.� ELfCTiOC� -� NO./NUML NUreER W. ODE ,, 2�. �. 25- 2& n. LIGhTsNG SCHEDULE r �, _ ,, ELECT. NTS_ NCrT To scxE EO -2 ELECTRICAL SPECIF ICATIONS _ 8101 NORTH W AI.�CEE A E �. cup W -& , . 2. 3._ , s. ^� _ �. �' - - EAR_ EMPLOYEE drER ALL ��. uw�ll BASE LEGEAI1D � �Q " - - i I _ .'R � Cr.IFI�IAAf O_C. SON CENTER W.B.C. V*trrE Box 1 - o�. OUTSIDE aArE1ER _ : • _ .:-�� 7 122 - E -1 FLOOR PLAN LIGHTING _ '`+ �S, C ONTRACTOR DETAIL Fri TAG ROOM � � ! , . �..r -= 30. 3�2- U. �' � + � T � E0. EQUAL o_k OPPOSITE HAND W.C- Iw►TER CLOSET TAG- SEE SU F**S;H mA,,�R � ' t � �� =- 31 _ E 1- 2 ELECTRICAL DIMENSIONS PLAN COWACT• RICK SABATELLO E QUIP. TC Noon x DWG. AS x _ X LEGID0 R0 °" T AG _----- 3 ` j ` -" v PfiO • c847) 980 - !90 E�alsT• oasT,,� NOW ,� x_x NOTED p J& 3& -- El - 3 POWER AND SPECIAL SYSTEMS AND SECURITY PLM "` FAX• (847) 968-0294 ' � �2 E 1 -4 PANEL SC ,�. " FR" . rEDULES ..• ors• ..r 1m "'m m .. ON- E @ ric)c.Sat�stelo* del- pe.COm F. „� ELEVAT�oN Doc TAG- �" �- E2-1 LOW VOLTAGE WIRING PLAN ••• •�•" • ••'� •'x •� _ f DMA i A �_ *� •• �iwarc SCHED a � �G � . r� woa.r 1 s oorP LIS 29_ eoM wwc>f E2 - 2 VOICE - S x ON EOtlp_ � 3. a,ra,o� csI1EANERr ; � CART S><'oit15 J0. �t`�OBBr 10M OLD "lrllY 31- 'mil CLJCIaB► D ILI amem%amiummal" o ,� �- ��► 1111- � 31 Imo► - SP -1 SPECIFICATION P.O. BOX rn �. 3 am � m � � x_ � �► ICE 21. F�wc 3& � PM - SP -2 SPECIFICATIONS e,► • a so" s sour Nona z2 an I� AU CiAL�F � �� As. ,� eIr �� CONTACT DAVE " TAG- sm o� •m 24 o " � PUS 3 ; Dow-Is SP-3 SPECIf0fl0tVS • � COW IMS1 � 2& �s 00 SP -4 SPECIFICATIONS "aw o6/n PHOIS (707) 858-1505 1 � 1z � 2& WON= , - Pea a V. Smm �-- SP-5 SPECFDT06 at aftem smoft PROJECT 04�7687 CO NTACTS ABBR S LEGEND AR MAP DR INDEX sma mck. P SCALE- 1111111OW SIC SCKL MaIE SCKL , cs�l . 46 » ` l DIVISION OF WORK DOES EXIST LAND EXIST LANDLORD/ D/ TGC TENANT DOES S T TGC TENANT DOES EXIST LANDLORD/ TGC TENANT DESCRIPTION NOT TO REMARKS DESCRIPTION NOT TO LGC REMARKS DESCRIPTION NOT TO LGC REMARKS APPLY REMAIN FURN INSTALL FURN INSTALL FURN INSTALL APPLY REMAIN FURN INSTALL FURN INSTALL FURN INSTALL APPLY REMAIN FURN INSTALL FURN INSTALL FURN INSTALL DIVISION 1 GENERAL REQUIREMENTS ACOUSTICAL TILE CEILING � � SEE SHT A3.1 FOR LOCATIONS & NOTES ROOF MOUNTED EXHAUST FAN • AS APPLICABLE • SEE GENERAL NOTES PORCELAIN TILE EXISTING SEE PLUMBING DRAWINGS FOR LOCATIONS SEE FINISH SCHEDULE FOR LOCATIONS WATER SUPPLY STUB IN TO SPACE & NOTES DIVISION 2 SITE WORK VINYL STRIP FLOOR 1ILE -4X39, VT -1 SEE FINISH PLAN & SCHEDULE FOR LOCATIONS INSTALLED BY MANUF. S CONTRACTOR WATER SUPPLY DISTRIBUTION � � SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES DEMOLITION WORK • SLAB CUTS AS REQUIRED AND AS NOTED VINYL COMPOSITION TILE SEE FINISH SCHEDULE FOR LOCATIONS SANITARY STUB IN TO SPACE SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES SITE WORK N/A VINYL BASE ALL PERIMETER / WALL FIXTURES AND FLOOR FIXTURES SEE FINISH SCHEDULE FOR LOCATIONS SANITARY SEWER ROUGH -INS FOR PLUMBING FIXTURES 0 0 SEE PLUMBING DRAWINGS FOR LOCATIONS dt NOTES DIVISION 3 CONCRETE VINYL BASE ALL WALLS SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES AND COLUMNS � • TOILET. URINAL, ELEC. WATER COOLER � � PLUMBING FIXTURE SCHEDULE CONCRETE SLAB NEW AT TRENCH AREAS FLOOR TRANSITION STRIPS • SEE FINISH SCHEDULE FOR LOCATIONS RESTROOM SINKS SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES DIVISION 4 MASONRY PLUMBING FIXTURE SCHEDULE WALL COVER VINYL SEE FINISH SCHEDULE FOR LOCATIONS SINKS IN MILLWORK SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES MASONRY WALL PAINTING STOREFRONT (EXTERIOR) PLUMBING FIXTURE SCHEDULE GAS LINE STUB IN FOR *4 SEE MECH DRAWINGS FOR LOCATIONS do NOTES DIVISION 5 METALS PAINTING STOREFRONT (INTERIOR) SEE ELEVATIONS FOR LOCATIONS UTILITIES ROOF TO ROOF • STRUCTURAL FRAMING SYSTEMS PAINTING GENERAL STORE INTERIOR TOP UNITS STEEL LINTELS H- FRAMES WALLS SEE ELEVATIONS FOR LOCATIONS GAS WATER HEATER RTU-CURBS. MISC FABRICATION + FRAMES DOW FR IT E E S RIOR DOORS & SEE ELEVATIONS FOR LOCATIONS SHAMPOO SINKS DIVISION s WOODS & Pusnc PERIMETER WALL FIXTURES SEE ELEVATIONS FOR LOCATIONS SPRINKLER MAIN & SPRINKLER SYSTEM ui ROUGH CARPENTRY AS APP WOR EACH CONTRACTORS FRp PANELS SEE ELEVATIONS FOR LOCATIONS REWORK OF SPRINKLER SYS INCL PER LOCAL REQUIREMENTS TGC TO SUBMIT X DESIGN, HEADS & ACCESSORIES SPRINKLER DRAWINGS TO ULTA FOR REVIEW Q FINISH CARPENTRY • AS A P P LICABLE OF K TO EACH CONTRACTOR DIVISION 10 MISCELLANEOUS SPECIALTIES DIVISION 16 ELECTRICAL 0 MILL WORK TOILET ROOM ACCESSORIES SEE DETAILS FOR LOCATION & SCHEDULE SERVICE /MAIN/ SUB- PANELS � SEE ENGINEERING DRAWINGS FOR NOTES � ~ z TRANSFORMERS z 0 >= RESTROOM TRIM AND MOLDINGS TOILET ROOM MIRRORS L SUB-PANELS DISTMBU110N , SEE DETAILS FOR LOCATION do SCHEDULE �80� WIRING & OUTLETS • • SEE ENGINEERING DRAWINGS FOR NOTES 0 WALL BLOCKING SEE NOTES SHT A -1.1 do A -2.1 EXTERIOR SIGNS REFER TO DIVISION 16 FINAL CONNECTION BY TGC & FL � BO D ES CONOUIT J -80XES SEE ENGINEERING DRAWINGS FOR NOTES u C=== BLOCKING FOR PERIMETER WALL ®W = FIXTURES IN SALES AREA SURFACE MOUNTED CASH COUNTER/RECEPTION DESK UNDERGROUND WIRING, BOXES SEE ENGINEERING DRAWINGS FOR NOTES Ir' d. (a Im DIVISION 7 THERMAL do MOISTURE CONTROL SEE ENGINEERING DRAWINGS FOR NOTES SALES AREA FIXTURES WIRING & J -BOXES FOR FIXTURES ROOF INSULATION • I TERIOR SIGNAGE � GRAPHICS SEE SIGNAGE PACKAGE FOR DETAILS NON - ILLUMINATED EXT. SIGN WIRING & TIME CLOCKS SEE ENGINEERING DRAWINGS FOR NOTES >- < 0 ROOF ACCESS AND LADDER INTERIOR SIGNAGE (ILLUMINATED) EXTERIOR LIGHTING SEE ENGINEERING DRAWINGS FOR NOTES J 0= 1 1/2 INSULATION � ♦A ON FURRE OUT WALLS AND RACKETS A N G , UPRIGHTS Y INTERIOR GENERAL LIGHTING W/LAMPS 0 cc le W DIVISION 6 DOORS, WINDOWS & GLASS SOUND SYSTEM & SPEAKERS REFER TO ELEC. FOR TGC SCOPE OF WORK WIRING IC J FOR INTERIOR TRACK SEE ENGINEERING DRAWINGS FOR NOTES � CL I. • 1 —UGH11NG AND TIMERS EXTERIOR DOOR, FRAMES AND SALON FIXTURES ATI NG ALL HARDWARE • SEE DOOR do HARDWARE SCHEDULES CABINETS INTERIOR TRACK do ACCENT LIGHTING W pS 0 SEE ENGINEERING DRAWINGS FOR NOTES TERI� S, FRAMES AND SEE DOOR & HARDWARE SCHEDULES OFFICE FIXTURES, SHELVING UPRIGHTS & iBRACKETS EXIT & EMERGENCY LIGHTING SEE ENGINEERING DRAWINGS FOR NOTES o ro STOREFRONT GLAZING 0 O 'o SEE DOOR & HARDWARE AFE "t EQUIPMEN a ARE SCHEDULES QUIREYENTS FOR MECH � SEE ENGINEERING DRAWINGS FOR NOTES HAIR COLOR AND SKIN CARE MIRROR COFFEE MAKER & REFRIGERATORS * WEATHER PROOF RECEPTACLE O DOOR VISION PANELS WITH ONE EA. HVAC UNIT WAY MIRRORS GLAZING • • SEE DOOR IC HARDWARE SCHEDULES FIRE EXTINGUISHERS 0 COMPLY WITH LOCAL. CODE REQUIREMENTS PUSH BUTTON CONDUIT AND WI Y � ; .0 4 8 RE 8 TGC SALON STATION MIRRORS SECURITY SYSTEMS 0 FIRE ALARM SYSTEM AS REQUIRED BY LANDLORD AND LOCAL CODES io 0 REFER TO ELEC. DWMGS. AND NOTES FOR MORE INFO. • _ = COLUMN ENCLOSURES LOCKERS CHECK -POINT SECURITY SYSTEM CONDUIT BY TGC IF REQUIRED BY CODE i c O STOREFRONT YOOIFICAlION REFER TO ELEC. DINGS. AND NOTES FOR MORE INFO. Z o t = a SALON TIP BOX • VERIFY WITH ULTA W HME TO INSTALL SECURITY SYSTEM (GENERAL) CONDUIT BY TGC F REQUIRED BY CODE i REFER TO ELEC. DWGS. AND NOTES FOR MORE INFO. _o DIVISION 9 FINISHES DIVISION 15 MECHANICAL FOR SOUND SYST � �� S � � CONDUIT BY TGC E REQU�ED BY CODE � t Z LF e m b DEMISING PARTITION J ROOF TOP UNITS/HVAC EQUIPMENT CONDUIT -BOXES. C REFER TO ELEC. DWMGS, AND NOTES FOR MORE INFO. = p o � � SEE MECH DRAWINGS do NOTES INCLUDES GAS PIPING IT - BOXES. OVERPLATES C REFER TO ELEC. DINGS, AND NOTES FOR CONDUIT BY TGC IF REQUIRED BY CODE no 0 o • IN MORE INFO. V t 02 6 a *- METAL STUD /GYP BD (INTERIOR) WIRE ROOF DRAINAGE SEE MECH DRAWINGS O NOTES CONDUIT, J- BOXES. COVERPLATES � • CONDUIT BY TGC IF REQUIRED BY CODE FOR SATELLITE CONNECTION FURRED GYP R ON MASONRY CONDUIT, SECURITY SYSTEM. J -BOXES REFER M ELEC. DWMGS, AND NOTES FOR MORE INFO. WALLS CONCRETE AS REQUIRED CONDENSATE DRAINAGE SEE MECH DRAWINGS FOR LOCATIONS do NOTES COVERPL,ATES � � ELEC. DWC�. AND NOTES FOR MORE INFO. CONDUIT BY TGC IF REQUIRED BY CODE /CERAMIC TILE • � FM HVAC DISTRIBUTION • SEE TECH DRAWINGS FOR LOCATIONS do NOTES TELEPHONE SERVICE CONDUIT STUB WASHER OR1fER VENTS • • SEE ME CH DRAWINGS FOR LOCATIONS do NOTES FOR STHROUGH ROOF GAS WATER DATER INTAKE AND � COORDINATIE NTH EXHAUST Revisions LEGEND A I SSLJ ED FOR PERMIT 06/29/05 A LGC = LANDLORD GENERAL CONTRACTOR D TGC = TENANT GENERAL CONTRACTOR Q QQ�J Z 1 ��" = VERIFY IN FIELD ` WOO , �. 1 O� 1 v 1 , POW Cat: N� G�� fI�El�►�t��i A� C1�1wCES � AM Hamm D"mn CheCkW Bp FWL aw sea* Date .b1 l0. 04�7687 Sh CS�2 r rwiw cz s sums *X#4 OR ompw V AD y ' o. i T -12 1 sw Gr.MRy Ow Fo u - , �1r ww Maw1s AL -A 4 ALLA r AL-0 f TAW YOL = ALU 126 ATA 4JLTA NOW- 608 AL-0 , glow 10"M - Aw SALON WA AP 29 Al PAW 24 C 1 4 ORAN= FILE 9 C-O! ! 1 0RA9M FILE ` " C-w 1 DR AW CANNET 8 C-06 4 $TATM CNAw 6 1- Boxed Sets Tables Revisions TOC Tn Sc TO 114010" wwa Hard Candy 3 ALID Am LEI,CTN MO C-a 1 I I/rAMA UN f � WOMEN'S: "OD UM Studio Gear 9 Linear ALLAT1011 C-10 1 Tf>R N 3 Frag Promo Linear 4 LTA ALL. 1 CMB 6 4- Tables (equiv. to 8') STNAM NEAw C-16 17 1AlIC -OW T 00.11U $LOT • 1 -Boxed Sets Tables ATA . ■RACKM C-1. f CHM 64 C , Ultima II 6 TOTAL Linear 104 LTA G.C. C-10A 3 11WM �.,. G.C. jj 4A ,R , . LTA VAIR Log C -20 ! TT Z C -21 1 SKINCARE: C -22 1 LTA LTA C-24 , LMARY U LTA Bath C - 25 , 1R N LOUNGE `r- C -27 4 LAMP a" p1A1E10 C -n , ACiAL TROLLEY 3 C -30 1 CLOCK C. C-32 , CAM swoOL 8 FFT , Tulet FNAGRAF,cR 6 Colonial Candle 4 3 Primal Elements FR-12 , ova a ON - , CHAN 4 FR -13 , TAKE 3 Yankee 4 LTA LTA r- 0-1 of NEKHANW VANDAL 41r GONDOLA 0-2 40 OANDAL 3r GONDOLA 0-3 22 MOKMANM W/ t0wAn RANDAL 44r GONDOLA AIEL 4 G 30 0111MIETAL GONDOLA PAIND& 1 4r GONDOLA a-4A s GGONDMA GONDOLA TOTAL Linear • SO1OMA A< Bar." IH, , oowlEU 004RI n A/ --10, t I�AlO l�AIO 1,-20 , C=M .A11 ROADAL FAUCET my LTA LTA C. c PCA: ac Pro Salon: LTA wi g Hair Dryers 16 Mama 1AIIfTY R/ �T 20 Amer Crew WTALLED LTA CC Hair Setters ac Artec 8 4 *M F 1E-907 1 mm wMM R/ ow .eTAUm Mirrors 8 Bain De Terre 2 LTA Q Q LOLINK 4 *-212 1 a x w := 2 4 1E N RANDIAlL Styling Tools 12 Brocato/D:Fi 2 Y-213 , i 11110 G Webb 4 v.1G NIUMO 3M NV-214 1 00UMER�" 1R>NfY am 1MN1 LIM G. C. A,oA,os ISO 2 `M 4 IHSOd , Y sMF sTAT10N 4 *-GO3 1 s NAIL MEFAX *-a" , 00m. "NN 3 KMS 4 `U Tql Lama 2 LTA *--on T IBM 14 *-ao. 4 LAMP *-910 3 PAIL r *-013 ! as FwAot RiElt vw1FY UM WKJLV� I= r-ees a Tai s 36 *-•e1. 2 `� "7 2 Paul Mitchel 14 � . Aa�F EN.OIM 12 r~ s TIME Hair Color • P>f0110 4 P-M 7 1M i. WT RANDAL 8 P'1 Ts WALL ul.T wlo-alET,1L P'2 s WALL UNT 1 WILL F"!A 7 1 1 L uMT uwa ►ql� 1 WILL LNIT P3 S UOLL PS 1 TMKl 24 PCA 3 1M<L 1A.T Ofteft Iff MML Uwr D1LILLEM Total Liquid Subtotal 138 LU AT A 4LY 1 1101011D AND M� HOLM LU Qa Na 37B1 Ta E 1101 Kim Nail Bar Fortune 16 Y E Em Clearance 4 Pro Bnjsh 11100010 wT La GLa TOTAL Linear -� AFL. Tai 1 iaF/AS AT L' Ensemble Fodures AF.F. 1r-o4 , STwr Ilarm sww 9 . 40ND ON T-0a 3 TIM OM6lATB) CI= I ANK 061* DOOR 0 T-N 1 DOS 9009M AT Fraprarwe 104 -4' A/�i Mail Product AT A N ' T M LMT 'K NLNI Pro Salon A T 401 1OCw/E AT 710 , Dort DOOR son am rt� NKNT AT 7r AW T -" t �� M aW T -12 1 sw � Ono= Category Linear Category Linear too" r T--M 1 S� OIMI Fragrance: 126 ATA 4JLTA T-s . aar■Eee 608 PO I I I I TOW Linear I 9" AREA BREAKDOWN U1111610 FOWAM Category Linear Category Linear too" Prestige Cosmetics: TOTAL SQUARE FOOTAGE Fragrance: 126 ATA 4JLTA COLOR: 608 MENDS: ,LTA WA Urban Decay 6 Linear 24 ATA MTA E Aden l id 9 Fra Promo Linear 4 VA ` " 6 1- Tables (equiv. to 8) 8 ATA G.C. Joe NY 6 1- Boxed Sets Tables Revisions ATA LTA G.C. G.C. Hard Candy 3 Total Men's Footage: 36 LTA S.C. Trucco 1 Zhen 6 WOMEN'S: LTA ac Studio Gear 9 Linear 28 Direr By Chetced By ROl 3 Frag Promo Linear 4 LTA I at CMB 6 4- Tables (equiv. to 8') 32 Iman 1 13ourlois 6 1 -Boxed Sets Tables ATA ac. 9 Total Women's Footage: 64 LTA G.C. Ultima II 6 TOTAL Linear 104 LTA G.C. Growth Promo 6 LTA G.C. Subtotal: 81 LTA 4LC. LTA G.C. SKINCARE: • Bath. LTA LTA C. QCL M isc Skin 6 U LTA Bath 16 LTA `r- Formativ 3 Prestige Bath 24 LTA LTA aG C. Derrnablend 3 Bath Accessories 8 LTA C. Neostrata 6 Everyday Bath 8 LTA LTA Q Murad 6 Colonial Candle 4 3 Primal Elements 4 LTA C. PTR LTA a and Formulations 3 Clr Burke 4 LTA C Serious Skin 3 Yankee 4 LTA LTA r- Growth (Promo) 6 Health & Wellness 32 LTA c Subtotal: 39 Yoga 24 LTA 44 Clearance 4 LTA C.Q PCA Skirt 6 LTA Q.CL TOTAL Linear 126 TOTAL Linear 132 LTA LTA G6 c. Category Linear Category Linear LTA LTA C. c PCA: Pro Salon: LTA « Hair Dryers 16 ABBA 2 20 Amer Crew Curling Irons LTA CC Hair Setters 8 Artec 8 4 Avlon/Mizani 2 PCA Skin LU Mirrors 8 Bain De Terre 2 LTA Q Q Grooming 4 Bio Silk 2 Styling Tools 12 Brocato/D:Fi 2 LTA C Clearalnoe 4 G Webb 4 LTA Goldwell 2 LIM G. C. ISO 2 `M 4 Joico 4 LU LTA X. Kenra 2 LTJI TOTAL Linear 76 KMS 4 `U Lama 2 LTA Matrix 14 LTA 0% Nexxus 6 LU Mass Product: Nioxin 4 Haircare 36 OSIS 2 `� Fashion Hair Access. 24 Paul Mitchel 14 Hair Accessories 12 Redken 14 ` Hair Color 24 Rusk 4 LTA LTA Cosmetic 8 §LaM Hair 4 L,x Trial 4 TIGI 6 Oral Appliainces 4 WellaJSebastian 8 LTA LTA Cos scat 8 Promo 24 LTA Skincare 44 Total Liquid Subtotal 138 LU Suncare 8 LU Qa Mass Cosmetics 120 Nail Bar Fortune 16 Clearance 4 Pro Bnjsh 16 La GLa TOTAL Linear 296 TOTAL Pro Salon Linear 170 L' Ensemble Fodures 5 P1e5fte Cve. 126 ,A Pro Retain Promo Fodwes 2 Bath 132 Fraprarwe 104 Mail Product 29 PCA 76 Pro Salon 170 I I I I TOW Linear I 9" AREA BREAKDOWN U1111610 FOWAM AREA /S.F SALES/RETAIL AREA 8548 SALON AREA 1535 SUPPORT AREA p�ir�,L�► 1876 TOTAL SQUARE FOOTAGE 11959 CATEGORIES UPDATED- 4/1 3L;22! U1111610 FOWAM ACRA . 63 f— Z z PRO RETAIL 1 96 170 CL PRESTIGE COSMETICS 1 41 126 CErERAL WERCHANOISE 616 608 FRAGRANCE 104 PCA so @A TH 132 MASS PRODl1CT5 296 a.rg�� CLEARANCE 16 4C o• IL I. FZ1 Revisions A ISSUED FOR PERMIT cs /29 /05 Q 1�� E 953 904 COLOR /DRYING PROCESSING (E) - - SHAMPOO PRO- RETAIL ----- --------------- -------------- I 1 1 1 �J Q 6) i5 � 4 p��v�� 1 3 Q141WEBALLIED PANEL PLACEMENT N.%r- H AA? FASHNONS — ALL ALLIED PANELS — U �� ,` „� HAIR ACCFSSOWS — ALL ALLIED P AMa.S COSMETIC APPLICATORS TORS — ALL ALLIED PANELS t � v� ��pt C 1Qti TRIAL — ALL ALLIED PAWLS PRO BRUSH - I ALLIED P ANEL A T Oki T50E ENO BA71H ACMSSORIES - A ALLIED PAS MASS COSMETICS ON MALL — ALL AILED PALLS EA9 HA R — ALLIED P ANEL MASS C0 W11CS: BEN THE ENT>RE GONDQA IS MASS r 0 METOCS TFE)wl UNIT IS ALL UNI"Ea 1*11EN MAW Co ME SHARES A GONDOLA U1 1 4 O THER CATEGORIES THE ALLIED PANEL NEED TO BE USED FOR THAT MASS COS E 71CS LREAR FOOTAGE_ U'F" THERE IS 24` OF MASS C06NE71CS ON THE WALL TIE BRAS THAT WL 00 M THAT UNEAR 141 ALWAYS BE ALUAY AND REkOM. FOR THM UtANDS, TW OUIRKMANS THAT CC CRi THE. U%LL D0 NOT 00 ON INOW SEC71134S OM TO THE CA8111EIRY BOM USED B'Y 7W %000_ I H A (FIXTURE PLAN SME- t /f =1' -w _ ww.— ....�.. —. ...^ _..►•�7�•. � —� . -� ...�....�..... � �...�.. .�r ..�- �..w•.�..a•�• ,.nom ....,...s- ....a.�. .-.^.►-�_+M�rl+• �..,.,w„�,r,�,r�. -_„�•�•i/..,��.—'7�► EXISING ELEC. �OOM N.I.C. q DM HAIR SPRINKLER STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR SKINCARE STAGING ROOM � W 63 f— Z z Za o MW C'3 Z 4 �W= � CL � W �Y X� D (L ed Q 0 R 0 1 0 t3 40 e , wvn �'' ' to 0 v0 IL ..» Z 0 It = t X. • a a.rg�� 0 0 •► _ " •f 4C o• IL I. FZ1 Revisions A ISSUED FOR PERMIT cs /29 /05 Q Q � 0 0 db war ars. sQ R.s uE +E- PIM � DX !� # 1R in x aw fflw �tss#vma0a� •oo or RRAIM $o swims ro e$aNNs 18061w Direr By Chetced By ROl 8'M Soda Date AS N10TED Joe "a- 04�7687 9»!t Nip, A�'tl _ ww.— ....�.. —. ...^ _..►•�7�•. � —� . -� ...�....�..... � �...�.. .�r ..�- �..w•.�..a•�• ,.nom ....,...s- ....a.�. .-.^.►-�_+M�rl+• �..,.,w„�,r,�,r�. -_„�•�•i/..,��.—'7�► EXISING ELEC. �OOM N.I.C. q DM HAIR SPRINKLER STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR SKINCARE STAGING ROOM GENERAL NOTES: 1. ALL IN WALL BLOCKING BY T.G.C. 2. PLYWOOD BLOCKING IN WALL BETWEEN STUDS FOR ANCHORING 3. ALL WOOD BLOCKING TO BE 3/4" THICK FIRE RETARDANT TREATED (AS REQ'D BY CODE) PERIMETER WALL CASE FIXTURES: 1. INSTALL 2% 4" HORIZONTAL FURRING STRIPS ON FACE OF GYP. BD. TO METAL STUDS WHERE PERIMETER WALL FIXTURES OCCUR. MOUNTING HEIGHT TO BE 96 7/8" A.F.F. (REFER TO DETAIL). CONFIRM EXACT QUANTITY, LOCATION AND SPACING WITH FIXTURE MANUFACTURER REPRESENTATIVE. OFFICE: COUNTER TOP - 18" HIGH BLOCKING O 30" A.F.F. CENTERED SHELVING - 36" HIGH BLOCKING O 63" A.F.F. CENTERED SHAMPOO: SHAMPOO BASE CABINET - 18" HIGH BLOCKING O 40" A.F.F. CENTERED SHAMPOO WALL CABINET - SURFACE MOUNT FRENCH CLEAT STAGING AREA - BLOCKING O 1' -0 5' -0" AND 9' -0" A.F.F. AT C -15 FIXTURES. BLOCKING NOTES SCALE: NONE A. FRAME TIGHT TO COLUMN �- z _ � J �v �o E 2 ATYPICAL COLUMN DETAIL SCALE: t 1 /2"=t' -0' �7 000 00� LATERALLY BRACE TO STRUCTURE ABOVE � USING METAL STUDS. WALLS TO HAVE \ 1 MAXIMUM UNBRACED LENGTH OF 4'-0" LINE OF ___ ��REFLECTED CE EE STL. STUD/RUNNER - O 16' O.C. SEE PLAN FOR STUD SIZE --.--P DRIVEN B FASTENER O 32' 0 O.C. (TYP.) 25 GA. 1 5/8" METAL-- - STUD FRAMING CLIP TO EXISTING COLUMN O 4' -0" O.C. VERTICAL TO 6" ABOVE CLG. -- TYP. 5/8" GYP. BD. P - 1 � VB - 1 EXISTING COLUMN V.I.F CLEAT - OCCURS ERIMETER WALL IRES ONLY - SEE 1.1 BD. - 5/8" ATERALLY BRACE TO ` STRUCTURE ABOVE USING METAL STUDS. WALLS TO HAVE � 1 AXIMUM UNBRACED _NGTH OF 4' -0" NE OF CEILING- SEE EFLECTED CEILING WALL CLEAT - OCCURS AT PERIMETER WALL FIXTURES ONLY - SEE 1/A -1.1 SOUND ATTENUATED INSULATION GYP. BD. - 5/8 " 6 (CEMENT BD. AS REQ'D.) STL. STUD/RUNNER - O 16" O.C. SEE PLAN FOR STUD SIZE OWER DRIVEN FASTENER O 32" • O.C. (TYP.) LATERALLY BRACE TO STRUCTURE ABOVE USING METAL STUDS. WALLS TO ` HAVE MAXIMUM UNBRACED \ 1 LENGTH OF 4' -0' 2" APPUED WOOD TRIM SUPPLIED BY MILLWORKER INSTALLED BY G.C. SEE ELEVATIONS FOR LOCATIONS ir ��LINE OF CEILING- SEE REFLECTED CEILING 6" OR 8" MTL STUD O 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES - SEE { PLAN FOR STUD SIZES P TO EXIST. WALL E OF CEIUNG- SEE 7 LECTED COUNG LL CLEAT - OCCURS PERIMETER WALL TURES ONLY - SEE EXISTING WALL I GYP. BD. - 5/8" F.C. SERVK SIDE BLACK IRON STIFFNER IN METAL STUDS L: STEEL STUD/RUNNER O 16" O.C. SEE PLAN ! WER DRIVEN FOR STUD SIZE FASTENER O 32' WER DRIVEN O.C. (TYP.) O FASTENER O 32" VERIFY D o O.C. (TYP.) • W/PLAN 1) THE BOTTOM PLATE OF ALL INTERIOR PARTITIONS SHALL BE ATTA O FLOOR W/ .177 SHANK DIA. x 1 7/16" PENETRATION O 32" O.C. POWER DRIVEN FASTENER HILTI OR EQ. TYP. ICBO#2388 2) INTERIOR PARTITION SIZING: UP TO STD SPACE O� • � 3.585T25 2' -0" 16' -0' 3585T25 1'_4' 15' -0" 3.58ST22 2' -0" 17' -3" 3 T 2 1' _4" 15' 7` 3.585T20 2' - 0" 1 T - !!' �' T '9 - 4 " 3; 'T�-E TOP TRACK OF EACH- f' ALL kE)GK , T WALT SH ALL BE ATTACHED DARE: T T O TW FRA&04G w-fh rHE WALL 5 - _AR Mo FRAMING AND TO BLOCII10W BETWEN FRAMWr a 4• -0" Tim 'WALL, IS PARALLCL TO TW FRAI11ING. 4 oROYM MlIN 2' -(r HIGH CEMMT BOARD O FLOOR 80*W ALL FRP- 5) PROVIDE CEMENT BOARD UNDER ALL uALL 6) NOTE_ ALL BRACMIG NO SJSNAIDED T5 ARE FRa1 S?WjC7uRE (NOT FROM DECK]L DO NOT PDC7RA 1 HRCU G H DES ABOVE. � WALL TYPES sum ,_,/r.,- -c Y l' ,%;, a% `m3mt T .mQ! +A UNE OF CEILING - SEE REFLECTED CEILING ALL CLEAT - CCURS AT ERIMETER WALL XTURES ONLY SEE 1/A-1.1 NE OF KISTING EMISING/ KTERIOR ALL F. DOES NOT REQUIRE BRACING OF CEILING- SEE LECTED CEILING GYP. BD. — 5/8 STL STUD/ RUNNER - 35/8 0 1 6'O.C. POWER DRIVEN FASTENER O 32" O.C. (Typ•) COL PR O, 41L VV NoRtN A DIMENSION PLAN I � Sxc^fE__ .. -� � �. .� - .�. �- .sue.+.- •- r..�w�.�. _.. ....�._ VIA Q P W Q � Z UJ 0 Lu rc Q D 4c I �Y3 as J t F W O Z a� W z IL o ON= pm W J 03 Revisions A ISSUED FOR PERMIT 06/29/05 O VOF 0 0 0 0 E 7 �r cool" aw As RAs WK m rE- ��Rl��iwA�� Mo NS cs MAIM 10 AM ammsrm Dram By Chede0 ROL Seam Darts AS M 07ED Job i 04 Stmt mm A�2.1 i DM HAIR SPRINKLER STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR SKINCARF RTAriNr. onnu J O� • � WO a M: � r . r► :10 00 Z0Ngo I 4 MLr zo = o -s r* �$� • <:� a as J t F W O Z a� W z IL o ON= pm W J 03 Revisions A ISSUED FOR PERMIT 06/29/05 O VOF 0 0 0 0 E 7 �r cool" aw As RAs WK m rE- ��Rl��iwA�� Mo NS cs MAIM 10 AM ammsrm Dram By Chede0 ROL Seam Darts AS M 07ED Job i 04 Stmt mm A�2.1 i DM HAIR SPRINKLER STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR SKINCARF RTAriNr. onnu T ar•awr�rw-rwrc�rs . TAG SZE DR. FRAME FNSH HDW TYPE o0MMEN73 TAG SZE DR. FINISH HDW TYPE OOMMEN 100 SALES — EXTERIOR STORE mm� mom=== �� =zoom= �� FRONT (2) 3' -O X 7' -0` ALUM. ALUM. PAINT 10o A 1,3,5,7,8 t 2' -6" x 6' - x A EXTERIOR STOREFRONT HARDWARE TO MATCH HANDLES 108A CORRIDOR 100 X 1 -3/4" EXIST. { ) 1_3/8 WOOD LL. WOOD WD -1 1108 C 1,2 3' -0" X 7' -0" X 3' -0" X 6' -8" X ITEM QUANTITY FINISH MANUF. MODEL # ITEM QUANTITY FINISH MANUF. MODEL # Ot 1- 3/4» WOOD WOOD WD -1 101 A B 1, 2 t 1 - 3/8` WOOD WOOD WD -1 110C C 1, 2 4' -0" X 7' -0" X - - LEAF SPRING HINGES AUTOMATIC FLUSH BOLT NEW HAGER MM. ON INACTIVE BUTTS 1 -1 2 PR. US32 -D HAGER 1250 4x4 EXIST. EXIST. 3'-O X 7 -0 X / 01 1 -3/4 ALUM. ALUM. EXIST. 1018 (F) 1,2,3,4,5 t12 1_3/4» WOOD W000 WD -1 112 D 1,2 G.C. VERIFY Ot 7 ' - O w X 10' -0" EXIST. » • - " DOOR HOLDER 1 PA28 IVES ARM KICK DOWN s7m EXIST. 3 -0 X 7 -0 X 4 1 /2 x4 1 /2 B.B. DOOR HOLDER 52 STEEL CHI STEEL 1018 H 4 1t3 1 _3/4» WOOD W000 WD -1 113 B j 1,2 BUTTS NEW HAGER W/ NON REMOVABLE 3'-O X 7' -0" X PINS STOP 1 US32 -D IVES WS407CCV 102 2' -0" X 7' -0" X SEE 1-3/40 WOOD WOOD WD- 102 G 1 tt4 1-3/4" WOOD WOOD ELEV. 114 8 1,2 PUSH NEW 3' -0" 7' -0" X S.S. DE - EA. SIDE - - w KICKPLATE 2 SATIN IVES 400. 10 HIGH x 35 103 1 -3/4" X WOOD WOOD WD - 1 103 D 1, � ALL WOOD SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE LOCAL _ PULL 2 NEW ELMES T6010 - 01 - 001 - 1 - 452 3 • -0 w X 7 - w X ACCESSIBILITY CODES (INCLUDING BUT NOT LIMITED TO MOUNTING HEIGHTS, OPERATING 104 1-3/4 WOOD WOOD WD -1 104 D 1.2 FORCE do GRIP REQUIREMENTS )• 1088 C RIDOR (BA 2. ALL TRIM FOR INTERIOR DOORS TO MATCH DOOR FINISH DOUBLE KEYED/ 3' -0" X 7' -0" X 3. ALL EXTERIOR DOORS AND HARDWARE SHALL BE PROVIDED BY G.C. LOCKSET 1 BEST CYLINDER DEADBOLT ITEM QUANTITY FINISH MANUF. MODEL � � WOOD WOOD WD -1 lOBA Q 1,2 4• G.C. VERIFY HARDWARE ON EXISTING EXTERIOR DOORS. 1 w 1 - 3/4" 5. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT KEY OR SPECIAL KNOWLEDGE. 4 ■ 6. PROVIDE NEW DOOR PULLS. PAINT EXISTING DOOR TO MATCH SURROUNDING EXIST. _ 4 1/2 1 /2" 1 -3/4" EXIST 1088 (F) 1,2.3.4,5 — 0 X 7 - X EXIST. EXIST. STOREFRONT_ CLOSERS/PIVOTS 2 — TOP JAMB MOUNT BUTTS 1_1/2 PR. — HEAVY DU . ALUM. ALUM. 7, EXTERIOR EXIT DOOR SHALL HAVE SIGN ON OR ADJACENT TO DOOR THAT STATES SCHEDULE 3' -0" X 7'--0" X "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" WITH 1" HIGH THRESHOLD NEW NEW IN COMPLIANCE W/ S8D W WOOD BLOCKING LETTERS IN CONTRASTING COLOR WITH BACKGROUND ANSI CABO PANIC DEVICE / WOOD W000 WD -1 109 6 1,2 EXIST. - VON DUPRIN 1609 STRI 1- 3/4 8. MAXIMUM EFFORT TO OPEN DOORS SHALL NOT EXCEED: KE W/ N METAL STUD CONSTRUCTION 1 .13.6 880DT TRIM 10 3' - X 7' - X A. 15.0 L.B.F. (67N) FOR EXTERIOR DOORS. GASKETASKETING & N SEE PARTITION TYPES 1 -3/4 WOOD WOOD WD -1 110A B 1,2 B. 5.0 L.B.F. (22N) FOR INTERIOR DOORS W /OUT CLOSER. WEATHERSTRIP NEW NEW SILL SWEEPS _ _ HEAVY -DUTY SPEC. 0 C. 1s.o L.B.F. s7 FOR FIRE oOORS. CLOSERS EXIST. W/ THRU BOLTS PRE - MANUFACTURED CAN -DOR Co PREFINISHED MAPLE 2 PIECE JAMB 101 A STAGING GASKETING do �4- DOOR _ WEATHERSTRIP EXIST. DOOR -SEE DOOR SCHEDULE SCALE: NONE ITEM QUANTITY FINISH MANUF. MODEL # SILL SWEEPS KEY MAT'L. MFG. SPECIFICATION BUTTS 1-1/2 PR. US32 -D HAGER SPRING NG Q xHINGES THRESHOLD EXIST. - Aj Z DESCRIPT. CATION NOTES: . " " LOCKSET 1 626 SCHLAGE PASSAGE LOCKSET KICKPLATE EXIST SATIN - #8400, 10 HIGHx35 W AL10S JUPITER S.S. WIDE -PUSH SIDE � Z ACT -1 ACCOUSTIC USG INTERIORS RADAR #2120, 2' -0" x 2' -0` x 5/8" NON- DIRECT. #20 FOR H.M. 0 TILE INC. TEGLAR EDGE (WHITE) W/ DONN DX EXPOSED SUSP. SYST. (WHITE) DOOR HOLDER 1 PA28 EVES 5m ARM KICK DOWN SILENCERS EXIST. - IVES FRAMES W Z FB - FABRIC DESIGNTEX GROOVY STRIPE - WINTER, 72" WIDTH DOOR HOLDER 2 w (3 0 STYLE: 8078; COLOR: 101, 10OX TREVIRA FR POLYESTER STOP 1 US32 -D IVES WS407CCV 109 MEN Z CC � MT - METAL STYLEMARK #120 ALUMINUM FINISH: BUFFED SATIN ®WT Co d. CO FINISH OR EQUAL TEL. (612) 803 -9830; CONTACT: LARRY KICKPLATE 2 SATIN IVES 400. 10" HIGH x 35 ITEM QUANTITY FINISH MANUF. MODEL # 3 < W METAL STYLEMR EXTRUSION B AK #, ASE #410443, 410466; BUFFED SATIN S.S. DE - EA. SIDE BUTTS (o � 1250 4x4 FINISH OR EQUAL TEL. (612) 803 -9830; CONTACT: LARRY 1018 STAGING — EXTERIOR 1 -1 /2 PR. US26 -D HAGER SPRING HINGES �• '� _ SUPER COLOR: : WHITE SATIN ATIN FINISH ON WALLS AND LOCKSET i PRIVACY LOCKSET D O OR JAM C ) S 626 SCHLAGE D ..1 P 1 PAINT BENJAMIN READY -MIX AL40 JUPITER — CEILINGS FLAT FINISH ON SOFFITS AND ITEM QUANTITY FINISH MANUF. MODEL # MOORE TEL. (800) 642 -5678; CONTACT: M. HOFFMAN SCALE: 1"=l'-O' 3: 0 PLASTIC FORMICA #925; COLOR: CHAMPAGNE BUTTS 1 -1/2 PR. US32 -D HAGER STOP 1 US32 -D IVES WS407CCV � �... i 250 4x4 be 0 PL - SPRING HINGES ACCESSIBILITY do � :) LAMINATE TEL. (800) 367 --8422 LOCATE CLOSERS GENDER SIGNAGE � LL H LOCKSET 1 62fi SCHLAGE PASSAGE LOCKSET INSIDE AS PER STATE & PL -2 PLASTIC FORMICA #933 -90; COLOR: MISSION WHITE TEL. (800) 367 -8422 AL10S JUPITER 110A WOMEN LAMINATE J L- LOCAL CODES DOOR HOLDER 1 PA28 IVES 5" ARM KICK DOWN ITEM QUANTITY FINISH MANUF. MODEL # ALUM. STRFT (ONLY O RESTROOM PLASTIC DOOR HOLDER 52 DOORS BY DOORS) o #MIX041 -G; COLOR: ANIGRE (GLOSS FINISH) o BUTTS 1250 4x4 STOREFRONT v L -3 LAMINATE PIONITE TEL. (847) 678 -7500; CONTACT: MICHAEL COOK ( p � _ / . o' PLASTIC E 101 -G• COLOR: BLACK STS' 1 US32 -D IVES WS407CCV 1 1 /2 PR. US26 -D HAGER 0 10 SPRING HINGES MFR,) � A 46 GLOSS FINISH) ' o a PA Co • L -4 LAMINATE PIONITE TEL (847) 678 -7500; CONTACT: MICHAEL COOK SSA KICKPLATE 2 SATIN IVES 400, 10 HIGH x 35 LOCKSET 1 626 SCHLAGE LOCKSET = CUSTOM S.S. o w R -200 BLACK GALAXY (SEMI - MATTE) GROUT COLOR: MAPEI 27 SILVER S.S. DE - EA. SIDE AL10 JUPITER � m PULLS TO BE _ .I � � � PORCELAIN GRANITI O PT -1 TILE FlANDRE 12`x12" Nom.. 30 cmx30 cm Actual Size 11 3/4 "x11 3/4 1/8" GROUT JOINT PURCHASED AND FURNISHED I f o N6 ( / ) / BY ULTA INSTALLED BY G.C. STOP 1 S.32-D IVES WS407CCV PROVIDED BY TEL (630) 285 -1110; CONTACT: JANET MARTINEZ 101 C ST AGING — EXTERIOR v ULTA 'S G.C. M CAN - DOR SOLID i ' R -290 ROCKWEEL WHITE (SEMI - MATTE) GROUT COLOR: MAPEI 27 SILVER 11 WOMEN I CORE PLAIN SLICED : o 12 PORCELAIN GRANITI Nom.. 30 cmx30 cm (Actual Size 11 3/4 ` x11 3/4 ") 1/8" GROUT JOINT HED ITEM PURCHASED AND FURNISHED • c o PT -2 TILE FlANDRE "x12` QUANTITY FINISH MANUF. MODEL # L FLUSH -BOLT 13 WHITE MAPLE Z o 3 = o TEL (630) 285 -1110; CONTACT: JANET MARIINEZ BY ULTA INSTALLED BY G.C. ITEM QUANTITY FINISH MANUF. MODEL # A OCK CYLINDER TOP AND PREMACHINED FLUSH < 0 : E _ o DOOR W/ p 'd P BIANCO MONTORFANO (SEMI - MATTE) GROUT COLOR: MAPEI 27 GUIDES EXIST. - EXIST. 1250 3.5x3.5 BOTTOM �' = o de PT - FIE SILVER; 12 "x12" Nom.. 30 cmx30 cm (Actual Size 11 3/4`x11 3/4 ") 1 /8 PREFlNISHED MAPLE " GROUT JOINT PURCHASED AND FURNISHED BUTTS 1 -1 /2 PR. US26 -D HAGER SPRING HINGES E _ a? TEL (630) 285 -1110; CONTACT: JANET MAR71NEZ BY ULTA INSTALLED BY G.C. 2 PIECE JAMB BRACKETS EXIST. - EXIST. PRIVACY LOCKSET = � � � o LOCKSET 1 626 SCHLAGE AL40 JUPITER i - VISION PANEL V < A PT -4 P ORCELAIN � GRANITI PF230 PIETRA DI BORGOGNA - SEMILUgDATA 12" X 12` GROUT COLOR= 1/8" GROUT JOINT PURCHASED AND FURNISHED NAND CHAIN TILE FlANDRE MAPIE 27 SILVER TEL - (630) 285 -1110; CONTACT: JANET MARTINEZ BY ULTA INSTALLED BY G.C. MECHANISM EXIST. - EXIST• STOP 1 US32 - D IVES WS407CCV PORCELAIN GRANITI PATTERN: GIALLO DORATO 16" x 16" " PURCHASED AND FURNISHED VERIFY LOCKING ING CAN -DOR _ PT -5 TILE FlANDRE GROUT: MAPEI - BAHAMA BEIGE 1/8 GROUT JOINT BY ULTA INSTALLED BY G.C. LOCKING BRACKETS EXIST. EXIST: MECHANISM W ULTA LOUVERED DOOR / _ / 110C WOMEN —W.C. HANDICAP STALL SOLD CORE PLAIN :� CORE PLAIN SLICED VT -1 FLOOR TILE AMTICO STRATICA COLOR XW521 -ALDER 10OX100mm (4" X 39" APPROX.) PURCHASED AND FURNISHED WEATHERSTRIPPING EXIST. - EXIST. SLICED WHITE EQ. EQ. WHITE MAPLE BY ULTA INSTALLED BY ULTA ITEM QUANTITY FINISH MANUF. MODEL # PREMACHINED PREMACHINED FLUSH VINYL ARMSTRONG TEXTURE: STANDARD EXELON VCT COLOR: 51811 ANTIQUE WHITE FULL LOUVER W/ I DOOR W/ 102 SKINCARE BUTTS HAGER urn PREFlNISHED MAPLE . . VT -2 w w URCHASED AND FURNISHED 1250 3.5x3.5 PREFlNISHED (FLOOR TILE IMPERIAL SIZE: 12 x 12 x 1 /8 THICK BY GC INSTALLED BY G.C. 1 -1 /2 PR. US26 -D SPRING HINGES MAPLE 2 PIECE 2 PIECE JAMB Re�nswns VINYL PURCHASED AND FURNISHED ITEM QUANTITY FINISH MANUF. MODEL # PRIVACY LOCKSET o JAMB. LOCKSET 1 626 SCHLAGE AL40 ISSUED FOR PERMIT PI � - BASE - CUSTOM VINYL BASE - RANDAL 4 WALL COVE MOLDING BY MILLWORK CONTRACTOR JU PAINT P - 1 A06 INSTALLED BY G.C. TRACK & HARDWARE � 1 ALUM. HAGER 9801 SERIES STOP �' WC: -1 WALLCOVERING DESIGN TEX ELLIPTIC 5314 -501 PURCHASED AND FURNISHED 1 US32 -D IVES WS407CCV BY ULTA INSTALLED BY G.C. PULLS 2 US26 --D HAGER H1 3E + BASE CTR. Ey 0 WALLCOVERlNG DESIGN TEX CUSTOM PRODUCT TYPE 7 SPANNER 112 STOCK 0 A.F.F. 0 Y ER #439 JENNIFER WElL PURCHASED AND FURNISHED 0 WC -2 (312) 321 -1204 BY ULTA INSTALLED BY G.C. STOP 1 - HAGER 249E INSULATED ITEM QUANTITY FINISH MANUF. MODEL # HOLL 0 _ 20 103 OFFICE BUS 1250 4x4 METAL DOOR 3� 1-1/2 PR. US32 -D HAGER SPRING HINGES EXIT EXIT ITEM( QUANTITY FINISH MANUF. MODEL # LOCKSET 1 626 SCHLAGE PASSAGE LOCKSET DEVICE DEVICE D AGER 1250 AL10S JUPITER i 5 - N O N low x F INI S H SPECIFICATION 1 -1/2 PR. US26 -D HAGER .5x4.5 SPRING HINGE DOOR HOLDER 1 PA28 IVES 5 DOOR HOLDER ARM KICK DowN LOCKSET 1 •- BEST ENTRANCE LOCKSET ALE: NON ��7� �� STOP 1 US32 - 0 IVES WS407CCV - � FINISH #626 USH BOLT --� �`� ►E : TOP AND 1 HIGH x35 ' MOUNTING BRACKET JUNCTION BOX. SEE STOP 1 US32 -D IVES WS407CCV iKICKPLATE 2 IVES F 4N/LEVELER ATTACHED ELEC. DIAIr;S. S.S. DE - EA_ S10E �- BOTTOM OVEI*iM STEEL t pv oon % SECTIONAL R DOO TO PERIMETER WAIL • - - - GUIDES & BRACKETS F•.XTURE_ HANG WALL STRIP AD IP LIGHT PR0ED ow_ 12 0 02" ONE WAY 113 SPMNKLER _ ,, ,,.► j 8Y MANU - _ -- -- FIXTURE TO TOP WALL O BY ULTA. INSTALLATION M9i0AI PANEL .- GLASS FOR AVy 2'_8" CLEAT, LEVEL AS (1 AND FINAL HOOK UP TEMPERED GLASS ITJr QUANTITY FINISH MIANUIF. MO 1 REQUIRED VERIFY r = BY G.C. MM_ DEL # 4 . W/Mk1•IN10RKM BU TT5 1250 4x4 T �K ��-�!a - - - • - _ .. 104 DAL OFFICE 1 -1/2 PR. US32 -D HAGER SPRING HIINGES sic)% j CLEAT ATTAR % j0j%G OD ! j TO WALL ITEM QUANTITY FUSH MANUF_ MEL # LOC KSET 1 626 SCHLAGE PASSAGE LOCKSET 5 - � - -_�+- 7 AL10S JUPI TER - sow CORE I I WOOD DOM BUTTS t -1 /2 PR US26 -D HAGER � 12W D" HOI DER t P/12S I 5` ARM KICK Ot�l � r r PAINT P--1 _5x4_5 S'PRIMIG V� DOOR HOLDER ftW = mm cow us "m 4 m m ow- ENTRANCE LOC KSET i i i! � w !�■� � 11rQ � �E �t LOCKSET SST 1 f9X7AB16DS3 a 114 a 'r - - PU I, EA04 FISH f5m ; SSE �►x �ssve s w wiaar� S O 1 IFS -0 N'IIES 16407CCV ITS QUANTITY FNIi119f iLAliilw. MODEL # �� r r r STS e r 1 2M 3 Sr�3�5 �ros�Itc.T 1r :tr ow sty BUTM 1 1/7 Pk Use& -O HAG1ElR Sec H111011113ES %t" PAMOL — GLASS UFAM DwNrY LOCKSET G H °r°'r.' By By GLASS LOOCSET 1 sas 91DI�A�GE AL170 OWL ow ,AIP�NZER 57aP TEL, 1 111100-471 _3990 � Dotes t�S3i2-0 1VE"S w6�07r0�.`v STAR CON71RACTORS 407E D ATft CORY fop Ow TEL 1- 708- 229 -9 04�7687 WALL FIXTURE DETAIL HARDWARE SCHEDULE DOOR �I� � TYPES 3 SCALE: Now SCALE: 1 J4~ =1`- -� . i SCALE-- I an fsassats�•rs.r� 1 b Is SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION Tj 2'x4' LAY -IN FLUORESCENT TROFFER ti WALL MOUNTED SCONCE. SEE ELEV. FOR MTD. HEIGHTS � � RECESSED WALLWASHER ^.� 2'x4' LAY -IN FLUORESCENT TROFFER, FIXTURE WIRED TO NIGHT LIGHTING SYSTEM, EMERGENCY BATTERY BACKUP aL PENDANT MTD. LAMP. SEE ELEV. FOR MTD. HEIGHTS � 4' LIGHT TRACK WITH LAMP HOLDERS tM 24 L. WALL MTD. FLUORESCENT. i TRACK LIGHT SURFACE MOUNTED 9L. c� 0 N SEE ELEV. FOR MTD. HEIGHTS O D RECESSED COMPACT FLUORESCENT OOWNLIGHT tM1 24 L. WALL MTD. FLUORESCENT WITH DIMMER SWITCH. SEE ELEV. FOR MTD. HEIGHTS D1 RECESSED INCANDESCENT DOWNLIGHT, FIXTURE WIRED TO NIGHT a MH METAL HALIDE TRACK HEAD LIGHTING SYSTEM, EMERGENCY BATTERY BACKUP ON WALL MTD, FLUORESCENT. SEE ELEV. FOR MTD. HEIGHTS O D2 RECESSED COMPACT FLUORESCENT DOWNLIGHT NTH DIMMER SWITCH '� FLUORESCENT STRIP -20" LENGTH of RECESSED INCANDESCENT DOWNLIGHT ob T ADJUSTABLE INCANDESCANT E1 RECESSED INCANDESCENT DOWNLIGHT, FIXTURE WIRED TO NIGHT LIGHTING SYSTEM, EMERGENCY BATTERY BACKUP 'ALU" TRACK MODEL ?, FINISH ? 4 STAGGERED FLUORESCENT FIXTURE ®® DIFFUSER GRILLES. VERIFY WITH MECHANICAL DRAWINGS G4E STAGGERED FLUORESCENT FIXTURE, FIXTURE WIRED TO NIGHT LIGHTING SYSTEM. EMERGENCY BATTERY BACKUP RETURN DIFFUSER SURFACE MOUNT FLUORESCENT FIXTURE qp EXIT SIGN, EMERGENCY BATTERY BACKUP G4AE ��— SURFACE MOUNT FLUORESCENT FIXTURE, FIXTURE WIRED TO NIGHT LIGHTING SYSTEM. EMERGENCY BATTERY BACKUP IV I 2 HEAD EMERGENCY LIGHT /EXIT SIGN COMBINATION, EMERGENCY BATTERY BACKUP J%-Wc ,Am.ft - a..Aft "Ift a s +N ..... • P -1 CLG. HT. O GYP. BD. CLG. HT. CLG. HT. O CLG. HT. O 11' -0' A.F.F. CLG. HT. O CLG. HT. O CLG. HT. O © 10' -6" A.F.F. 11' -0" A.F.F. 11' -0" A.F.F. DM 11' -0" A.F.F.9' -0" A.F.F.9' -0" A.F.F. HAIR STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR P - 1 GYP. BD. CLG. HT. O 10' -6' A.F.F. SKINCARE CLG. HT. O 11' -0" A.F.F. STAGING CLG. HT. O 11' -0" A.F.F. SPRINKLER Rck Q J a t� z J W 0q) J W R H H (a) O w W Z w < w W 91- O �w�- IX M Le U0 may �N3 ' e< Da1�_ p o le J 40 ob • � •te • � � o • 0 .c 0 0" � 19 0 0 -= o• 9L. c� 0 N 0 4 `oo48 <.-9L I- -- - -- — 1 r— 1 r------ - -- - -- - . I 1 1 f Coto NP -�� Kt.VLL(;ILD CLILING PLAN • Nr w Revisions A ISSUED FOR PERMIT 06/29/05 A ISSUE FOR BID 07/19/05 REV. PER CITY 07/22/05 A d 0 0 W b [ [, P. Tf CD C4+ ;FMAW .- o wm a yr wsn 48 im * m om s��s�►��a�ls me colcowsom WAIM I* summolm �o wlaas�s ora►�r+ B Ch eo @y FWL scale Dante AS �o>� (*/29/05 Joe No, 04�7687 sm" Ism A�3el i ROOM DESCRIPTION FLOOR FINISH BASE WALLS NORTH EAST griO SOUTH WEST CEILING FINISH HEIGHT REMARKS 100 100A 101 102 103 104 105 -- 106 107 108 -SALES PRO- RETAIL STAGING SKIN CARE OFFICE D.M. OFFICE HAIR COLOR - -- . - - SHAMPOO DRYING /COLOR CORRIDOR PT-3/VT V B -1 VB -1 - VB -1 VB - 1 -- VB -1 VB -1 P- 1 /WC -2 - - - -P -1 -_- p--1 -- -- P - - P -1 -- P -1 - P -1 -- -- p -1 P -1 _ -- - __ P - 1 _. _ `___ p -1 P -1 P - P -1 - WC -2 ACT - GYP. VARIES - =� 2T ACT -t GYP. VARIES - VT -2 PT - 3 VT--2 P -1 - P -1 P -1 P -1 - P--, -- , P -1 - P-A1 .� - P -1 ACT -1 11' -0" A.F.F. _ - --- - -- 11' - A.F.F. 11' -0" A.F.F. 10' - A.F.F. 10' -6" A.F.F. - GYP. 80. - ACT -1 VT--2 - p.-1 ACT -1 GYP. 8D. GYP. - - - PT -3 PT -3 VB_1 VB - P_1 We -2 WC -2 WC -2 PT -3 VB - y WC -2 WC -2 P -1 WC -2 P - 1 ACT -1 11' -0" A.F.F. - PT -3 VB_1 WC-2 P -1 P - 1� ACT - 1 ` VARIES - 109 MEN_ PT -4 PT -4 WC -2 WC -1 WC- 1 /PT -4 WC- 1 /PT -4 ACT -1 9' -0" A.F.F. - 110 WOMEN PT -4 PT -4 WC-1/PT-4 WC-1/PT-4 WC -1 WC -2 ACT -1 9' -0" A.F.F. - 111 SALON VT -1 V13-1 P-1 P-1 P-1 P-1 GYP t ' 11 ' - 0" A.F.F. SU REFLECTED OMM PLAN FOR HE]DFiT LOCATIONS 112 STOCK PT -3 VB -1 WC -2 WC -2 WC -2 WC -2 ACT -1 11' -0" A.F.F. - 113 114 Ill SPRINKLER CLOSET PT -3 PT -3 VB -1 VB -1 P -1 P -1 P -1 P - 1 P -1 P - 1 P -1 p -1 ACT -1 11' -0" A.F.F. 10' -6" A.F.F. - - Q x a� z LL CID 0 OW MID Z '4 W d :) = W 3: ( LAW co Z O H �UC9 m ay I� CO �Y3 Dd1�_ c $ a ao�r PT-1 y 0 3y,245 P' -} ,3251 p 209 t0U6 ZM co ,,srs PI Z ; C ° p Ob d � 0 z o► 0 Ad VT -2 VT -2 0_ pM PT -4 HAIRS PT-3 � -Z SPRINKLER STOCK OFFICE OFFICE CORRIDOR WOMEN MEN COLOR SKINCARE STAGING ROOM t cc �. ?„ ;c,vt:� W;VG N & S!nN r�o.sa.rrw.�. F emmmvxr.•.... NW r NORlN 4N om Revisions A ISSUED FOR PERMIT 06/29/05 A 0 tu��` Q � oF jot _Sn as D D { 4A Cos. 1rr in pus Im Bill- or t! me lw 10 1m mg AND DEGAMMS or •t �7EtE�t�tlL�i MAUS 10 S ajcft S 40 �� Adoalm Or By Qeckw By ROL 8'w scde Dante AS M07M job NIL 04�7687 SP on "m A�4.1 now 1 srra ao�r PT-1 262 PT -2 3y,245 P' -} ,3251 PT -4 209 VT -! ZM yr -z � IFINISH ,,srs PI r�o.sa.rrw.�. F emmmvxr.•.... NW r NORlN 4N om Revisions A ISSUED FOR PERMIT 06/29/05 A 0 tu��` Q � oF jot _Sn as D D { 4A Cos. 1rr in pus Im Bill- or t! me lw 10 1m mg AND DEGAMMS or •t �7EtE�t�tlL�i MAUS 10 S ajcft S 40 �� Adoalm Or By Qeckw By ROL 8'w scde Dante AS M07M job NIL 04�7687 SP on "m A�4.1 now 1 i 1 1 �1 i i i I i { I r I i 1 r� A 1 4 -.& f j ti. i r 1 1 m z r r lo 1 f 4 f r, m t . r !,) f � CA � � rT•t 1 �� o 0 Z r f • I� ' t z � rt 1 4 -.& f j ti. i r 1 1 m z r r lo 1 f 4 f r, m t . r CA D r� 0 Z r f • I� ' t z �I�AA I mm ■ N� - _ - - _ - - . / / i P r'T 7 N � f 7 I I 1 � y ------------------- I 0 I I Il I >>>>>>> r a� CHIPMAN ADAMS LTD. ULTA _ STORE a191 Arohlfoofs 1550 K NorMwaf HloAway :uit• goo PARKWAY SUPERCENTER Fork Rwo*, Illinois e00e6-sea TUKWILA. WASHINGTON T $47-298-6900 F 147-298-69" ENLARGED SALON PLAN I L L U U LTA —.1 . I fit �f f r, c, r . r f • I� ' t >>>>>>> r a� CHIPMAN ADAMS LTD. ULTA _ STORE a191 Arohlfoofs 1550 K NorMwaf HloAway :uit• goo PARKWAY SUPERCENTER Fork Rwo*, Illinois e00e6-sea TUKWILA. WASHINGTON T $47-298-6900 F 147-298-69" ENLARGED SALON PLAN I L L U U LTA —.1 . I i 6 i i t 6 I i I 1 i i -- 0 0 �.J 7 � 1 0 A r c/) c� 0 ......................... O iiff�ffffffR . � i iii. •.. •�- O 010 One Waseew loomwo I a ewffttlts. *wm i i' - D" f.iff f.f.. ...wr..•y. ACT -1 ....... •.. #... ... -..1 . 11' —o" '� -�` ACT -1 mHni!! fm.f f ---5 1 2. -� �► B0. _ �.�.... w_'. -- ACT t •wfiwffiiiiii.+i_ - - -- sass -- - `___ "- cn ' GYP. CIG. - - - - - -- -- - r CYP. Sdt'F'11''__... � � � � D m c� D Fn � TOP OF STOREFRONT + I j ....�....i,�f. O N O ..w.._w M09 . ............. ........+. < 0 (0) < •.f..7fff.iK +�. .r..,. < 400000.0... < ..fiii.i...f..l..._n... �.. > 11 D Its D II D � ---� f�_ O � ; • -- - - -- -- - - - - -- -- - - sass -- -- sass -- � I • -- 0 0 �.J 7 � 1 0 A r c/) c� 0 ......................... O iiff�ffffffR . � i iii. •.. •�- O 010 One Waseew loomwo I a ewffttlts. *wm f.iff f.f.. ...wr..•y. O ....... •.. #... ... -..1 . mHni!! fm.f f -- - - - - -- ---------- f.7wfffi in .........4 - •wfiwffiiiiii.+i_ > ' .......... ......... D _.. - _ -___ -_ t ... ....... ...*......... j ....�....i,�f. O N O ..w.._w O O__ . ............. ........+. 0 (0) NoaL •.f..7fff.iK +�. .r..,. _ 400000.0... ..fiii.i...f..l..._n... �.. Www ._f N_rf..l......w. L C c L L C -- - - - - -- -- - - - - -- 1 0 12 1 -0 10 N a GYP. BD. CLG. ---- sass -- -- sass -- -' _ 1 1_ , __0» ACT -1 • 1 10' -6" co G YP. BD. SO I - sass-- - N f O O I a ewffttlts. *wm f.iff f.f.. ...wr..•y. O ....... •.. #... ... -..1 . mHni!! fm.f f -- - - - - -- ---------- f.7wfffi in .........4 - tN.f..... .. _.._. 4. > -------- ----------- .......... ......... D _.. - _ -___ -_ j iii i.fii.•�i_ O N O ..w.._w O O__ i.iiifiii.�..._..... Atonal ammmaeb- 0 (0) N O I _ _ _, a was so Www ._f N_rf..l......w. L C c L L C -- - - - - -- -- - - - - -- 1 0 12 1 -0 10 N a GYP. BD. CLG. ---- sass -- -- sass -- -' _ 1 1_ , __0» ACT -1 • 1 10' -6" co G YP. BD. SO I - sass-- - N f r D \\ —1 L NL c D \� \\ C D c l J i , r N - 1 .� fa .H •s r- .a ..s tt- s -rr. sass -- -- ._- .w_. -- > \ w \ / O - -sass -------- - - - - -- _ \ / Z o O D L \ / > z Of 14 1000 sass-- sass -- � 4, c - sass -- I / \ sass- sass -- - sass -- N > / \ -- - - - - -- -- - - - - -- - - c / \ -- - - -- -- - - - - -- � i f�i rr• �. r- .� _ � T v rn sass -- -- sass -- / \ D \ �� C �C - ----------- __& - - - - - -- - - - --- - sass -- 0 �� X - ------------- v 11 -0 ACT - 10' -6" 0 I GYP. BD. SOFFIT -------- - - - - -- - - - - -- -� w - - v f� ------- - - - - -- -- -- - 121 -0" yt._....��Yp, 8D, �L . sass - -- sass -- -- sass -- - -- sass -- - sass -- - ------------- - sass -- i ...- -. - - -- sass - .•....._ . VI -J ------ - - - - -- - - - - - -- 1.H -..... -..- - .- ...... � - sass -- - - - sass -- -- - - - - -- - - - - -- -- sass -- ----- - - - - -- - - - - -- - v ------ - - - - -- - - - - - -- i D L \\ C D L C L \ C D L N c �o� D to D Z O cn D '� D Zo F G7 v -1 <C D O �r 0 �� rTi � O O M _< v -------------- _ I — sass -- sass -- • ' ' - - ---- sass -- - sass -- — N — — — i - - - - -- sass -- - - - - -- — L C 1 - ..ww..+r- -.r_ ...•.,.. � -- sass -- - sass -- D �\ - lei - -- sass -- ---- - - - --- - sass -- L C rn -- - - - - -- - - - - - -- C � 1 - - s ass -- -- sass -- _)U > E -J -� T ; c 1 ► . �Ilk - -- - sass -- mm �4h �rT, � T D Prl L r„ rrn v c r \ / rE:� I 8 vz N o oi rn vi mmp CD CD m� mm� _F _< c P c 4' -4 " �c r- 0- n D n 11 -0 n - >>>>>>> '� CHIPMAN ADAMS LTD. _ # - ULTA STORE 091 N • Arohlt•otb � 8 1660 N. No rt hw•bt Highways suit• 400 PARKWAY SUPERCENTER 1 w Park wdpl iiiinoi$ 60066 - 1 4 63 CL oi G o ,, TUKWILA, WASHINGTON � T 647-298-6900 ' 847-296-6966 % INTERIOR ELEVATIONS r a weloomw I a ewffttlts. *wm f.iff f.f.. ...wr..•y. ....... •.. #... ... -..1 . mHni!! fm.f f f.7wfffi in .........4 tN.f..... .. _.._. 4. N .......... ......... •sale•• ---. .........�. •MMMl.. �f- iii i.fii.•�i_ ..w.._w i.iiifiii.�..._..... Atonal ammmaeb- ` .. we -- -- - - -- a was so Www ._f N_rf..l......w. r D \\ —1 L NL c D \� \\ C D c l J i , r N - 1 .� fa .H •s r- .a ..s tt- s -rr. sass -- -- ._- .w_. -- > \ w \ / O - -sass -------- - - - - -- _ \ / Z o O D L \ / > z Of 14 1000 sass-- sass -- � 4, c - sass -- I / \ sass- sass -- - sass -- N > / \ -- - - - - -- -- - - - - -- - - c / \ -- - - -- -- - - - - -- � i f�i rr• �. r- .� _ � T v rn sass -- -- sass -- / \ D \ �� C �C - ----------- __& - - - - - -- - - - --- - sass -- 0 �� X - ------------- v 11 -0 ACT - 10' -6" 0 I GYP. BD. SOFFIT -------- - - - - -- - - - - -- -� w - - v f� ------- - - - - -- -- -- - 121 -0" yt._....��Yp, 8D, �L . sass - -- sass -- -- sass -- - -- sass -- - sass -- - ------------- - sass -- i ...- -. - - -- sass - .•....._ . VI -J ------ - - - - -- - - - - - -- 1.H -..... -..- - .- ...... � - sass -- - - - sass -- -- - - - - -- - - - - -- -- sass -- ----- - - - - -- - - - - -- - v ------ - - - - -- - - - - - -- i D L \\ C D L C L \ C D L N c �o� D to D Z O cn D '� D Zo F G7 v -1 <C D O �r 0 �� rTi � O O M _< v -------------- _ I — sass -- sass -- • ' ' - - ---- sass -- - sass -- — N — — — i - - - - -- sass -- - - - - -- — L C 1 - ..ww..+r- -.r_ ...•.,.. � -- sass -- - sass -- D �\ - lei - -- sass -- ---- - - - --- - sass -- L C rn -- - - - - -- - - - - - -- C � 1 - - s ass -- -- sass -- _)U > E -J -� T ; c 1 ► . �Ilk - -- - sass -- mm �4h �rT, � T D Prl L r„ rrn v c r \ / rE:� I 8 vz N o oi rn vi mmp CD CD m� mm� _F _< c P c 4' -4 " �c r- 0- n D n 11 -0 n - >>>>>>> '� CHIPMAN ADAMS LTD. _ # - ULTA STORE 091 N • Arohlt•otb � 8 1660 N. No rt hw•bt Highways suit• 400 PARKWAY SUPERCENTER 1 w Park wdpl iiiinoi$ 60066 - 1 4 63 CL oi G o ,, TUKWILA, WASHINGTON � T 647-298-6900 ' 847-296-6966 % INTERIOR ELEVATIONS r a NOTE: COORDINATE ALL HEIGHTS OF ELECTRIC, PHONE, do DATA OUTLETS w/ ELECTRICAL DWG. 2 ,_ 1 . (2) DUPLEX CONVENIENCE "HAIR COLOR BAR" REAR WOOD MILLWORK � OUTLETS ABOVE CLG. FOR FEATURE WALL -SEE p P -1 SECURITY SYSTEM P -1 (4) 1" CONDUIT FIXTURE DWGS. �� EL - 11' - 0" P -1 P ABOVE CLG. L -6" _ = 10' _ ACT -1 GYP. BD. CLG �i HII ii 3/4" i i i i i i (2) QUAD I MCC i mmIIIIII1111111111 1 i CONDUIT T -5 1 I ' OWER ii THRU ROOF i 1 i I +� DECK TO. 1 CCTV J -BOX HAIR OLOR PENDANT LIGHT ' SAT. DISH + + (6x12) FIXTURE 1 1 O M -214 / M -214 rn T_1 / y MIRROR BEHIND lie oi SHELF COOR W/ + 0 0 / I o '� MILLWORK o _ I i M -213 \ -213 c ° ELECTRIC OR \ s P PHONE DATA `° p \ •• ; E s O' -0" \ / I EL = 0`- 0" OU TLE T - TYP. 0 N `\ ,� 0 O FIN' FLOOR FIN FLOOR A �_1 "HAIR COLOR BAR" B "HAIR COLOR BAR" c VB - 1 A I < F) � C D - (2) PHONE FREESTANDING UNIT - FREESTANDING UNIT - VB 1 JACKS SEE FIXTURE DWGS. SEE FIXTURE DWGS. ELEVATION OFFICE ELEVATION HAIR COLOR SCALE: 1 /4' =1' -0" 2 SCALE: 1 /4' =1' - Q 0 W W �O EL 10' -6" WC WC wC -2 WC -2 y�_ 1NC -2 WC -2 WC -2 UJ N- GYP. BD. CLG. W (9 k s", '00e) AMA Wcf) mow= J � M--, a. as Ij P -1 D < CO) CO a: [L OPEN- < d M -205 �\ / // // TO g J / BEYOND `\ \ IL 1 EL O'-0m � � � FIN FLOOR C -20 HI A ve -1 48' WIDE SHAMPOO B VB -1 C Vg_1 1 D C C FIRE TREATED �_ Si CABINET NTH VB -1 E VB - 1 r BLOCKING IN G ATTACHED THIS LOCATION J ' SHAMPOO BOWL y =O• ELEVATION S ° _� " COLOR PROCESSING 1 SCALE: 1/4 =1' -0' Z p 0 10.0 i cL tat�06 o �i O V < pm 1/2 GYP. BD. 2" WOOD CAP SUPPUED WC BY MILLWORKER 3 -5/8' MTL - INSTALLED BY G.C. WC-2 r w P -1 STUDS O 16' O.C. -1mll 4EL = 10' -6' _ 10 - GYP. BD. CLG.. CLG. (2) 9 - 3/4' MTL 4F SK INCARE 2' WOOD CAP 2' WOOD STUDS O 16' O.C. 48 -6. 4D DECORATIVE STUDS O 16" O.C. Revisions O C ISSUED FOR PERMIT O ,4C 4E -6. POEN5DA6NT A.F.F ITS 006/29/05 M (1) 2" x4 WOOD BY G.C. II _ _ ` _ BLOCKING 0 _3 � DRAWER w! — .... — .� ` ,,.,- POCKET DOOR ' C1 LEDGE BY 0 IC— 24 0 ' ! MILLWORK --- -.-1/ 2* GYP. BD_ INS _ o' f � � � II sub - � iP EL = -o' EL = 0' -0' 2 ' WOOD CAP c IP -3 P -3 -3 P -3 P -3 P -3 FIN FLOOR FIN FLOOR J 4A -507 g VB - ar i POCKET DOOR SKIN CARE AREA / ! - - `" — I'iEAVY DUTY DRYWALL 'T' BAR -6. SUSPENSION SYSTEM -MAIN ,� AND RUNNERS O 48' O.C. J 'I • - L �'" � � r ` r ae i 1 awm RUNNERS O 24 O.C. ,+ „ -� 3-5/8 MTL STUDS J I ( O 16 O.C. CONTIN I �•,; �. , (1' TO FLOOR 5 1 9 WC J '��- ;: � /8' GYP. BID. E= = 10 EL = 1 0' - 6' 1 EL : 1 1Y - 6* / ! GYP. eo_ CLG_ G YP . BD. CLG. WGYP_ BD. CLQ I = 10 —6 AP { I�GP. BD_ c-G. .� /2' G'�- eo. :- 2 WOOD c I REFER TO CEILING PLAN - I IF — �' w000 cAP -- -- _ 1— I FOR DETAILS 2' O Di A_ I COR R 2 WOOD CAP DECMA'�VE 7t - + PENDANT W. w; /2 LIGHTS O I 2' -0' DIAMETER ' FROSTED EDGE I� I 5' -6' A.F F I DECORATIVE - POCKET I BY G. G FOR W/ I /Z DOOR SCoha JGH j FROSTED EDGE ✓ �' t G YP. °A" "'� �►+■s 1a - 2 G BQ_ s�eiEis�ii�iis r yip DRAWER Y C-41 1= I" wTH OPEN SE VOW F OR swucsa r.. .laaw�s Mu. B l a 14D 11 LEDM BY POCKET DOOR TRACK O = c_- ANEL = o' -or Arl or m (z) r f QTR woo c �'F N FLOOR FVI FLOOR t /2 =t t /r METAL EL LOOR � -' Orv�n Q+Ki�o�d D re o E `�'' ve-t 7veE ro su�PoRr F .0 , � t � � � F � DOOR 'm .TM scale Date F07 R AS 407M Job Noy ELEVATION SKIN CARS 0 �7687 SC^I-- mm- A�6.2 1•! r+x ••--• ..rr +.a r..- ..'..-i _...- .r. , - :. • ,, _ _ - •e....a.++'ar. -- - -.... -.. _ _ . _ .,, _ _.. ,. -. ..... - +..-. _ _. _ - -•.• -- '^- _--- + -..., - .w. ... .-.. - ..•.- -^ ..... - _.. - ....,..... -__ . ...- .. ...-_. _-- , +r .... r--- ..r.-sew .r ._ - _. _ -- __... _ .. _- ...... .,.. .,»- ....._.- ► .. ew.s.... -.a- ter. . .a _ -- w•... _ w -.. .. •. -. -. .. ..... - .+►.r -.. --" . _.» - ^ .,r ._. ..+►..•.r -+...• _ _s. __ ..r.. -....s a .w. - .. r wws_-P e._. ... ..- .. .y .rr= _..1_+r ^..r ---- • .••l..a•rs.`t r/I.r /'M..rw SYMBOL DESCRIPTION COMPANY MODEL MOUNT FINISH REMARKS /SUPPLY 3 4 5 2A 2 6 3 SATIN- FINISH MOUNTED O 48" A.F.F. / BY G.C. 3' -0" 1 COAT HOOK HAGER 945P STAINLESS STEEL 1K i ULTA -- o 2 , -p " 2 ACCESSIBLE MILLWORK N/A MANUAL WORK MOUNTED AT 2' - 10' A.F.F. TO TOP ( LAVATORY CONTRACTOR RIM. BOWL AND FAUCET � 1D --6. 1B PIN. 2A PAPER TOWEL PROVIDED BY ULTA AND INSTALLED 1 0 2A SURFACE 0 1 101 I DISPENSER BY G.C. MM. MAX. 48" TO OPERABLE 1J 2D -6. 28 , . 1 -pr 3 -0 r 6 , r w PARTS OCAL CODES 4 3 -10 3 _6 r . 3 -0 3 GRAB BAR BOBRIGK 8 -5507 CONCEALED SATIN -- FINISH MOUNTED AT 2' -10" (MIN.) A.F.F. (42" mmmw 5 1 G 2 C O W WRAP DRAIN do MOUNT STAINLESS STEEL SIDES, 36" BACK) / BY G.C. 6, �, F a . HOT WATER e D e s E •I x W U n I , SUPPLY PER a : o x ox C-3 PROVIDED BY ULTA AND INSTALLED 4 Ih Q J cr I I ACCESSIBILITY • cn I< 14 11 1 w iv 'cV � m j ih n 2 0 TOILET PAPER BY G.C. MTD. MAX. 48' TO OPERABLE Z 1 C r 4 DISPENSER SURFACE PARTS/LOCAL CODES MM. AT 1' -7' (MIN.) A.F.F. AND 3' -0" FROM REAR • LAVATORY /MIRROR SANITARY NAPKIN GRAB BAR/TOILET GRAB BAR TOILET PAPER WALL / BY G.C. DISPOSAL DISPENSER 1 D -6. 1 B (EyyG) ELECTRIC WATER COOLER (WOMEN ONLY) SANITARY 6 2 0 r 5 SATIN - FINISH MOUNTED AT 1 -7 (MIN.) A.F.F. AND NAPKIN BOBRICK B -270. SURFACE STAINLESS STEEL 4' - (MAX.) FROM REAR / BY G.C. • 1A DISPOSAL SURFACE , z 2A NO ALL PLUMBING FIXTURES INSTALLED IN MILLWORK TO BE SUPPLIED AND MOUNTED AT 3' -4" (MAX.) INSTALLED BY MILLWORK CONTRACTOR. FINAL PLUMBING HOOK UP BY PLUMBING 6 WALL MIRROR A.F.F. TO EDGE OF REFLECTIVE CONTRACTOR. SURFACE BY G.C. q RESTROOM FIXTURE PLAN TYPICAL MOUNTING HEIGHTS NOTE: G.C. TO PROVIDE ALL WASHROOM ACCESSORIES UNLESS NOTED OTHERWISE TOI LET ACCESSORIES SCALE: 1 /4" = 1' -0' B SCALE: 1 /4 " =1' -0' C SCALE: NONE Q a w W Z ..� z o MIRROR W/ 1 1/2" _ W I , WC -1 2A s WC -2 a wC -1 FROSTED EDGE wC -1 WC -1 WC -1 WC -1 1 WC -1 WC -1 yy'C -1 1 UyC -1 0 W _ � EL = 9' -0" � co W a ACT -1 0 = J Cs W WALL SCONCE D < LIGHT FIXTURE co SEE ELEC. \ DRAWINGS. 0 ui 3:: WO / F W _I �. �VU R =J < .7 0 Z EL = 0 -0 / U �1. FIN FLOOR O A PT"4 B PT-4 (( E4 D C PT -4 - - E _ F V • ro PT 4 PT 4 PT 4 PT -4 $ a PT -4 H 5 4 PT -4 K 4 5 PT -4 COORDINATE ALL HEIGHTS OF 6" BASE 6 BASE 6" BASE 6' BASE 6" BASE w ' J 0 6 BASE 6 BASE mm R ELECTRIC, PHONE, do DATA OUTLETS WITH ELECTRICAL DWG. o . to 0 0 . Do ELEVATION WOMEN = �•.._ SCALE: 1/4 = 1' - Z o ; c °o !o =o • s v� WALL V < �• P -1 P -1 P -1 P _ 1 SCONCE yyC -1 WC -1 1 WC - WC -1 2A 6 EL 9 -0" LIGHT EL EL = 11' -0' ACT -1 SEE E � ACT -1 - DRWNGS. '0/ MIRROR WITH \ LA_ 1 1/2- 3 FROSTED \ Z x Revisions ° 4 - in \ �\ // // A ISSUED FOR PERMIT 06/29/05 ZOs O : W— + OUa: / L) CD 1AJ FlN FLOOR \ \ Q A PT -4 B 4 PT -4 C PT -4 PT -4 EL = W-0 \ \ \\ �YC�T1► NOTE 6 BASE ,6' BASE 8 w B ASE 6 0 - X 405 . FlN FLOOR COORDINATE ALL HEIGHTS OF A VB - 1 VB -1 VB VB -1 -1 D ELECTRIC. PHONE, do DATA OUTLETS Q P MATH ELECTRICAL DW. 0 2 ELEVATION M EN 3 ELEVATION CORRIDOR SCALE: 1/4 SCALE: 1/4"=1'- P--' P - P -1 � Op�D F'z1 t or �mii m av in Im mg cF Jf Dram 8y Cad 8y E. - 0 / / RQE. BIIR FIIM BOOR S=lt Oartt N t 10-1 � 10 -1 "07m E �- STACK 4 Show »m SCxa: 1/r _ �'-�' �0.3 r a A m_ flee. " _mm_ r7 i �. _ _ � +! � '- �-�..� .��. . �r►.�._ '..�/t�. _ ��...r+�l+..�.�. �.rqy •� ��.. .u�� err. _ ...�.-._r .,�.�.� �r� M`�.'!"wr""�.'��r� ^I.�.• 1M'7�.1.�.T w •• �. iA P -1 P -1 P -1 P -1 P -1 EL = 11 0 -0' ACT -1 C -15 C_ g T - � r . - , r - � r -- - r -- --� r -- -- , � I I I I / T -91 I 11 I) II II �I I Ell I C 21 C -22 I I I WH I T -14 II I I I I FLOOR I EL = 0' -0' / / / / / II I 1 I I I BUFFER I u � I 1 FIN FLOOR TELEPHONE ELEC. PANEL N FRP PANEL TO 4' -0" A.F.F. ON PLYWD. BACKER VERIFY W/ WALLS S C V8_1 URROUNDING MOP B VB-1 � VB -1 MTD. TO WALL. ELEC. DWGS. Vg_1 BASIN) VERIFY W/ ELEC. DWGS. W Q W Q � � E = 1- P -1 P -1 P -1 P -1 �� O L 1' 0" ACT -1 W > 0 I� v W Z C -15 C--15 C -15 r C -15- ) 15 T _ C -15 C -15 -15 C -15 -_ W= J J 5 C C 15 �av� WW E) C -10 cr I T -6 T-7 I 10 �LL u n p I C -25 4 4 O �aH �� EL = 0' -0" • , o N FLOOR E 30 g ve -1 TABLE VB VB_� F V B_ 1 G Ve LI _ 0 A t O ` qti Q = e ELEVATION STAGING . 1 �— SCALE: 1 /4" = 1' -0" Z o r= a . KICKER BACK TO _ a w STRUCTURE 48" O.C. o m t qp P -1 p_1 P -1 P - 1 MAX. 3 5/8" MTL. STUD V < ~ EL = ll -0 ACT -1 / 5/8" GYP. BD. M -214 M -213 - I I k, T1 J► EL = 0' -0" T FIN FLOOR A C - STUDS SIGN BAND BY OTHERS I O 48" O.C. AND CROSS do VB-1 VB VB - D VB_1 ATTACHED TO WALL UNNERS O 24" O.C. � , ,..� p gut P -1 5/8 GYP. BD. A � ' 2 �,, PE ELEVATION D. M . OFFICE }BUM cT 2 FFI T DETAIL SOFFIT DETAI L--- NC DP,/Z CAN SCALE: 1 /4 -1 - 0 SCALE: 1 =1 0- SCALE: 1 " =1' -0" 2- #l0TEKS EA.. STEEL DECK 2- flOTEKS EA. STEEL DECK STEEL STUD STUD DECK- EXlST1NG 2 - 3 5/8" 2 - 3 5/8" CELJNG/SOFFIT INSTALLATION NOTES; _ - . - - ' 6GIl STUDS ' 16GA. STUDS 1. SUPPORT. BRACE. AND CONNECTIONS OF CEIUNGS/SOFFTTS TO ROOF O 4 O.C. MAX 2- #10TEK Ell STRUCTURE ABOVE AS PER APPUCABLE CODES AND MANUFACTURER 16 GA CUP DESiGN/SPECIFICATIONS. DECK IS NOT PERw ATTACHMENT TO ROOF NTTED. 2 -35/8 6GA. STUDS , ANGLE . -; ... w /2 - OTEK 2_ ALL GAL VANIZED STUD AND JOISTS SHAT! BE F ORMED FROM STEEL. TH 20 GA_ TRACK 2 - �10TEKS EA. EACH LEG CORRESPt�iDS TO THE M"WJM REQUIREMENTS OF THE LATEST EDITION OF + � � � THE Ill_S,1_ STASTANDARDS 2- 0TEKS O t 6 . 2- - OTEKS STUD % x + + O - C_ I 2 �OTEKS 0 16 O.C_ � - -- *; LATERALLY BRACE 36�2�T125 - 43 w/ 2. ALL STRUCTURAL MEMBERS AHQE NEB 2 3 5/8' TO STRUCTURE 2- fl O TEK EA ACCORGANCE WITH THE SH PON AID STEEL �I�TUTE /ILID !N 14GA ,. ABOVE U9NG C , L 20 GA_ TRACK S� IF � IS � 1601 STUDS S11J0 'SPECsF1CJ1TM.,�i FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL �� 14G& ANGLER 1� iAl STL'QS GREATER TI 4' FROM STS FE) R 2- f 10TQ(S 362S162 -43 O LATEST EDInON_ "m s■s s w Wl Ae sr s if or s Ut�s VWMXEW� =a STEEL TRUSS PANEL PI GREAT �i 4 Q ER TH" • 16 C 4 WALLS TO Hen K - Cr �.• STEEL JOIST 0 6' - 0' 12 GA. CUP J16 -114 TFH • FR'al STEEL TRUSS HAVE _ �'R'01IbE ALL ACCESSORIES 9iCLiJOM�iG . BUT NOT LAI'i TED T0. TRACKS. MAUS �o s wao�•s. CLIPS. WEBS ANCHORS. F'ASTDOiG DEVICES RE R" T CLIPS. AND JOIlS7S,-CGST1NG EA O.C. MAX _ PANEL FAIT STEEL LEG _�0� LENG7H OF 4 -Or FROM EA. END. � 07F�R L. 0000 2 OTEXS ` ` COI�COMPLETE AND PROPER NSTALL/1T .IORST 1�1, 8 • 6 QC. USE`D/►S RECD 81r THE YAIOIFACILIRER FOR THE STEEL C. S D. LATERAL BRACE �E . 'WALL C 4. FAsTaMG of TS SHALL 13E wTt~ S� IMG - MLL SCREWS OR ° r°", L &y A A. S OFFIT /CEILING B. SOF FIT/ ILING CE SOFFIT Cc�CTM r rrG ELO, sCR US OR WELDS SHAD BE OF T S� TO � A To DETAIL sr cTM OF 71 E oo�EC110C ALL Soal�e oon CONNECTION CONNECTION DETAIL DETAIL '"� � �� s� � � UP w1H A ZW - 1CH PAMT_ ALL WELDS OF CANON STEEL SHALL AS MOTED CO NNEC TIO N D CONNEC DETAIL �� P ARALLEL To slEEI JOIST AT sue. Ro�oIF s�auc7u�E AT CaMC�. �ooR s LATERAL BRACE � s�I P FVWUWICULAR TO STEEL JOIST TO STEEL. JEST MT. WE TVM OF TS SHALL NOT BE .lab lro, SOFFIT/CEILING CON N ECTION DE TA 5 SOFFI NOTES Snot OW 9C1rL,E; 1i. T.S. Amt i CM s • 4 WI rwr�E tl ,.:aft � -may. -.. . Y w '•.- .AIS. ...:. �. ..,.. T `_ - .Ir . ^T - w a fAb . Iq T. GA. BRACE - i ♦ ♦ i t t i O O 48" O.V. T -5 + + 1 1 0 o of ; . 0.-r 2 1/2 MTL STUD BRACE o 48" o.c. M -214 C CT- All _ `O E EL= 11' PERMIT -0" A.F.F. . 14 M ACT 0 A M -213 i i i i i i P FR , 0' -6" A.F.F. i ' • • 1 10' - ELECTRIC OR - GYP. BD. SOFFIT H GYP. BID. SOFFIT PHONE DATA G HEAVY DUTY DRYWALL G OUTLET - TYP. 5 5 /8` GYP. BOARD 1 ' ' r B AR SUSPENSION r ` � • � FO OVER 3 5/8" MTL S SYSTEM -MAIN RUNNERS CODE Cnn E . T - T EL = 0' -0" T FIN FLOOR A C - STUDS SIGN BAND BY OTHERS I O 48" O.C. AND CROSS do VB-1 VB VB - D VB_1 ATTACHED TO WALL UNNERS O 24" O.C. � , ,..� p gut P -1 5/8 GYP. BD. A � ' 2 �,, PE ELEVATION D. M . OFFICE }BUM cT 2 FFI T DETAIL SOFFIT DETAI L--- NC DP,/Z CAN SCALE: 1 /4 -1 - 0 SCALE: 1 =1 0- SCALE: 1 " =1' -0" 2- #l0TEKS EA.. STEEL DECK 2- flOTEKS EA. STEEL DECK STEEL STUD STUD DECK- EXlST1NG 2 - 3 5/8" 2 - 3 5/8" CELJNG/SOFFIT INSTALLATION NOTES; _ - . - - ' 6GIl STUDS ' 16GA. STUDS 1. SUPPORT. BRACE. AND CONNECTIONS OF CEIUNGS/SOFFTTS TO ROOF O 4 O.C. MAX 2- #10TEK Ell STRUCTURE ABOVE AS PER APPUCABLE CODES AND MANUFACTURER 16 GA CUP DESiGN/SPECIFICATIONS. DECK IS NOT PERw ATTACHMENT TO ROOF NTTED. 2 -35/8 6GA. STUDS , ANGLE . -; ... w /2 - OTEK 2_ ALL GAL VANIZED STUD AND JOISTS SHAT! BE F ORMED FROM STEEL. TH 20 GA_ TRACK 2 - �10TEKS EA. EACH LEG CORRESPt�iDS TO THE M"WJM REQUIREMENTS OF THE LATEST EDITION OF + � � � THE Ill_S,1_ STASTANDARDS 2- 0TEKS O t 6 . 2- - OTEKS STUD % x + + O - C_ I 2 �OTEKS 0 16 O.C_ � - -- *; LATERALLY BRACE 36�2�T125 - 43 w/ 2. ALL STRUCTURAL MEMBERS AHQE NEB 2 3 5/8' TO STRUCTURE 2- fl O TEK EA ACCORGANCE WITH THE SH PON AID STEEL �I�TUTE /ILID !N 14GA ,. ABOVE U9NG C , L 20 GA_ TRACK S� IF � IS � 1601 STUDS S11J0 'SPECsF1CJ1TM.,�i FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL �� 14G& ANGLER 1� iAl STL'QS GREATER TI 4' FROM STS FE) R 2- f 10TQ(S 362S162 -43 O LATEST EDInON_ "m s■s s w Wl Ae sr s if or s Ut�s VWMXEW� =a STEEL TRUSS PANEL PI GREAT �i 4 Q ER TH" • 16 C 4 WALLS TO Hen K - Cr �.• STEEL JOIST 0 6' - 0' 12 GA. CUP J16 -114 TFH • FR'al STEEL TRUSS HAVE _ �'R'01IbE ALL ACCESSORIES 9iCLiJOM�iG . BUT NOT LAI'i TED T0. TRACKS. MAUS �o s wao�•s. CLIPS. WEBS ANCHORS. F'ASTDOiG DEVICES RE R" T CLIPS. AND JOIlS7S,-CGST1NG EA O.C. MAX _ PANEL FAIT STEEL LEG _�0� LENG7H OF 4 -Or FROM EA. END. � 07F�R L. 0000 2 OTEXS ` ` COI�COMPLETE AND PROPER NSTALL/1T .IORST 1�1, 8 • 6 QC. USE`D/►S RECD 81r THE YAIOIFACILIRER FOR THE STEEL C. S D. LATERAL BRACE �E . 'WALL C 4. FAsTaMG of TS SHALL 13E wTt~ S� IMG - MLL SCREWS OR ° r°", L &y A A. S OFFIT /CEILING B. SOF FIT/ ILING CE SOFFIT Cc�CTM r rrG ELO, sCR US OR WELDS SHAD BE OF T S� TO � A To DETAIL sr cTM OF 71 E oo�EC110C ALL Soal�e oon CONNECTION CONNECTION DETAIL DETAIL '"� � �� s� � � UP w1H A ZW - 1CH PAMT_ ALL WELDS OF CANON STEEL SHALL AS MOTED CO NNEC TIO N D CONNEC DETAIL �� P ARALLEL To slEEI JOIST AT sue. Ro�oIF s�auc7u�E AT CaMC�. �ooR s LATERAL BRACE � s�I P FVWUWICULAR TO STEEL JOIST TO STEEL. JEST MT. WE TVM OF TS SHALL NOT BE .lab lro, SOFFIT/CEILING CON N ECTION DE TA 5 SOFFI NOTES Snot OW 9C1rL,E; 1i. T.S. Amt i CM s • 4 WI rwr�E tl ,.:aft � -may. -.. . Y w '•.- .AIS. ...:. �. ..,.. T `_ - .Ir . ^T - w a fAb . Iq Iq 16 15 1 A -7.2 EL.= 133' -0" A.F.F. 14/ TOP ....... ........... ........... . .... .......... .... .... . ... .. ........ ........... . . E. I. F. S. CORNICE. 'TfflE 'COLOR & j EL= 130' -9" A.F.F. . ,_- TEXTURE OF NEW E.I.F.S. IS TO V TOP MATCH EXIST. COLOR & TEXTURE OF NEW E I F S IS TO MAT EXIST jk EL.= 125' -0" A.F.F. V T OP A _ _ _ _ _ _ _ _. _ _ _ PARAPET DESIGN ELEMENT & E.I.F.S. SCORE JOINTS TO MATCH EXIST. ON j EL.= 120 -0• A.F OPPOSITE SIDE OF ARCH 14/ TOP AT PA APR - ET _._ . .. _.... .... .__ .. _ EL.= 110' -0" A.F.F. T OP AT WNOOw EL.= 100' -0" A.F.F. IV TOP AT FIN. FLR. NEW E.I.F.S. TO WRAP CORNER &ALIGN W/ EXIST. ..........:: NEW STOREFRONT ENLARGED COLUMN — - TO MATCH MATERIALS & FINISH TO EXISTING MATCH EXISTING 1 IWEST EXTERIOR ELEVATION COMPRESSION STRUT - --- 362S162-43 STUD, ATTACH TO STRUCT. ABOVE. TYP. AT EACH LATERAL BRACE 12' -0" O.C. EACH WAY. LATERAL BRACE - NO. 12 GA. SPLAY MARES, FOUR(4) TYP. 12' - 0" O - C. EACH WAY, MATHIN 6' - 0" OF EACH WALLAND WITHIN 2" OF CROSS RUNNER. 5/8' TYPE 'X' GYPSUM BOARD CROSS RUNNER - 7/8 ME I AL CHANNELS AT 24" O.C. PERPENDICULAR TO MANN RUNNER SUSPENDED CEILING SYSTEMS SHALL COMPLY MATH UBC STANDARD 25 -2, TABLE 16 -0 AND 1800 ER -5413 a lcs�.rcr C.IrG NO TES: 1. RU 00" SUPPORT TO BE MG_ 12 GA VERTICAL MIRE HANNGER O 4' -0' 0_C O AND 8' MAX. FROM EACH WALL_ ,ATTACH TO SUSPENSION SYSTEM AM TO STRUCTUM ABOVE._ 2- LATERAL BRACING O 12' -0' O.C, EACH WAY AM 6' -0' FROM EACH 'WALL_ BRACING TO N FOURf Na 12 WNES ATTACHED TO MAIN RtVINER. SPLAY VOTES 90 DEGREES FROM EACH O THER AND 45 DEGREES FROM THE PLAN OF' THE CEILIOG, PR'OV DE STRUT AT LOCATIG N OF SPLAY INK 5 AND F ASTEDN TO THE MAIN RUNNER AND TO THE S7RUCTIURE A80%f A GYP. 6D. CEILING DETAIL scj"; "ONE twm V %i at %so=" ANCHOR TO STRUCTURE ABOVE NO. 12 GA. VERTICAL IMRE HANGER O 4' -0' O.C_ O MAIN RUNNER AND 8' MAX_ FROM WALL MAIN RUNNR - 1 1 LT. GA. CHANNEL AT 4S' O.C_ METAL CUP OR SADL)LE 1W#+E 71E SUSPENDED CEILING SYSTEMS SHALL COMPLY IMTH UBC STANDARD 25 -2. TABLE 16 -0 AND IBCO ER- 5413 COMPRESSION STRUT AT EACH --- LATERAL RESTRAINT EXTEND TUBE TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. LATERAL BRACE - NO. 12 GA. SPLAY MARES. FOUR(4) TYP. 12' -0' O.C. EACH WAY AND WITHIN W -0' OF EACH WALL I kA- o - -- ------- -- ---- r. / REMO E ' ST. ` E.I.F.S. AT .... .. ........... P A RAP A 8AL811 98MI lNoPlAIRAN &I EM VE A CHED 2 YA-7.3 1 MENNEN o l � � MIM mmMMlMM mmmmmm ■ x� n I� 1� ii =,A ME No MEN __ ] MMEN MEN NONE DEPTH OF E.I.F.S. --" NEW DOOR AND \ FRAME TO BUILD SETBACK TO MATCH STOREFRONT -- UP SO E.I.F.S. IS EXIST. COLOR TO MATCH SIMILAR TO EXISTING E.I.F.S. ABOVE EXIST. PIERS UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE NO. 12 GA. VERTICAL MARE HANGER O 4' -0" O.C. O MAIN RUNNER AND 8" MAX. FROM WALL RIGID ELECTRIC CONDUIT - EMT(STRUT). - SEE CHART DIAM. + 1/4 RIGID ELECTRIC CONDUIT - EMT(STRUT). DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT NO. 12 GA. SPLAY WIRES. FOUR(4) TYP. 12' -0' O.C. EACH WAY AND MATHIN W -0" OF EACH WALL i MAIN RUNNER CROSS RUNNER SLOT END UAX OF TUBE TO COMPRESSION STRU T SIZING(E)MOT' DI 1 /2 0 MAX LLhGTH 4 ' -0" 3/4" 5• -2" 1 } 6' -6" 1 1/4 8 1 1 /2" go-10 t- ar MAX WALL & A& . `I i llb - m I C NO. 12 Wm HANGER g SUSPENDED CEILING INSTALLA DETAILS FIT OVER SUSPENDED CEILING CEILIN WIRE HANGER AN, D RUW*R STRUT DETAIL 1. PROVIDE HEAVY DUTY CE)LJ NG SUSPENSWN SYSTEM 2 - MAIN RUMMER SUPPORT TO BE NO- 12 GA. VERTICAL UK HANGER 0 4' -0' O.C. O AND 8' MAX FROM EACH WAIL. ATTACH T o SUSPErNSM SYSTEM AND To S TRUCTURE ABOVE rWTH MINIMUM THREE TIGHT TURNS MN 1 -1 / 2' . 3. LATERAL BRACING O 12' -0' O.C. EACH WAY AND 6' - 0" FROM EACH NAB BRACAIG TO BE FOUR(4) 40. 12 WARES ATTACHED TO MAIN RUNNER W TH FOUR TIGH ruRkS *N 1-1 ATTACH 1WTHIN 2' OF CROSS RUNNER. SPLA MARES 90 DEGREES FROM EACH OTHER AND 45 DEGREES FROM THE PLAN OF THE ccLtIG. PROVIDE S TRU T AT LOCATION OF SPLAY DES AND FASTED! TO THE MAIN Rt"i R AND TO THE STRUCTURE A80W_ 4_ ALL CELIhG RECESSED LIGHT FIXTURE TO NAVE Two Pla 12 VARE HANGERS CONNECTED TO THE FIXTURE HOUSING MTHM 3' CORNR'S AT CORNRS CONNECT TO STRUCTURE ABOVE THESE ONE MAY BE SLACK. 5. EACH SURFACE MOM TED LNCriT FIXTURE TO NAVE ModUU ! OF TWO 14 GA. P'OSiT1VE CL AMPING DEVISES. PROVIDE A Na 12 11RE NANGER AT EACH CLAMPM DEVICE TO TIE STRUCTURE ABOVE 6. CEILING MECHANICAL NO NIGHT F1X7UAE,5 OVER 56 LBS. TO BE SUF PORIED SEPARAMlY FIRM S F AX7 ABOVE NEW PIER NEW STOREFRONT MATERIALS & TO MATCH FINISH TO MATCH EXISTING EXISTING sc^.E: now Q millmll � a co � J Q millmll 0 � a co � J o rob to N6 00 0 W w¢ b C O H O ZO = O� > p ul JJ ��z mow= W W �N3 � O� H � ALL na1�- x W 0 CID 0 � a q2 4r o rob to N6 00 Z ; __ M » .r b C O �oi� a• d. = O� = pow p �t►dr.- Revisions Q ISSUED FOR PERMIT 06/29/05 ISSUE FOR BID a07/19/05 REV. PER CITY 07/22/05 a a a a �!FyM. ;f w!" r� A. CF;P!AH ST aF Usk M-00111 i maw =sr air I= rum am m rE- "rm rat or sew s so a x w t tr■�■ic � st ter• t as eras &AD or +�a�awc 110 sac Awn pro wiaa� AdNOWMI Or'a mon 8y Checked By ROL. all sede Date 31%am f-W 06/79/05 Job iZ' 04�7687 A�7el cxv i r , I __ .. .� - .�.��__ -... ...__.- -_- . -. ., w.. --.. �� • - -r. .. -- � ter. _ r, .. _-�r�r ,�.�..��_ - �....�.- ar�.�... 1 Is Q jh EL.= 25' -0" A.F.F. NV fi.0.P. SL OP E .III ------ - - - - -- I EXIST. ROOF FRAMING EXIST. REINFORCED I MASONRY I I I I 1 I I I EXIST. 6 -18 GA. JOISTS O ' 16 O.C. ; 1 EXIST. 6 18 GA. TRACK EXIST. L 4X4XY4 W/ - Y4 " DIA. BOLTS O 48" O.C. EMBEDDED 6" INTO EXIST. MASONRY W/ EPDXY GROUT jj% EL= 12' -0 A.F.F. B .O. SOFFIT - - Hire 131Hi 1" STANDING SEAM PARAPET COPING ON 15 FELT OVER CONT. BEVELED CEDAR SHIM. 'TOP PLATE EXIST. E.I.F.S. TO BE REMOVED. NEW STUDS TO BE ATTACHED TO EXIST. STUDS EXIST. 6 -18 GA. JOISTS O 16" O.C. EXIST. WD. NAILER EXIST. TS 6X6XY4 EXIST. TS 4X4XY4 WIND BRACE O TS COLUMN NEW E.I.F.S. TO BE FLUSH W/ ADJACENT AREA 'NEW 6 " -18 GA. STUDS O 16 O.C. "EXIST. X" PLYWOOD ' - EXIST. 6 GA. STUDS O WO.A 16 O.C. EXIST. TRACK BLKG. I 1 I I I , r 1 , I I I I L ------------- --------- I -- - - - - ---T -- I I I I I Is wilm i ---------------------------------- i 1 I I I 1 1 ORIGINAL EXIST. CANOPY i STRUCTURE BEFORE ; ADDITION BY PREVIOUS ' TENANT EXISTING STOREFRONT --- --�-- aha -= V -0' A-F.F. - V T OO AT FjN_ . _ - - WALL SECTION SCALE. 1/r =1•-0 r�i��r•..now _ .... - -. - _. _ ] - Y .,...- i..,. ter_ _. - nr• •�1.._� -_-.� ._ � ■n NTH FACE CMU EDESTAL r EXIST. 4 " -18 GA. STUDS 0 16" O.C. SET BACK LIKE EXIST. EXIST. TS 6X6XY4 C .7. rVICT 0 C01 IT FACE f%LAU DRE MN aaaea= naaazxxssar�fias= xao=s a�` r s =ocas_ssa�zmx�ssrss�s r..s :� -s r..ssTpa_a_a= — =m ccas3sss� - -- I II I� II II 11 I II I II II II II 11 II 11 II II I II II II II II II II - 11 ,, I I It II !I rl II II 11 I ,I t I fl II II 11 II II II At- 7.3 I I II II II II II II II II I II II II 11 II II II II , I I I I i I l I I I I I I I I r l 1 1 SI;OPE I I I 11 I I I I I l I I I I I I M...- . EL.= 30' - 9 " A.F.F. i II II II I I II II I I II -.1 J`4:__ - -- T. {- t I - ---� I - - -- -+••r— - — -++- - - I+-- - I -* - ---++ - - ---tom- - . ARCH t II 11 II II II I! I! Il I I II II 11 II II f: II II I 1 ! II 11 II II II II ( II I I , I II II 11 it II it 1 II � III O I I II II II II II 11 tl It jl II II II II II 11 II II I ' ;I II II II ,I li 11 II II I I I I II 11 II II II II 11 II I ,,, ( I II If II II II II 11 II I I „ I I II II II ,1 II 11 II II I Itl I I II II II II II 11 II 11 ; , - ! II II II II !I 11 II 11 r._„ I II II II II ll II 11 11 III I II It II 11 I! II II 11 III o I II II II II II rl II Il II I II II II II II 11 II 11 ,1 I 11 II II I! II 11 II II I I I II tl tl II II II II II I,1 ---- �---- - - - - -- +---- - - - - -- ---------- tk------ - - - - va -------- - -- ------ - ----------- -- - - - - -- I - - -- ------ IT- _ L_ - Tr ----- r- }----- ,T--- �Tr----- n - - -- - �T - - - -�r --- n-- - L_- ,T ----- T�--- - - -n__ II it 11 II 11 Ir II 11 II 11 11 II !I 11 I II II it 11 II II II 11 II 11 II I) II II I O II II II II I! II II 11 II II 11 II 11 II III II II II II II II II II II II II 11 II II II 11 II II II II it II II II II II II II II Oil {I II II II II II II 11 II II II II II II 111 I II II (t II II II II II II II II II II 11 I I U of to C - - - - - -- _- _----- - - - - -- - - - - - - - - - - - - - - - - - - I------------ I - I EXIST. 4X8 I EXIST. GL BEAM e I I EXIST. 4 -18 GA. STUDS I I 016" O.C. I I EXIST. 2X BLKG. I EXIST. REINFORCED MASONRY I EXIST. 6 -18 GA. JOISTS O 1 16 O.C. EXIST. 6" 18 GA. TRACK \ EXIST. L 4X4XY4 W/ %7 DIA. i BOLTS O 48" O.C. t EMBEDDED 6" INTO EXIST. i MASONRY W/ EPDXY GROUT I j EL= 12' -0" A.F.F. _ B.O. IV SOFFIT SHEATHING j EL= 10' -0 A.F.F. _ TOP OF MASONRY �L ---- -- EXIST. ROOF FRAMING TO BE REMOVED "`�•.. PROVIDE ROOFING AND INSULATION TO MATCH EXIST. AND PROVIDE PROPER WATER DRAINAGE. COORDINATE ROOFING WORK WITH LANLORD. N1' - STANDING SEAM PARAPET COPING ON 15 FELT OVER CONT. BEVELED CEDAR SHIM TO MATCH `EXIST. TOP PLATE �.�-- PLYWOOD SHEATING �-- 4" -18 GA. JOISTS 0 16 O.C. EXIST. WD. NAILER EXIST TS BEAM W Tr co W Q 0 zi E.I.F.S. TO MATCH EXIST. (a z 0 CO OW~ z �V(9 0 E.I.F.S. THICKNESS TO W z W = o t� MATCH EXISTING �' IL EXIST. 8 -18 GA. JOISTS O � 16 O.C. 3 co w EXIST. 4 —18 GA. STUDS O wJ _ 3: cj 16" O.C. Zo ;co 0 EXIST. 6 -18 GA. STUDS O 1 6* O.C. D a I.- EXIST. WD. NAILER EXIST TS BEAM W Q 0 J • O A • EXIST. TS 4X4XY4 WIND qr p BRACE O TS COLUMN �: A Zo ;co 0 EXIST. )!r PLYWOOD '�, • � = Ob -= o• -c a EXIST. TO BE REMOVED. = O $ ,� �► I PATCH & REPAIR AS p i ' 0 - REQUIRED < .. 000 I I I I g T " I I r i 1 i 1 ORIGINAL EXIST. CANOPY ; STRUCTURE BEFORE ADDITION BY PREVIOUS TENANT ! 1 I I i I 1 EXISTING STOREFRONT i 4 SMOOTH FACE CMU RECESS Jr TYP TO (MATCH EXIST. A EL= 0'_0 A_F_F. MV TOP AT N. FM 2 ?1 0 2 [ WALL SECTION SCAL- 11:r=1`-r -- -EXIST. TRACK BLKG. EXIST. 4 " -18 GA. STUDS O � i 16 O.C. �� —Easr. n 10x10x9( 8" SPLIT FACE CMU W/ CENTER SCORE TO MATCH EXIST. CONC. PEDESTAL TO !MAT E)IST. I COD , I • Revisions A ISSUED FOR PERMIT 06/29/05 A A 0 U 1 _ b ISIS 0 �� t t - 111111m am" aff Q Pun fm m q1[_ er.e�a�w�asl�ts vF 1 11LAINS IQ a ki ul 1163 as Drown B By WS on SIC1000 Date Job ow 04�7687 SP met no, A�7 t♦ ` � ENLARGED sc PIER DETAIL 41_01 LLi w w -• r IX x r • K � I W :xN x EXIST. PIER �� c 1 4 ■ Fit \, � i Y i Z � • � � ♦ �C 1 • Jl )l • • • • • • • . \ . • • • R \ • 71 • It • ti - R R `\ it L A ENLARGED CMU PIER DETAIL SCAU -- 11 = t'-0 rrrla�•��ror 1 � •► wr. . �_�w.� � - ..ate.► .. � —... ..� .... ..�. � .— r ' w I W I� A CN MATCH EXIST. )D SHEATING 18 GA. STUDS @ 'ACE CMU W/ :ORE i FACE CMU TYP. VI ATCH EXIST. I PIER COLUMN C. PEDESTAL )EGREE CHAMFER CONCRETE 2 ANEW PIER DETAIL W. A I — n" B W CMU PIER DETAIL SCALL -sir Y 4 . , W ..I CN 00 -- - -- - - -- -�- - -rte i c DRIP EDGE 'ACE CMU W/ ;ORE i FACE CMU TYP . VI ATCH EXIST. ESTAL )EGREE EXTERIOR INSULATION FINISH AND (MOISTURE DRAINAGE SYSTEM MA 1h" RIGID INSULATION OVER UNDERLAYIMEN T DRAINGAGE GROOVES CORNER BLOCKING $HE ATWNIG FASTENERS LINDERLAYIMEN T LAPPED INTO VINYL DRAINAGE TRACK VINYL DRAINAGE TRACK MATH r LEG WRAP MESH AND BASE COAT 2' AT BACK CONT. CLOSED CE!L , SACKER ROD AND SIEJIL.ANT oFaW FINISH • O END OF ORS -: ajma Q F IIIIIIIIIIIIIIIIIIIII ;XTERIOR INSULATION 1NISH AND MOISTURE iRAINAGE SYSTEM ATH 1X RIGID 4SULA71ON OVER INDERLAYMENT lUILDING PAPER OVER ,UBSTRATE LAPPING INTO 1NYL TRACK ASTENER 'EINFORCED MESH EMBEDDED 4 BASE COAT OVERLAPPING 1NYL DRAINAGE TRACK 1NYL DRAINAGE TRACK RING FINISH TO END OF RIP PEEP HOLE EALANT MATH CLOSED CELL TACKER ROD (DO NOT j BLOCK TRACK DRAIN HOLES IASONRY COLUMN Q w W 8 Z0 W F" V C'3 0 aCO I� :3 cf) c*3 .j �Y3 �Y �a� • I SCA7LE.:. ' KLtHL H I O ' ISSUED FOR PERMIT 06/29/05 HALF SCALE Of iiicv" 0 AC 0 06 4*0 colv Z r •_= � _ 0 � C 0 z v• 1L _ .0 :t re am o `o- U<a`� (f) 0 L� E I SCA7LE.:. ' KLtHL H I C�ULUMN ' ISSUED FOR PERMIT 06/29/05 HALF SCALE p DRIP EDGE (CANOPY AND SOM T " rRAMiNG SYNTHETIC PLASTER SYSTEM ON h' PLYWOOD SHEA wxlr t�;.,,.-. •»wxmr A F&Alm ... ,w.mcr IN wan e Chedtod B WAES ow node Date Job N& 04 -7687 IBM R -7.3 1 Of iiicv" Coop cJ colv _ oty �. VIP. jr 2 1 3 4 7 8 10 1I 1t 13 1 14 15 16 'a► Is OPENING RETIRED SPECIAL NSPEC 2LI N o C ENTERED ED , �I O I IN ADDITION TO THE REGULAR INSPECTIONS THE FOLLOWING ITEMS CLOSURE ��' "�` z o EPDXY HOLE PREPARATION: 0 fo WILL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION % TRACK 1. EPDXY SHALL BE ONE OF THE FOLLOWING: 1. STEEL HARDWARE SHALL COMPLY WITH ASTM A7 OR A36, O, 5 ( 1704 OF THE 2003 18C: M H ILTIC20. HOT - DIP GALVANIZED IF EXPOSED TO WEATHER. SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE EPCONCA7. 2. MACHINE BOLTS MB): ASTM A307. HEX HEAD TYPE I WASHBUILDING WASHINGTON ASSOCIATION OF B OFFICIALS (WASO) `� i STUD OR JOIST RAW CHEM WITH MATCHING NUT AND STANDARD CUT WASHER OR -? REINFORCEMENT REQUIRED 1. STRUCTURAL WELDING (IF USED CLOSURE 0 ° SIMPSON SET. ET. MALLEABLE IRON WASHER AT WOOD BEARING SURFACE. -�' FOR PENETRATIONS GREATER A. ALL WELDING. BOTH SHOP AND LLD, } TRACK U x 2. HOLES FOR ADHESIVE ANCHOR SHALL BE DRILLED WITH A ROTARY DRILL. THAN PUNCH -OUT DEPTH ' r 8. INSPECTION TO BE PERFORMED DURING FABRICATION OF MATERIAL a 3. HOLES FOR ADHESIVE ANCHOR SHALL BE THOROUGHLY CLEANED E FOLLOWING PROCEDURE: WITH 3. LAG BOLTS AND SCREWS: FEDERAL SPECIFICATIONS FF -8 -561. Z 04 THE SHOP. StJBwN S t CERTIFICATIONS TO BUILDING T ALL REPORT t O-zw a a w OR TO ERECTION. -� r \ A. BLOW PUT ALL DUST AND LOOSE MATERIAL WITH COMPRESSED AIR 4. N AILS: z DEPARTMENT AND COPIES TO ENpNEER OF RECORD PRI o NSPECT1ON TO BE PERFORMED DURING FIELD WIELDING OF MATERIAL. 1 \\ a C • 0 STUD OR EXTENSION NOZZLE PLACED AT 80TTOM OF HOLE. A. COMMON (EXCEPT AS NOTED) FEDERAL SPECIFICATIONS N , CERTS AND REPORTS TO INSPECTOR MATFMN Z �S OF ERECTION. •; EXTERIOR APPLICATION. D. REPEAT A - AS READ. UNTIL ALL SURFACES ARE CLEAN, DRY ANO Z - B. CLEAN HOLE SURFACE WITH A NYLON BRUSH WHICH IS SI.IGHTlY FF - - - GALVANIZED. STRUCTURAL MELDS SHALL BE DONE BY A CERTIFIED WELDER IN LARGER THAN THE HOLE DIAMETER. B. FINISH NAILS FOR FINISH TRIM WORK. GALVANIZED FOR �C. BLOW OUT HOLE WITH COMPRESSED AIR PER A. D. ACCORDANCE MATH THE CURRENTLY ADOPTED EDITION OF AWMS DIA. 'C' JOIST . I. LOAD - BEARING STEEL STUD FRAMING SHALL CONFORM TO RECOMMENDED •, FULL TIME INSPECTION REQUIRED DURING FINAL FIELD WIELDING OF , � M ,� � L STANDARDS OF THE AMERICAN IRON AND STEEL INSTITUTE, UNLESS C. ALL EXTERIOR NAILS TO BE GALVANIZED, SIZE AS NOTED. ` DUST FREE. L 4. EPDXY NOTED OTHERWISE. w `�►- GOt�NrECTIONS. /� a ° E 0 Y SHALL BE INSTALLED WHILE IN LIQUID FORM BY POURING OR 5. METAL CONNECTORS AS SHOWN ON DRAWINGS TO BE SIMPSON , STUDS O JOISTS E. SPECIAL INSPEC TO BE HIRED BY OWNER. INJECTING INTO CLEANED HOLE. 2. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF (HOT -DIP GALVANIZED AT EXTERIOR CONDITIONS) NO SUBSTITUTIONS t 2. EPDXIED DOWELS OR THREADED ROD AS TM A446 GRADED (Fy=SOk FOR 12 GAUGE, ASTM A446 P ERMITTED. TOP EDGE OF PENETRATION A. DURING INSTALLATION OF DOWELS OR THREADED ROD. GRADE D (Fy=50ksi) OR ASTM A446 GRADE A (Fy=33ksi) FOR 6. CONCRETE ANCHORS SHALL BE "HILTI" ANCHORS AS MANUFACTURED �'�,� •'� �'.' 14 AND 16 GAUGE AND ASTM A446 GRADE A (Fy=33ksi FOR BY THE HILTI CO OR APPROVED EQUAL (UNO). SHALL NOT BE LOCATED NO REINFORCEMENT REQUIRED 3. MASONRY CONSTRUCTION PER WI A13 ,�' �!•;�'� p J l ANY HIGHER THAN THE FOR PENETRATIONS NTH A r ��•� � Q` � 1 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED. - 0 •'.'� 1 DRILL PROPER HOLE. CLEAN OUT HOLE. 4. % �► 7. ALL MATERIAL SHALL BE HOT DIP GALVANIZED {NO EXCEPTIONS); TOP EDGE PROVIDE SECTIONS OF TRACK AS COMPLETE HOLE TION WITH OF THE PUNCH -OUT DIAMETER LESS THAN OR � � e• , GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATION. EQUAL TO PUNCH - OUT DEPTH. A. PERIODIC INSPECTION REQUIRED AT THE START OF LAYING OF UNITS. 1 1 t ALTERNATE TO GUSSET PLATES USE OF NYLON BRUSH ( (DDO NOT USE NO ELECTRO- GALVANIZATION PERMITTED. NOTES EXCEPT AS NOTED ( AT LEFT) TAKING OF TEST PRISMS OR SPECIMENS, LAYING OF UNITS. AFTER • 1. FLANGES SHALL NOT BE NOTCHED OR CUT REINFORCING PLACEMENT. GROUT SPACES PRIOR TO AND DURING ALL !��7�' GUSSET PLATES AT TOP & BOTTOM "RE BRUSH) NOTE: CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS 'O f OF ASTM A570 GRADE 50ksi FOR 12 GAUGE, ASTM A570 2. FOR UNPUNCHED MEMBERS CONSULT THE GROUTING INSTALLATION. REFER TO A13 ��' C SPACED AS REQUIRED PROVIDE 10 K LOAD SHARING BETWEEN N MEMBERS � GRADE 50ksi OR GRADE 33ksi FOR 14 AND 16 GAUGE AND MANUFACTURER t� A �3 2938 C, K GRADE 33ksi FOR 18 GAUGE AND LIGHTER MEMBERS. CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A �� SPECIAL �AAT�R�ALS+ NOTE JOW STM, � PENETRATIONS SPECIAL �'CTION NOTES TYPICAL TPLE N ER GO�FIC� ac EN RUST INHIBITIVE PAINT. K10 K13 K16 2 EXP. 12 - 30 - 06 D PRIOR TO PLACEMENT, DISCHARGE APPROXIMA 3' ALL MATERIALS AND WORK TO CONFORM TO MANUFACTURERS - NTS _ NTS RECOMMENDATIONS AND REQUIREMENTS UNO. DATE SIGNED 07 -22 -05 ONE FLUID OUNCE OF EPDXY. EPDXY MUST BE 4. WELDING ELECTRODES: AWS A5.1 E 6013 RODS. AWS A5.18 GAS METAL CLIP ANGLE: 1 GAGE LESS THAN MATL a STUD * ATTACH TO STUD AND W fl I � z i � E } � N U NIFORM IN COLOR. INSERT THE NOZZLE INTO ~H • ° THE BOTTOM OF THE HOLE AND FILL THE HOLE ARC). t BLOCKING W/ SCREWS TYP � f8 � 1_ wo � >.� W M • T < W V1> u i 8 TO lot THE HOLE DEPTH � 5. PRIMER: FS TT-P-664. COMPOSITION G GENERAL USE. DL fT NOTE: d �� <� � � � J G 6. ALL LIGHT GAUGE STUDS AND JOISTS SHALL BE SUPPLIED BY SCAFCO SECTION OF TRACK 1. WHERE BLOCKING V � i CORPORATION OR EQUAL. PHONE: (800) 966 -2467. DLT T&B + MATERIAL THICKNESS BLOCKING--, 1 i ALLOWS. NOTCH AND 5�0� 3 7. ALL MATERIAL SUPPLIED BY SCAFCO IS COVERED UNDER ICBO REPORT BEND 90 FOR' =j6 ° - v D INSERT THE SELECTED ROD SLOWLY BY HAND �4943P. `��` + CONNECTION FLAT X Y"�� INTO THE BOTTOM OF THE HOLE USING A SLOW TWISTING MOTION 8. SCREWS: t i BLOCKING 4! c ° �� W 0 50- = N� A. ITW BUILDER TEKS SELF- DRILLING FASTENERS. FULL HT DBL STUD �8 �^ z �a i t TO TOP TRACK BLOCKING I �. CUT i „ 10 -16x 34" POINT PAN HWH F T A T T FLANGE ��+° 'i��;aW �S � �2 01 OR OR L G 0 L GA FLAT x #10 -24 A # POINT PAN OR HWH FOR LT GA TO RED STEEL � o �� #�� zvb $ oww�v • " BLOCKING °' �^ #10 - 24x 1346 OR 1" WAFER HEAD FOR SHTG TO LT GA BACKING W w o � 0 g om 1 S + EXTEND CLOSURE ,� w § - = z H + H SiCREW M S SHALL BE of SUFFICIENT LENGTH M ACHIEVE Full TRACK TO BOTTOM TRACK STUDS ; 1 x ' F � 8 ? 8 V 0 9 1 W z 4 PENETRATION I NTO ALL MEMB AT CONNECTIONS. + ' �' W s" '" 6 h o < H Q AFTER RECOMMENDED CURE TIME INSTALL W + < W CL N AND TIGHTEN FIXTURE B SCREW MINIMUM D DISTANCE I IN A M EMB E R S. d E = L/6 ff ~T �� < 1m EDGE S CE S �6 ALL DBL I Ox2x 16 GA STUDS f S L 3 "' _ < g W" "112 REFER TO * oo '��'d'a� MINIMUM SPACING IS 1 16 d -- T✓+ L � � � $ �� r! (2) KING do o TRIMMER AT JAMB I a NOTE.- CUP ANGLE GAGE SAME AS N SPECIAL ONSPEC71ON REQUIRED JOIST. ATTACH TO JOIST OR STUD n & BLOCKING W/ SCREWS TYP o G JOISTS Q G1 EPDXY ANCHOR DETAIL (DOWEL SPA) G4 LIGHT GAUGE NOTES end SPECS G7 (NOT USED) G10 TYPICAL BEARING JANE snd W.AD G13 NVOT USED G16 SOLD BLOCKING NTS - - NTS NTS NTS r .. Q1 F 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. 2. ALL CONCRETE SHALL ATTAIN A STRENGTH OF 2,500 psi WITHIN 28 DAYS, UNO. MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 2.500 si OR LESS (STAGGER SPLICES SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 16 #6 JV # 80 # 24" # 48' # 101 #5 28" #8 63" oil 124' co a, W Y U CA: = d O V F CUP ANGLE. Ys" LESS THAN 41ow STUD WIDTH. ATTACH WITH 3. ALL CEMENT USED TO BE TYPE I OR TYPE It OF ASTM -C -150. STUD x W-10" " 4 SCREWS AS SHOWN. 4. DRYPACK TO BE COMPOSED OF 1 PART PORTLAND CEMENT TO � � MINIMUM BAR SPACING (INCLUDING LAPS): 2" CLR OR 1% x BAR co NOT MORE THAN THREE PARTS SAND. DIAMETER. 1.5 x LAP EQUALS 15OX LAP LENGTH REQUIRED 5. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSL WET FOR E 10 DAYS OR BY AN APPROVED CURING COMPOUND (UNO). CONCRETE COVER FOR REINFORCING STEEL 'CUT' COLD - ROLLED CHANNEL Q E 6. ALL REINFORCING STEEL. ANCHOR BOLTS AND OTHER INSETS TO CAST AGAINST EARTH OR GRADE ...... BRIDGING BE ACCURATELY PLACED AND SECURED 50 THAT THEY WILL NOT - .- .-- - - - - -r ......�.«.... _ - - - - -- 3 � 2) SCREWS AS RE00 EXPOSED TO EARTH OR WEATHER {FORMED) TO BE SPACED AT MID- BE DISPLACED. HEIGHT OF STUD TYP EACHSIDE) #5 & SMALLER..----........-._.......---.- ............. ...._......-- ------------ -.._.. ....116 7. ALL CONSTRUCTION JOINT LOCATIONS TO BE APPROVED BY THE #6 do LARGER . ...... .. ..... _... ........... -- .............................................. - ......... • 2' ENGINEER, IF NOT NOTED ON DRAWINGS. NOT EXPOSED TO EARTH OR WEATHER . SLABS - FROM TOP OF CONIC UNO ...-------- •------- ---- - - - - --------------- ---- --- - -_. -. 2" C� ! � Z O ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND � D END N A STANDARD 90' or 180' FIOOIC U NLESS OETAN.Ep OTHERWISE D a: D1 CONUCM NOTES D4 TOP ADD TRACK SPLICE D7 STEEL DATA D10 rmcAL WALL colo O vow I 1 NTS - NTS ' O co) Y DBL STUD TYP ' A WO AB S • 36'oc '�- SECTION OF STUD x 0' -6' 180' Hl'>CMC W F1O01C Al2 Al A6 A15 w J STUD TO STIFFEN TRACK R =8 DIA -- 12 DIA CLOSURE TRACK TRACK OR _ _� SCREW • EA DLT TRACK 6 . � - •- ---- -- - --. - ._.._. --._ - - -- _--_ -- FLANGE 4< C i2E�IF 3i' :8' 's w R =3 DIA FOR 03 TO 08 t IASI R R =4 DIA FOR #9 #11 �- I. All ORCING STEEL SHALL COW�IFORM TO AS TM A61 -40 , F SO x mss' It M T O R = DIA FOR #3 TO #T ------ - - - - -- - - -- ----- - - - - -- - I - Q f4 BARS AND SMALLER AND ASTM (A706U -60) FOR I5 BARS AND AT JAMB STUD , 4 jXA OR 2 *. � Rst DIA FOR #8 TO #11 - - -- -- -- - - -- - -- - - -- - - -- - _� EARGER. UM.ESS NOTED OTMERVA%- a IN TR ACK STANDARD MO WS S BENDS •- 2- LISE LOW HYDROGEN ELECTRODES. GRADE (E -70) FOR ORDING OF 2 MIN FOR STEP FTGS REINFORCING BARS (IF APPLICABLE). 6 11 M46x Ile CD DE 3. RE>QRCINlG BARS YAKKED C ON TINIlC�IiS T BE SP`.D PER A10 1 MAX ls- �� erJr MAX D�'+C rrr) S CONCRETE POURED � GRACE TO BE QED w� �. S;AS SLAB ON GRADE � Al ii � co PRI�DR TO POUR �. i cauIMI1111 em oar ST emits �,,�'' - � ��.� � 0) S LL 4 A RE]WORL�G SHA... BE SE� w LY TIM �C BRAI N D PLACE 6 DIA OR FOR SIMS & SLABS UNO f PRIOR TO PLACIEWENr , OF CONCRETE_ 3' w AREA OF WORK TO BE PERFORMED _ { a7 ! 5. ALL REWOR'C Cw,E NG >N BE SMALL BE KEPT AN AND FREE OF RUST. tiAP PER t s5- _ if • �1�41/s�� J l ,vT � • Kw �m Po 16 6A � EJIL1i E11D (?t IfiAl) UP TO 04 BAR'S IIVV�7� A MBB1tlS S us ma Sc^x AS NOTED Zlt= R26 A Al ,�4 SAM OF WALLL. AT 0" ON �7 .AIM AT GM A10 DATA KEY PLAIN A� PL f'� +y. �. -... �! -' -'�. �� f . .I. '�� t-. �. � -. -. ...w.� . -� r +. _ -. w �" lw .. .t_.M. ... ...�.. � r a .:.- .-. 7. r ... . - . . �. . - ....1.. a.a -. r.. ... .. .� r r � i � 1 2 3 5 6 7 8 9 10 1 1 12 13 14 15 1a v I � 32" OPEN END UNIT, TYP OPEN END UNIT, TYP o U SOLI . GROU ALL CElL TYP UNO WORK MORTAR TIGHT INTO JOINT - Jam~ ° n 0 q OTE: USE AT ALL UNFINISHED `�> / TYPICA ,ML,J„ COURSING BETWEEN 16 CENTERS u c x EXTERIOR OR WET SURFACES O BOND BEAM UNITS BOND BEAM BARS VERTICAL STEEL, TYP A � USE CON l OPEN END UNITS PER OTHER DETAILS WHERE POSSIBLE HORIZ REINF W 16" PER OTHER DETAILS 0 _ TYP OPEN END BOND BEAM UNITS WORK MORTAR TIGHT - - - -- _ - -- - - -- - - -- - -- -- • °' o INTO JOINT BEFORE ._ _! 24 CENTERS �i STRIKING VERTICAL STEEL. T LUSH YP i C P< d0 USE ONLY AT WALLS � ~ .�J� SOLID GROUT AT BOND WITH PLASTER FINISH OR BEAM, TV ° COMMON BONG PATTERN EQUIVALENT SEALER a • .• • • c; ,�r y AD OTHERWISE B IRICAL $ " WALL b 12" CENTERS A o �Ir _ _ _� Z6 K ISOMETRIC E+�, 3"311 L K Kl TYPICAL C AI! WALL PA T ?C.AL cw MORTAR NOT USED TYPICAL CMU DETALS K4 K7 ) K10 K13 TYPAL cm BOIL � AL sTEEL PLACEMENT IN CMU K16 EXP. 12 -30-06 ,Ya " =1' - 0" NTS - NT5 � i " =1' -0" Ya " =1' -0" DATE SIGNED 07 -22 -05 Z V QU � �'R 48 AR 0 3* AT 4 BAR COND TYPICAL REBAR LAP SPLICES MIN CLEARANCES OF �, # z l w p; 0 L TYP EXCEPT AS NOTED OTHERWISE REINFORCING STEEL CMU WALL OR PILASTER � ff �; CMU TO REBAR Vi" MIN EMBEDMENT 3 BAR SIZE LAP SPLICE z �� <'� Mt is � � ��l� REBAR TO REBAR 2" MIN PER SCHEDULE n REMOVE FACE SHELL W � F �$ �4 30 do FILL W/ GROUT Hd � �H L 5 32" 1 DOWELS r TO HORIZ BARS AS SHOWN. ANCHOR BOLT z 60 R i on do TYP AT ALL CORNERS INTERSECTIONS. 36 REFER TO c 7 42" S0. � igdNSZ� ALT; BEND CONT BAR 48 BAR 0. BEND 48" FOR HOOKS dt BENDS �$ o� �W 05up- 1 DOWN AT WALL ENDS y 54 0 Qm % -.g' gW3 <Legs 1� (2) /4 VERT BARS AT ALL CORNERS, 1" MIN GROUT ALL - �SN�� >a W w�$"�o INTERSECTIONS, OPENINGS AND ENDS OF WALLS. TYP I n MASONRY BOLTS IN w �'� <o MO om e i TYP VERT REINF PER OTHER DETAILS a N A 4 0 4 o f N V : � t 3 Z 4 4010 9- zv II 1 VERT WAIL BAR v l WW �,6� ° H H 4 _ : z] <p c W AT E OF WAIL, LINO QN >c °u u_ i J 1 TYP HORIZ REINF PER OTHER DETAILS a 1 STAGGER LAPS < W w >- F W f CL U vi "0 0ow- 400 USE BOT OF FTG DO NOT SPLICE REINFORpNG IN N ELEVATION MIDDLE A OF WALL HEIGHT. UNO U ° USE TEMPLATE TO SET ALL BOLTS. Gj TYPICAL R'E ORCING AT CORNER G4 (NOT USED) G7 (NOT USED) G10 TYPICAL CMU REM -ORCNG sm-IcEs G13 BOLT INSTALLATION DETAL G116 (NOT USED) ,Y " =1' -0" - .-- NTS =1' - - {� IE 0 CD �p1,Ot�lt�'ra ao 0 w Y N I CONCRETE BLOCK SHALL BE UNITS CONFORMING TO ASTM C90. WITH -2 20M a W MINIMUM PRISM STRENGTH f m OF 1,500 psi. AU C ;;RA o v F 1. 00 NOT TIE CONDUIT TO REINFORCING. � r o f 2 . PLACE CONDUIT IN CELLS W/O REINF WHERE POSSIBLE. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. 3- MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270. WITH MINIMUM City/ Of TuAvIla COMPRESSIVE STRENGTH OF 1,800 psi AT 28 DAYS. MORTAR SHALL BE BLIILDjN nrVTlzT0 FRESHLY PREPARED AND UNIFORMLY MIXED. MIX MORTAR AS REQUIRED 1 CLR TO ACHIEVE MINIMUM COMPRESSIVE STRENGTH. SUGGESTED MIX Z TO REINF GUIDELINE: MIX BY WEIGHT; 1 PART PORTLAND CEMENT. Yl PART LIME v w -, FLOOR OR ROOF FRAMING cr PUTTY. AND 0i PARTS SAND. IF PLASTIC TYPE CEMENT IS USED PER OTHER DETAILS. c THE LIME PUTTY SHALL BE OMITTED. NQTE. FOR COMPRESSIVE SEE PLANS FOR SIZE, 10- QUIR STRENGTH GREATER THAN 1,800 psi, ADJUST MIX AS REED. WALL FRAMING PER I SPACING AND ORIENTATION OTHER DETAILS 4. GROUT SHALL CONFORM TO ASTM C476, WITH MINIMUM COMPRESSIVE E E ° 1 STRENGTH OF 2.500 psi AT 28 DAYS, GROUT SHALL BE OF FLUID CONSISTENCY. GROUT ALL CELL,$„ MIX GROUT AS REQUIRED TO ACHIEVE MINIMUM COIrIPRESSlVE STRENGTH. SUGGESTED MIX GUIDELINE: MIX BY — WIGHT.- 1 PART CEMENT. 3 PARTS SAND, 2 PARTS PEA GRAVEL. NO CONDUIT CUT CMU FOR ELECTRICAL tj91L- FOR COMPRESSIVE STRENGTH GREATER THAN 2,500 psi, ADJUST MAX IN LAST CELL ALL AROUND OUTLET BOX - DO NOT MIX AS REQUIRED. 2x OR 4x PTDF SILL it OVER CUT Z CONDUIT 5. THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING BOND BEAM W/ ARCHORAGE PER i STEEL SHALL NOT BE LESS THAN "a AND BETWEEN ADJACENT W/ (2) #4 CONT 1 OTHER DETAILS Q REMNF`ORCING BARS NOT LESS THAN �i . 1 �' FLOOR OR ROOF FRAMING PER OTHER T AILS 6. REINFORCING STEEL SHALL BAR CONE N TO ASTM �� DE D BE DEFORMED S ORMI G - SEE PLANS FOR SIZE, Q ., A615 GRADE 40 EXCEPT THAT V4' TIES MAY BE PLAIN BARS. MARE RE�ORCEMENT SHALL CONFORM TO ASTM A82. SPACING AND ORIENTATION W Q D D1 (NOT USED) D4 coww N cw D7 mT usm) D10 OoT usm) 7. IF WORK Is STOPPED ONE HOUR OR LONGER. PROVIDE HORIZONTAL : -: - .:- - - _ O — CONSTRUCTION JOINTS BY STOPPING GROUT 1Yt" BELOW THE TOP CONT REINF AT PA lom 3: - Iit" 1' -0" OF TINE BLOCK. SERIES ANCHOR � � � _ - _ - -- � IN BOND BEAM L �. SPECIAL PER SECTM 17+04 OF 7W 2003 OC BY AN PER OTHER DETAILS _ PA SERIES ANCHOR Q 94SPEOCIR APPROVED BY 7W ENGRIEER AND 7W APPLICABLE AS OCCURS PER PLAN BUIXIM DEPARAIIENT IS REO ED. I NJM 07FERUSE NOTED- LTT SERIES ANCHOR J 8x8x16 CMU i 1 OCCURS P ER �� A. PERIODIC IISPECTIOii REOII M AT 71EE START OF LAY= OF tNGM Q Tll aM OF IEST OR AND LAYING OF LOM INSPECT CONT HORIZ REINF , RflF N CO IG IMO GROUT SP PAM TO AND Ot1RNC DOWEL TO HATCH SIZE Ar ALL GL'OUIM WTALLAIIOl/. IEFF ER 70 1 VER WALL REINF ;' 1 SPACING OF VERT WALL (; AT E CMU WALL BARS. ALTERNATE HOOKS 9_ USE DOUBLE OPEN END INrIT'S VMRE POSSIBLE AND SPIGLE OPEN END INVERTED BOND 11 AT OW MU ON SEALANT 0 LWTS OTI�ERMSE. BEAM W/ /4 CONT � �� AT L OW CMU �ONa (� L& a !O_ PWAIDE AN INVERTED BOND COURSE AT THE FOUND ATION LEVEL AND AT THE BOTTOM OF EACH LIFT TO FACILITATE CLEAN OUT. CLEAN OUTS 2x4 CONT KEY y SLAB & ROW PER PLAN SMALL BE PROVIDED AS NECESSARY IN THE BOND LMT LEVEL. II Lu 11. DOWELS FROM FOUNDAT04 ARE TO MATCH SIZE AND SPA CM OF WALL SAO FOR EXT FONSH RE7W'ORCMPG_ AUGN. LAP AND TIE DOWELS TC VERTICAL WAIL i c O B RENFaRCW.,- PRCw4E WSMUM1 LAP SKOF'ED MATH ALL DOWELS ca EX IEW084G, TO LOWEST FOUNDARM RENFORCING AND EMS MTN A I BEAM A"' i � STAXIDARD HOOK- 12- SET ALL LEDGER AND MARo+EARE BOLTS 07" TEMPLATES. REMOVE CMU FACE 9ELL 1' LARGER TH M BaT DUUKIER AND FILL, 01N GROUT REFER TO GI 3 1� • ' SEE OTHER DETAILS 13. SAD FOR CMU F> 494 TVPE LOCA1"t COLS EX tl.+ Fm FDK 8t tiE10F ,lam MRJ R E CMU 11iL1 159W5 A s ART FVW SCALE A NOTM Al 00T lam) A4 MT l�0) A7 OcT um)) X410 OAT! A Ni A* 3Ymwc Cam! 00 N 1 9 42 1 a +4 a s 7 s • w s is 'w. �.- �..�.�►�`� "'��'. .��. .- ..,.�.�. .�- �'�w...s -w.. -�., -„ �. ,� ..r ....._. -. ,. r...., �f.. :- .....�... .... .. ... ...,.,�... �. � _ ....�.... ...�... - ....� .._ _ . r ... ..,_ _. _ � - - �. _- . � _.... .�-�. �.�► �- "�.-_ r ter- _ .. � � -..._ .- �... __ �,. .. - ....�........._. �w •. - - � � - _ �, _ ,....�_ .,�,. -.�„ N �. - -... ... .�. � .� _. _.._ - �... -�- - �..---- �...r ---� �. �. �. � - - - - ..... .� �. ; � _...�........ �.. - ......- - f-- +-�.• --•.. +� .- .....� -..� � .__ __,._,_ .....��..w•- .+mow- ....�...r. -�_ .mot- __... �.�.. .�.- �•. ._ �. Q ' f IV �1uRC1. W/ _j I M STD HOOK 1 1 8" CMU WALL EMBEDMENT 12" CMU WALL EMBEDMENT PILASTER EMBEDMENT ► N3< v � r 5s` � o `-�< 0096$ R � ° r 511 r 9Lt 13" USE BOT OF FTG DO NOT SPLICE REINFORpNG IN N ELEVATION MIDDLE A OF WALL HEIGHT. UNO U ° USE TEMPLATE TO SET ALL BOLTS. Gj TYPICAL R'E ORCING AT CORNER G4 (NOT USED) G7 (NOT USED) G10 TYPICAL CMU REM -ORCNG sm-IcEs G13 BOLT INSTALLATION DETAL G116 (NOT USED) ,Y " =1' -0" - .-- NTS =1' - - {� IE 0 CD �p1,Ot�lt�'ra ao 0 w Y N I CONCRETE BLOCK SHALL BE UNITS CONFORMING TO ASTM C90. WITH -2 20M a W MINIMUM PRISM STRENGTH f m OF 1,500 psi. AU C ;;RA o v F 1. 00 NOT TIE CONDUIT TO REINFORCING. � r o f 2 . PLACE CONDUIT IN CELLS W/O REINF WHERE POSSIBLE. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. 3- MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270. WITH MINIMUM City/ Of TuAvIla COMPRESSIVE STRENGTH OF 1,800 psi AT 28 DAYS. MORTAR SHALL BE BLIILDjN nrVTlzT0 FRESHLY PREPARED AND UNIFORMLY MIXED. MIX MORTAR AS REQUIRED 1 CLR TO ACHIEVE MINIMUM COMPRESSIVE STRENGTH. SUGGESTED MIX Z TO REINF GUIDELINE: MIX BY WEIGHT; 1 PART PORTLAND CEMENT. Yl PART LIME v w -, FLOOR OR ROOF FRAMING cr PUTTY. AND 0i PARTS SAND. IF PLASTIC TYPE CEMENT IS USED PER OTHER DETAILS. c THE LIME PUTTY SHALL BE OMITTED. NQTE. FOR COMPRESSIVE SEE PLANS FOR SIZE, 10- QUIR STRENGTH GREATER THAN 1,800 psi, ADJUST MIX AS REED. WALL FRAMING PER I SPACING AND ORIENTATION OTHER DETAILS 4. GROUT SHALL CONFORM TO ASTM C476, WITH MINIMUM COMPRESSIVE E E ° 1 STRENGTH OF 2.500 psi AT 28 DAYS, GROUT SHALL BE OF FLUID CONSISTENCY. GROUT ALL CELL,$„ MIX GROUT AS REQUIRED TO ACHIEVE MINIMUM COIrIPRESSlVE STRENGTH. SUGGESTED MIX GUIDELINE: MIX BY — WIGHT.- 1 PART CEMENT. 3 PARTS SAND, 2 PARTS PEA GRAVEL. NO CONDUIT CUT CMU FOR ELECTRICAL tj91L- FOR COMPRESSIVE STRENGTH GREATER THAN 2,500 psi, ADJUST MAX IN LAST CELL ALL AROUND OUTLET BOX - DO NOT MIX AS REQUIRED. 2x OR 4x PTDF SILL it OVER CUT Z CONDUIT 5. THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING BOND BEAM W/ ARCHORAGE PER i STEEL SHALL NOT BE LESS THAN "a AND BETWEEN ADJACENT W/ (2) #4 CONT 1 OTHER DETAILS Q REMNF`ORCING BARS NOT LESS THAN �i . 1 �' FLOOR OR ROOF FRAMING PER OTHER T AILS 6. REINFORCING STEEL SHALL BAR CONE N TO ASTM �� DE D BE DEFORMED S ORMI G - SEE PLANS FOR SIZE, Q ., A615 GRADE 40 EXCEPT THAT V4' TIES MAY BE PLAIN BARS. MARE RE�ORCEMENT SHALL CONFORM TO ASTM A82. SPACING AND ORIENTATION W Q D D1 (NOT USED) D4 coww N cw D7 mT usm) D10 OoT usm) 7. IF WORK Is STOPPED ONE HOUR OR LONGER. PROVIDE HORIZONTAL : -: - .:- - - _ O — CONSTRUCTION JOINTS BY STOPPING GROUT 1Yt" BELOW THE TOP CONT REINF AT PA lom 3: - Iit" 1' -0" OF TINE BLOCK. SERIES ANCHOR � � � _ - _ - -- � IN BOND BEAM L �. SPECIAL PER SECTM 17+04 OF 7W 2003 OC BY AN PER OTHER DETAILS _ PA SERIES ANCHOR Q 94SPEOCIR APPROVED BY 7W ENGRIEER AND 7W APPLICABLE AS OCCURS PER PLAN BUIXIM DEPARAIIENT IS REO ED. I NJM 07FERUSE NOTED- LTT SERIES ANCHOR J 8x8x16 CMU i 1 OCCURS P ER �� A. PERIODIC IISPECTIOii REOII M AT 71EE START OF LAY= OF tNGM Q Tll aM OF IEST OR AND LAYING OF LOM INSPECT CONT HORIZ REINF , RflF N CO IG IMO GROUT SP PAM TO AND Ot1RNC DOWEL TO HATCH SIZE Ar ALL GL'OUIM WTALLAIIOl/. IEFF ER 70 1 VER WALL REINF ;' 1 SPACING OF VERT WALL (; AT E CMU WALL BARS. ALTERNATE HOOKS 9_ USE DOUBLE OPEN END INrIT'S VMRE POSSIBLE AND SPIGLE OPEN END INVERTED BOND 11 AT OW MU ON SEALANT 0 LWTS OTI�ERMSE. BEAM W/ /4 CONT � �� AT L OW CMU �ONa (� L& a !O_ PWAIDE AN INVERTED BOND COURSE AT THE FOUND ATION LEVEL AND AT THE BOTTOM OF EACH LIFT TO FACILITATE CLEAN OUT. CLEAN OUTS 2x4 CONT KEY y SLAB & ROW PER PLAN SMALL BE PROVIDED AS NECESSARY IN THE BOND LMT LEVEL. II Lu 11. DOWELS FROM FOUNDAT04 ARE TO MATCH SIZE AND SPA CM OF WALL SAO FOR EXT FONSH RE7W'ORCMPG_ AUGN. LAP AND TIE DOWELS TC VERTICAL WAIL i c O B RENFaRCW.,- PRCw4E WSMUM1 LAP SKOF'ED MATH ALL DOWELS ca EX IEW084G, TO LOWEST FOUNDARM RENFORCING AND EMS MTN A I BEAM A"' i � STAXIDARD HOOK- 12- SET ALL LEDGER AND MARo+EARE BOLTS 07" TEMPLATES. REMOVE CMU FACE 9ELL 1' LARGER TH M BaT DUUKIER AND FILL, 01N GROUT REFER TO GI 3 1� • ' SEE OTHER DETAILS 13. SAD FOR CMU F> 494 TVPE LOCA1"t COLS EX tl.+ Fm FDK 8t tiE10F ,lam MRJ R E CMU 11iL1 159W5 A s ART FVW SCALE A NOTM Al 00T lam) A4 MT l�0) A7 OcT um)) X410 OAT! A Ni A* 3Ymwc Cam! 00 N 1 9 42 1 a +4 a s 7 s • w s is 'w. �.- �..�.�►�`� "'��'. .��. .- ..,.�.�. .�- �'�w...s -w.. -�., -„ �. ,� ..r ....._. -. ,. r...., �f.. :- .....�... .... .. ... ...,.,�... �. � _ ....�.... ...�... - ....� .._ _ . r ... ..,_ _. _ � - - �. _- . � _.... .�-�. �.�► �- "�.-_ r ter- _ .. � � -..._ .- �... __ �,. .. - ....�........._. �w •. - - � � - _ �, _ ,....�_ .,�,. -.�„ N �. - -... ... .�. � .� _. _.._ - �... -�- - �..---- �...r ---� �. �. �. � - - - - ..... .� �. ; � _...�........ �.. - ......- - f-- +-�.• --•.. +� .- .....� -..� � .__ __,._,_ .....��..w•- .+mow- ....�...r. -�_ .mot- __... �.�.. .�.- i 1 t I I s � i ' v v 1 1 !1i ^ G I 1 1 � i � W t � 1 i 1 f �1 7 1 cm t f i r � 1 f 1 i v v ' a t � A 1 i ! f y Y N • • / i •'• • • • % ON 1 12 C) i , ! r > O t a Z' - 7h' v ft it , i a l I t 4 4 of 44 4. • ' ( 1 1 � 1 y r. 1 j v v 1 39 X �n r i rn 1 .� ri i l to z I ti 4 ti I (J-) at 4: r-a r T ...� C• C f DRAWN BY : TMN 07 -22 -05 THIS ORAVANG AND THE DESIGN IT COVERS ARE THE PROPERTY OF DLF ri O 30. WALL FR AMING ENGINEERS. THEY ARE MERELY LOANED ON TEE B R'S A GREEME NT E ELEVATION AND DETAILS CHECKED BY: D� T IN �' ,r �o I`� THESE DOCUMENT AND �� a'�Ea�ilWNER SP OF PROJECT CHAN REPR L OANED. � a GES "I ��O� OE THESE S. O S S .y JE PRIOR TO COMPLETION OF SAID PROCT, DLF ENGINEERS ASSUMES NO 0 ♦ Sj,� A RESPONSIBILITY AND SHALL BE FULLY INDEMNIFIED OF ANY AND ALL Q UABIUTY ASSOCIATED WITH THIS WORK AND THIS ACTION WILL Z • ULTA STOREFRONT AUTOMATICALLY TE ANY AGREEMENT, CONTRACT R ELATIO NS HIP R1 ETHER ACTU WI L OR IMPLIED TH SAID PART INVOLVED, INVOlVED, EO. O •} CCIi'YRIGHT 2085 OLF ENGINEERS it CONSTRUCTORS, INC. AND 8 TUKMLA WA OW4ERS. O ESSRECE AGEN TS. CO S. R D IITECTS. TIENGINEERS. N 0 14, � ti r ISSU�� R O CA v ENGINES REMOVE COPYRIGHT NOTICES AFFIXED THERETO. FURTHERMORE. RECIPIENTS t� OF CAD FILES WILL NOT COPY OR CHANGE AND MAIL PREVENT THE N * � � ' C O N S T R U C T O R S I COPYING OR CHANGING BY OTHERS OF CAD WORK WATHOUT PRIOR WRITTEN W D PERMISSION OF DISCLAIMS ABBILITY AN ENGIN TY FOR ANY OOi�THE CHANGES so MADE BY THE OWNER OR THE OWNER'S AGENT TO THE ELECTRONIC FILES. O P. B >< 7 1 7 Windsor , C 8 9 S 9 AND OWNER ASSUMES ALL RESPONSIBILITY AND UABIUTY FOR THE SAME T Q Q 7) a 3 a• 1505 FAX N (� 0 7) a 38-1970 ; • t 1 A A I t i a A A M V JAft INU Ak 30' -9 "f i 1 IV I f1 EXIST. ROOF FRAMING TO BE REMOVED 18 GA ROLLED TRACK W/ ■ 8 18 GA SHEET THUS: n Q Q SAD FOR FINISH 7f" APA RATED 40/20 EXP 1 SHTG W/ /10 - 24 x1" WAFER HEAD SCREWS O 6" Q Q EDGES, 12" FIELD (N) 6x 18 GA STUDS O 16 "oc i Q 18 GA DLT, W/ (2) SCREWS TO (E) STUD /JOIST TOP OF PARAPET h" APA RATED 40/20 EXP 1 SHTG W/ #10 -24 x1" WAFER HEAD SCREWS O 6" EDGES, 12" FIELD 9 �i L F E Iwo E W-. 18 GA TRACK W/ (1) SCREW 25' --0 "t _ — _ EA STUD TOP OF PARAPET (SAD) Q Q h" APA RATED 40/20 EXP" APA RATED 40/20 EXP 1 SHTG W/ 010 -24 x1" 1 SHTG W/ #10 -24 x1" WAFER HEAD SCREWS O 6" WAFER HEAD SCREWS O 6" EDGES, 12" FIELD EDGES, 12" FIELD CUT BACK ROOF SHTG AS REQUIRED Q Q FOR PARAPET EXTENSION 6x 18 GA STUDS O 16 "oc SAD FOR WATERPROOFING 18 GA DLT, W/ (2) SCREWS TO (E) STUD /JOIST 16 GA IL LAP (E) & (N) STUDS W/ (3) SCREWS EA STUD 1 i ' (E) BLDG STL i; I Q (E) ROOF FRMG 1 F SAD FOR FINISH 1 1 (N) 6x 18 GA STUDS O 16 "oc (E) 18 GA TRACK (E) 6x 18 GA STUDS O 16 "oc (E) 6x 1 8 GA JSTS (E) SHTG 9 16'0c 1 I p I N� 16 GA R. LAP (E) & (N) STUDS W/ (3) SCREWS EA i STUD (E) ANGLE 1 n REMOV T& FIN T 1 � E VE (E) SH SH 0 1 !„ ATTACH (N) STUDS t:, 16 GA R. LAP (E) do (N) SOFFIT, SAD M r STUDS W/ (3) SCREWS EA 1 STUD I k 10' -0 "t TOP OF MASONRY -- - -- - -- r 1 ! 1 1 (E) BLDG STL I r I 1 1 1 1 - ' ! (E) COL BEYOND 1 1 � I 1 1 I EXISTING STOREFRONT I 1 I � 1 9 1 1 = r a s FF (RE - -- — - -- - I R t / R , k ' i I { 11 R� I -0"t EXISTING STOREFRONT (, i - (E) SHTG (E) BLDG STL i 1 i FF (REF) -- - r-�- L k � I 2k -8" Ell] 11 8x8x16 SPLIT FACE CMU BLOCK TYP. MATCH (E) SIZE _4 r _ � -�, ti � • COLOR LINE OF CONC CURB uj a I f _ t• ;.. (E) CMU COL n V) X �_.' SOLID GROUT ALL CELLS 2' -0" EXIST. PIER K12 � T CMU CONSTRUCTION. CTION. REF R TO 0. .s"= 1 -0" SAD FOR DECORATIVE CMU BLOCK DETAILS #4 O 32'oc A l6 17 � p t 8 .. 8 a 8 ■ 8 n n 8x8x16 SPLIT FACE CMU BLOCK TYP, MATCH (E) SIZE do COLOR LINE OF CONC CURB U H O P � P w n N <w � Vn 0 .o �n u ax a< M nQ W Z W 0 k Z Mr mw n Z j00 A15 [El [ SOLID GROUT ALL CELLS y� f ►l� 3 SIY�'" FOR STANDARD DETAILS OF # � ENG1�w K15 �T CMU CONSTRUCTION. REFER TO 0. EXP. 12-30-06 -Y4 DATE SIGNED 07-22-05 low - i v W ° y � S y � �_<8ou 5 � #Zoo -,z 094 KOH L; ,��• Fvm U oWW °ytr ffl o g W #w o°fw K vev wa d Air 404) -N §W� a & De, \; W v 'm 084 �<�O c o Z�W � zZ ;�4<� F 3 F G AT TOP WWWo�-W o$ c6 ' CL Aj)-j PER ELEVATION I S m WU g 1, n��O 1 i j ii In I _ ( o -SAO FOR DECORATIVE cr CMU BLOCK DETAILS `i 1 n O #4 O 32'oc Sx8x16 SPLIT FACE CMU BLOCK K12 1 (E) CMU COL 1 f4 DOWEL PER PLAN a la r T 1 INVERTED BOND BEAM C-4 W/ #4 CON T *7 CHAL*ER. TYP tom_ ADOL FIG. AS REQUIRED FOR CWJ COL EXTENSION (E) YARD SLAB CONT KEY z I -e �' SAWWT, AS REQUIRED FROM 2,c4 SAD t PATCH TO MATCH (E) — te i (4)#4 t 1 to ✓ 1 l i ` 1 H Z (3) #40 2' DRRi O DI I VE o TO (E) FTG O 12'0c umom"nAl" SO" 1 Z 'A CE o FOK m ial�rt W Y U cr _ 0 U f Nita JT� Tr Ott G) Z 0 oQ PLAN F: I BEAM w Q rYP Q T&B Q J AT�(E} ILU = a \• 1 T 15mm �►1 A� � 5 �vm I � • X1~ 9 � �.'"°m°° m Wm vow AS SCALE Al2 K -_, -- ,•-- X3.2 ID is TOP OF PARAPET — —� � -- �' (E) 6x 18 GA STUDS O 16 "oc 1 1 � � (E) ROOF FRAMING _� ' 11 II o'i I �{ ' 1�. -� . I I 1 • 11 I --------- -: - - -- - - ---- -- Li I I I! i � (E) BLDG STL I ` (E) ROOF FRMG 1 1 fr% 10 es TDArlr j b 1 2' —o"t i SOFFIT. SAD t I !I � 1! I � I i I CONDITION AT TOP PER ELEVATION + • I r I k _. _ �- A"`--- f _ -_ - __.. mow-_- �.'�.'_"_. r.'�•�'�- ��._�►.- �_-. -.._�- .r -.w�.- - - �'�'++�"'- fie +.fir^ l�.e-- ...`_ +�.i. !- •.�nwl..�.�' 7.lamm.. � -r- - - v _,"�� .�. w-'.._...- �•w.�'�_'�/�kV. —.a►'amp." ^"Now �l+r.,•.. � w M ~ kb q III d +c h 0 h MECHANICAL SYM HVAC GENERAL NOTES 1. HVAC SYSTEMS SHALL, BE INSTALLED IN ACCORDANCE WITH 12. WHEREVER FOUNDATION WALLS, OUTSIDE WALLS, ROOFS, ETC. MANUAL VOLUME - a - WITH OPERATOR t►• ALL APPLICABLE BUILDING CODES. SAME DAMPER AS ABOVE WITH VENTFABRK:S INC. ARE CUT FOR INSTALLATION OF SYSTEMS, THEY SHALL BE 2. R O • 6 RI GHT r LE GEAR A S SE PATCHED TO MATCH EXISTING CONSTRUCTION AND SEALED PLAIN CERMG PAINTABLE COVER PLATE. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED IRON TAT WrIll DEVICE CONTROLLED. WEATHER TIGHT. WORK SHALL BE PERFORMED BY CRAFTSMEN SHEET METAL AND BE FABRICATED ACCORDING TO THE SKILLED IN THEIR RESPECTIVE TRADES. S.M.A.C.N.A. LOW VELOCITY DUCT MANUAL AND ASHRAE HANDBOOK EQUIPMENT VOLUME, 1988. ALL ELBOWS SHALL 13. THE MECHANICAL SYSTEMS SHALL BE COMPLETE WITH ALL HAVE PROPER RADIUS, OR HVAC CONTRACTOR SHALL PROVIDE NECESSARY APPURTENANCES FOR A COMPLETE OPERATING DOUBLE THICKNESS, AIRFOIL TURNING VANES REQUIRED BY SYSTEM. S.M.A.C.N.A. NO SQUARE THROAT ELBOWS SHALL BE INSTALLED WITHOUT DOUBLE THICKNESS TURNING VANES. 14. HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING AS REQUIRED. THERMOSTATS SHALL BE AS SCHEDULED 3. THE HVAC CONTRACTOR SHALL INSTALL HVAC SYSTEMS AS WITH THE EQUIPMENT. PROVIDE TRANSFORMERS AS REQUIRED. SHOWN. NOTED AND SPECIFIED. EQUIPMENT MAY NOT BE SUBSTITUTED UNLESS WRITTEN APPROVAL BY THE ARCHITECT, 15. PROVIDE UL APPROVED FIRE DAMPERS FOR ALL PENETRATIONS ENGINEER, OR OWNER'S REPRESENTATIVE IS OBTAINED. ANY THROUGH FIRE RATED WALLS, PARTITIONS, CEILINGS, AND CHANGES TO THE DUCTWORK LAYOUT WILL NECESSITATE FLOORS. INSTALL FIRE DAMPERS AS PER MANUFACTURER'S SUBMISSION OF SHEET METAL SHOP DRAWINGS FOR ENGINEER'S DIRECTIONS AND AS PER UL GUIDELINES. REVIEW. ANY UNAUTHORIZED CHANGES WILL BE REMOVED AT CONTRACTOR'S EXPENSE, IF DEEMED NECESSARY BY 16. HVAC CONTRACTOR SHALL BALANCE SYSTEM TO AIR ARCHITECT, ENGINEER. OR OWNER'S REPRESENTATIVE. QUANTITIES SHOWN ON PLAN. BALANCING CONTRACTOR SHALL USE DUCT MOUNTED MANUAL DAMPERS FOR AIR SYSTEM 4. THE HVAC CONTRACTOR SHALL COORDINATE DUCTWORK BALANCING. USE OF TERMINAL DAMPER IS NOT ACCEPTABLE. WITH ARCHITECT /OWNER'S REPRESENTATIVE IN F INSTALLATION ELD O OTHER TRADES. SEE ARCHITECTURAL DRAWINGS 17. THE VENTILATION/ HEATING AND AIR CONDITIONING FOR EXACT LOCATION AND HEIGHTS. CONTRACTOR SHALL SUBMIT WRITTEN REPORTS OF ALL AIR FLOW READINGS, STATIC PRESSURES, TEMPERATURE READINGS, 5. ALL DUCT CONNECTIONS TO EQUIPMENT SHALL BE LOADED MOTOR AMPERAGE, ETC. TO DOCUMENT PROPER BALANCED AIR TYPE VINYL, VIBRATION ELIMINATION CONNECTIONS, (F.C.) FLOW IN THIS HVAC SYSTEMS IN ALL AREAS. FLEXIBLE CONNECTIONS. 18 ALL ROOF PENETRATIONS EXCEEDING 12" X 12" IN SIZE SHALL 6. ALL DUCTWORK TRANSITIONS SHALL BE (FOT) "FLAT ON TOP" BE FURNISHED WITH BURGLAR BARS. UNLESS OTHERWISE SPECIFIED ON PLAN. 19. THE CONTRACTOR SHALL WARRANTEE ALL MATERIAL AND 7. ALL DUCTWORK AND PIPING SHALL BE ROUTED ABOVE THE GUARANTEE ALL WORKMANSHIP FOR ONE YEAR FROM SUSPENDED CEILING SPACE UNLESS OTHERWISE NOTED ON THE SUBSTANTIAL COMPLETION. PLANS. 20. ALL CONTRACTOR FABRICATED AND MANUFACTURER 8. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10' -0" FABRICATED COMPONENTS OF THE OUTSIDE AIR, SUPPLY AIR, AWAY FROM EXHAUST DISCHARGE OPENINGS AND PLUMBING RETURN AIR AND EXHAUST SYSTEMS SHALL BE CONSTRUCTED VENT STACKS. AND INSTALLED AIR - TIGHT. THE INSTALLED SYSTEMS SHALL BE PRESSURE TESTED AS SPECIFIED. PIPE OPENINGS IN 9' CH SUPPLY DUCTS SHALL HAVE (VD) ALL BRAN ) MANUAL SYSTEM COMPONENT SHALL HAVE SHEET METAL BAFFLES, SET !N SEALANT, TO PREVENT LEAKAGE. VOLUME DAMPERS INSTALLED FOR BALANCING. 21. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE 10. ALL NEW SHEET METAL SUPPLY, RETURN AND OUTSIDE AIR GENERAL LOCATION. TYPE, LAYOUT AND EQUIPMENT REQUIRED. RECTANGULAR / SQUARE DUCTWORK SHALL BE INSULATED WITH THE DRAWINGS SHALL NOT BE SCALED FOR EXACT 1" THICK, 2 PCF DUCT LINER. DUCT LINER SHALL BE MEASUREMENTS. REFER TO MANUF'ACTURER'S STANDARD FASTENED TO INSIDE OF DUCTWORK AS PER MANUFACTURER'S INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND DIRECTIONS AND S.M.A.C.N.A. DUCT LINER APPLICATION INSTALLATION REQUIREMENTS AS REQUIRED. FURNISH AND STANDARD Sell SIZE OF DUCTS SHALL BE INCREASED FOR DUCT INSTALL DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSEIS AND LINER INSULATION. SIZES SHOWN ON PLAN ARE INSIDE FREE MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S AREA. ALL NEW SUPPLY, RETURN AND OUTSIDE AIR B ROUND /OVAL DUCTWORK SHALL BE INSULATED WITH 2" THICK EQUIPMENT NDICATED -ATED WORK SHALL BE N ACCORDANCE FLEXIBLE INSULATION, 1 PCF DENSITY FOIL REINFORCED KRAFT WITH LOCAL CODES AND ORDINANCES AND SUBJECT TO FACING. DUCT WRAP SHALL BE FASTENED TO DUCTWORK AS INSPECTION. PER MANUFACTURER'S DIRECTIONS. THE ROUND BRANCH DUCTWORK SHALL BE INSULATED WITH 1" THICK FIBERGLASS �- R" DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT SLEEVE WITH FOIL JACKET AND ALL JOINTS AND TERMINATIONS (UL 181) MATH FIBERGLASS INSULATION AND REINFORCED OUTER SEALED WITH FOIL OR DUCT TAPE. ROUND /OVAL SUPPLY AND PROTECTIVE COVER /VAPOR BARRIER. FLEX DUCT SHALL MEET RETURN DUCTWORK EXPOSED TO VIEW AND LOCATED IN THE NFPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED CONDITIONED SPACE SHALL NOT BE INSULATED. UNDER 50, AND SHALL BE RATED FOR 2" W.C. PRESSURE AND 0 TO 250 DEGREE TEMPERATURE. MAXIMUM LENGTH SHALL BE 11. CORE -DRILL OR SAW-CUT EXISTING WALLS, ROOF, ETC. AS PER CODE. REQUIRED FOR PIPING OR DUCTWORK AND FIRE -STOP OPENING AROUND PIPE OR DUCTWORK. VERIFY LOCATION OF 23. ALL MECHANICAL EQUIPMENT ELECTRICAL & STRUCTURAL STRUCTURAL BEAMS, JOISTS„ ETC. BEFORE DRILLING REQUIREMENTS SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO PURCHASE AND INSTALLATION OF THE UNITS. NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES IMMEDIATELY. MECHANICAL SYM MANUAL VOLUME DAMPER (VD) WITH LOCK]ING HAND QUADRANT HANDLE AND AIR-71GHT END BEARNM • M MANUAL VOLUME - a - WITH OPERATOR t►• SAME DAMPER AS ABOVE WITH VENTFABRK:S INC. • 677 CONCEAL DAMPER REGULATOR W17H 1/27 R O • 6 RI GHT r LE GEAR A S SE PLAIN CERMG PAINTABLE COVER PLATE. TAT WrIll DEVICE CONTROLLED. 24. PRIOR TO CONSTRCCTION, FIELD VERIFY CEILING SPACE AVAILBILITY TO RUN DUCTWORK AGAINST EXISTING BUILDING STRUCTURAL CONDITION AND CEILING HEIGHT. NOTIFY ARCHITECT/IENGINEER WITH DISCREPANCIES IMMEDIATELY. PLAN NOTES 1 28/18 SUPPLY AIR DUCTWORK TO 28/20 DUCT DROP FROM LANDLORD PROVIDED ROOFTO P UNIT, R7U- PROVIDE TURNING VANE ELBOWS AT BOTTOM OF R1SE ;L 2 28/18 RETURN AIR DUCTWOw TO 28/20 DUCT DROP FROM LANDLORD PROVWED ROOFTOP UNIT. RIftil--Z,- PROVIDE TURNING VANE ELBOWS AT BOTTOM OF RISER. 3 28/18 SUPPLY AIR DUCTWORK TO 28/20 DUCT DROP FROM LANDLORD PROVIDED ROOF lur UNIT, RIM= 4. PROVIDE TURNING VANE ELBOWS AT BOTTOM OF RISER. 4 28/18 RETURN AIR DUCTWORK TO 28/20 DUCT DROP FROM LANDLORD PROVIDED ROOFTOP UNIT, RTU- 4 . PROVIDE TLN*NNG VANE ELBOWS AT BOTTOM OF RISER. 5 SMOKE DETECTOR PER CODE. COORDINATE VAIN ELECTRIICAL DRAWINGS & ELECTRICAL CONTRACTOR. M ECHANCAL CONTRACTOR SHALL STENCL THE ROOFTOP UNITS. STEM CL SHALL ODICATE STORE HAMIE, SPACE NUMBER AND EQUIPMENT DESIGNA710H N G A OF 2 NICHES N FE)GHT. Q F- - - - - -, - - -,' SEE DRAWING M - FOR ENLARGED PLAN c - • i -• -- 1_. r ( I I I I i I ! 1 1 i 1 1 A I - -- _ - 4_ A _ - -* � ( �`' -� - I � I I ► I I I ! 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D = 10 "0 1 1 I C 10 "o 12 - c 10 1 "0 i - o c c - - - - _ -- - SALES 1 too I C 14 " .. c 100 12 "0 n .r 12 "0 0 10 „ c I C N c c c c I IN' 2 14/1 s Kill i 12"0 c C 12"0 J Cal W J v0 ° w� >0 W CO W U� �� ab Ogg J W �n3 z O Z <3J =Z H�e § W CL I ii— w 40 a t I 0 40 .0 1 a toW6 0 0 a _. m Zd� C0 Q•�'o o —Z O a � c — ae • = � 0 oe V<�dL 0- 1 10 "0 'N- 12"0 u 12 "0 1 wn 2 c c { 370 u 14 "0 I 12"0 12 1 i 1 12 "0 370 % 1 37 0 0 1 370 I - ---- ---- -- -- - -- --- ------ }- ! -- - - - - -- -� I Q j4 Revisions 0 Q i Q j3 � r• IIOIiIN pE,alfT AM � REFLECTED CEILING PLAN 8%- soul an 'aw in W K7 w 41111■tW 'w UK sr.- oft wa& NO or gloom � `�� ,�- 3y C?ec*ed By e?Q SK Stale Date m$Ifti 04-7687 NA -1 - - w -- - .._- - �. - - - - - -- __ _ - _ __ _. - r I III in 411 M ECHANCAL CONTRACTOR SHALL STENCL THE ROOFTOP UNITS. STEM CL SHALL ODICATE STORE HAMIE, SPACE NUMBER AND EQUIPMENT DESIGNA710H N G A OF 2 NICHES N FE)GHT. Q F- - - - - -, - - -,' SEE DRAWING M - FOR ENLARGED PLAN c - • i -• -- 1_. r ( I I I I i I ! 1 1 i 1 1 A I - -- _ - 4_ A _ - -* � ( �`' -� - I � I I ► I I I ! I f I I i i I I o i • ` 1- . yam_ ♦ * • � � I � .•-- ti�--+J -I y t � I ...�.- --., !7 { I 14:1 I i I i - ! -I O G O O I I 1 -- 1 - - - he j I - + - --- - o -10 -� _. —.. `i L 1 ..tea. �� .M� �... ..� �..� ...L. .�:.� -own. �� { C �' 1 I - - - - - :: 1 No ! ! { 3 0 1 �f.0 i 10 "0 I -- ---- = •- --- - --- - - - -. -.. --� ---- -- - r ---- - -� -• _ j J _J rf 12 _ • -- ', X70 I I -1 1 t6"f' -l ot - Vol - 16 0 CONNECTION W/ 2 � I ' -- ' - - I iii : r-�Y r � � -� �- �� n _ I _ - - �HECK(TY- - I - 1 28018 I I' - 4 12/16 - - --+- -- - - - - r • _ _ -- - A 9249 I - - 1 _ _ ! __ I 5 ♦w lI ! I V 4 -- - -� - 22x22 _ J--- � - - 1 - - - -' � - - - - - ---� 10 "0 2 i - 4 370 - 4 ff 1 370 I I 37E� „ 10 N , 1 ffo _. 370 ffl- -__ �� --- - -- - -- -- -- - ; i�`i -- - i0'~0 - -- -- _. - - - -- I �-- 12 » � 370 1 ! 14/1 c - - 2 0 - - - - - -- ' 2 1 1 t.. D = 10 "0 1 1 I C 10 "o 12 - c 10 1 "0 i - o c c - - - - _ -- - SALES 1 too I C 14 " .. c 100 12 "0 n .r 12 "0 0 10 „ c I C N c c c c I IN' 2 14/1 s Kill i 12"0 c C 12"0 J Cal W J v0 ° w� >0 W CO W U� �� ab Ogg J W �n3 z O Z <3J =Z H�e § W CL I ii— w 40 a t I 0 40 .0 1 a toW6 0 0 a _. m Zd� C0 Q•�'o o —Z O a � c — ae • = � 0 oe V<�dL 0- 1 10 "0 'N- 12"0 u 12 "0 1 wn 2 c c { 370 u 14 "0 I 12"0 12 1 i 1 12 "0 370 % 1 37 0 0 1 370 I - ---- ---- -- -- - -- --- ------ }- ! -- - - - - -- -� I Q j4 Revisions 0 Q i Q j3 � r• IIOIiIN pE,alfT AM � REFLECTED CEILING PLAN 8%- soul an 'aw in W K7 w 41111■tW 'w UK sr.- oft wa& NO or gloom � `�� ,�- 3y C?ec*ed By e?Q SK Stale Date m$Ifti 04-7687 NA -1 - - w -- - .._- - �. - - - - - -- __ _ - _ __ _. - r I III in 411 Q F- - - - - -, - - -,' SEE DRAWING M - FOR ENLARGED PLAN c - • i -• -- 1_. r ( I I I I i I ! 1 1 i 1 1 A I - -- _ - 4_ A _ - -* � ( �`' -� - I � I I ► I I I ! I f I I i i I I o i • ` 1- . yam_ ♦ * • � � I � .•-- ti�--+J -I y t � I ...�.- --., !7 { I 14:1 I i I i - ! -I O G O O I I 1 -- 1 - - - he j I - + - --- - o -10 -� _. —.. `i L 1 ..tea. �� .M� �... ..� �..� ...L. .�:.� -own. �� { C �' 1 I - - - - - :: 1 No ! ! { 3 0 1 �f.0 i 10 "0 I -- ---- = •- --- - --- - - - -. -.. --� ---- -- - r ---- - -� -• _ j J _J rf 12 _ • -- ', X70 I I -1 1 t6"f' -l ot - Vol - 16 0 CONNECTION W/ 2 � I ' -- ' - - I iii : r-�Y r � � -� �- �� n _ I _ - - �HECK(TY- - I - 1 28018 I I' - 4 12/16 - - --+- -- - - - - r • _ _ -- - A 9249 I - - 1 _ _ ! __ I 5 ♦w lI ! I V 4 -- - -� - 22x22 _ J--- � - - 1 - - - -' � - - - - - ---� 10 "0 2 i - 4 370 - 4 ff 1 370 I I 37E� „ 10 N , 1 ffo _. 370 ffl- -__ �� --- - -- - -- -- -- - ; i�`i -- - i0'~0 - -- -- _. - - - -- I �-- 12 » � 370 1 ! 14/1 c - - 2 0 - - - - - -- ' 2 1 1 t.. D = 10 "0 1 1 I C 10 "o 12 - c 10 1 "0 i - o c c - - - - _ -- - SALES 1 too I C 14 " .. c 100 12 "0 n .r 12 "0 0 10 „ c I C N c c c c I IN' 2 14/1 s Kill i 12"0 c C 12"0 J Cal W J v0 ° w� >0 W CO W U� �� ab Ogg J W �n3 z O Z <3J =Z H�e § W CL I ii— w 40 a t I 0 40 .0 1 a toW6 0 0 a _. m Zd� C0 Q•�'o o —Z O a � c — ae • = � 0 oe V<�dL 0- 1 10 "0 'N- 12"0 u 12 "0 1 wn 2 c c { 370 u 14 "0 I 12"0 12 1 i 1 12 "0 370 % 1 37 0 0 1 370 I - ---- ---- -- -- - -- --- ------ }- ! -- - - - - -- -� I Q j4 Revisions 0 Q i Q j3 � r• IIOIiIN pE,alfT AM � REFLECTED CEILING PLAN 8%- soul an 'aw in W K7 w 41111■tW 'w UK sr.- oft wa& NO or gloom � `�� ,�- 3y C?ec*ed By e?Q SK Stale Date m$Ifti 04-7687 NA -1 - - w -- - .._- - �. - - - - - -- __ _ - _ __ _. - r I III in 411 w 40 a t I 0 40 .0 1 a toW6 0 0 a _. m Zd� C0 Q•�'o o —Z O a � c — ae • = � 0 oe V<�dL 0- 1 10 "0 'N- 12"0 u 12 "0 1 wn 2 c c { 370 u 14 "0 I 12"0 12 1 i 1 12 "0 370 % 1 37 0 0 1 370 I - ---- ---- -- -- - -- --- ------ }- ! -- - - - - -- -� I Q j4 Revisions 0 Q i Q j3 � r• IIOIiIN pE,alfT AM � REFLECTED CEILING PLAN 8%- soul an 'aw in W K7 w 41111■tW 'w UK sr.- oft wa& NO or gloom � `�� ,�- 3y C?ec*ed By e?Q SK Stale Date m$Ifti 04-7687 NA -1 - - w -- - .._- - �. - - - - - -- __ _ - _ __ _. - r I III in 411 i _ 6 zz) STOCK � Z 6 22x10 150 � OFFICE _I 7 103 I f I I 1 10 rr • I I I I I1 fl -4' 2x102 2x22 ; 150 I i I I I I I r - -- -• _ _ , - 6 150 7� 3 I - �-- 2 4' 1 s / ' +e 10 • I ! 10"rt 2 370 i i I ETR I i� 22x22 I I 4 I i _ � ► ! ! i 2;zx22 ! � I II Ii • ' I li 'I • � I"' ' i 44/12 I i TI ' I 1 �- SEE PL®G 4 " r DN DRAWINGS L , ,1 ! SPRINKLER rr I I I 4 • rr - -- - -- -1 - ' I 4 ROOM i { 500 2 1 _ � ! . , _ I 13 i l I , 1 ' I I 1 ,�,••� I I I - - -- — ,r - I I I 8• • I i I STAGING I 3 I so ,o A 1 I • I r. � I � i � � li I i ' r N . .. 1 , 1 12/14 I I I I •"1 N ,' r - -- I _ * J. 6r'� I I I I , 2 I R I _ 6 I I 1 ZZx2 s , I I ( ,N1 2x 12 U — 1 .. --_ _ _ -__ — _ - - - -- - - / 22x22 i I I ` _— �- - 675 _. 370 _ -. - 22x22 6 0 6 r SKINCARE ( �'� 24/14 I 102 -` U R oo ms 250 — _ 10 • II i �► NOMEN $ " 12x12 ' . - - _. _ - -- ---- - - - 5 675 4 '� � ` I T i i \ - - 16/8 7 A _ i �'� i 1 IG_J I I i M � F ! • , I I 1 i - � I �— � � � � � � �; M � � f I I I - -- - ---- �I�-- _- �`� - -- ! -- --PRO-RETAIL ( �, 0 E 1 "0 1 "* + I N 370 1 1 370 6 r I -- 5 — 18/8 N OLOR /DRYIN 4 10 I I - I r'• � r c - o II I ! r I PROCESSING 12X12 - - - - -- ---- - - -- r - --t 0 5 675 = I i # 1• i 10� o - 2t. r � I 370 i •• -a I I i A E ao 9 -- - • _ 7 SHAMPO _ - - - - - - -.- --! 106 ,r = - ~- r 5 I I 8 i s75 �` 30/10 116/8 1 I � .j i I� - I I ' 04 I I E SALON -. - - ---- -r - - - .� -- L COLOR t' - . _ 1 11 ! � I � - 12x12 1s/8 O ; 11 I ; 1 1 1 1 10 "� 675 105 �` �% C L_ - I ;�I I I I I i i ! it 10 • 18/14 \ . - •� I , ! ,- { I I k ^ _ EEC �- !► /' : ! �I I r 10 "• I +, r L I C4 go I ! ,, / t i f I 370 2 I , l 1 '.� I I ► 2 I ►! `� 370 2 , i I I I i ss C ' C. ;�` �� 1 370_ - C I I � I 1370 i C C' C' SEE o1R►wN4c M-, RW ooNiIP"noN m I Rw AP%h, 1 � ff or"i 10 i 1 " 1 ENLARGED REFLECTED CEILING PLAN c;AL`- ' %a = T - n c t c +c u C w 20/20 MWW AN 0m1wm UP TO 18/18 MOM D= FRIM LANOLM FRM EMAM F^ EE-.J9 ON ROW. PROWX YU104M PIMA K) ED ROM I OP UWp RW--- 7URNM VANE (Duw, Imi— Immumm 7URNM %VW ELOM AT BOTM W ]- 1 • •• ]' ] ] 1 ] • • • • 1 ]1 ROWIM uw ./l • 1 ww EUMM AT BOTM • ] ] EX ] 6 UP "NIOUGH RKM AM a um 06c"%1w Veff CAP. Fm WE A r a RSSEL 28/16 SUPPLY AN CM '• " OW DROP F • LAM • r " QwT O MOMS a 90TWOM OF 100 Q .J ga 0 A* O M h W Q =o E— Q Vm a) a: Lu W z Wv� ZO WZ 0 Lux z 0) (L co co W mj a =J_ Me J J�� mat- � WV W ga 0 A* Ob M h Q =o cm Q = Z —z dr '2a a ge Revisions 0 CrTYOF Jut - 6 2805 PEMWCEMM cv i 1 � 371 Sim• 40 1'R V Vw SIN r 4111oaam w sm aoR- wr Au 4 a Drove @ 0'-* + ed 8y Re 9C Scde Date t�'8 • �T .0- 06/29/05 job 0 40 - 04�7687 %a, M�2 ........_.,. DIFFUSER AND GRILLE SCHEDULE � SERVICE MODULE TYPE MOUNTING FASTENING MOUNTI MATERI& FINISH MFG'R MODEL NO. ROOFT UNIT SCHEDULE Lum 1 " (5) 1SLOTS LJNE T SLOT CELING SCREW 2A ALUMINUM #26 —WHITE OE'SKi N WYNlFACRMIER PROVIDE END BORDER AND INSULATED PLENUM. MPI 2 SUPPLY 24 "x24" W/ 8"xlr 9ACKPiAN OOOIMIG G►PIICIIY FLAT ON BOTTOM LAY—IN/ SCREW llfAlllC CAPACITY CONOOISUt E E3EC'111K`/�L #26 —WHITE TITUS TUC —M 4 —WAY THROW 3 SUPPLY 24 "x24" W/ 9 BACKPAN LOUVER FACE MGOEI N0. TONS CF11 CiY W CP EA CF DO/") LAT. ('F D9/M9) TOTAL (MOH) SENSIBIF (MOH) EAT. ('i 08) LAT. ('i OB) GAS NIPVf HEAT OUfPIR MMOIQR M. MIaEiR SUPPLY FAN (CFH) (IIBM) ('n (r) PMm4E VOL15 CELNNG LAY —IN 7YPE -3 REIYW(S #26 —WHITE TITUS 5OF -♦ 5 EXHAUST - -_ 1/2 x 1 /2 "x 1 /2" GRID CElL11NG LAY— IN/ S TYPE -3/ ALUMINUM #26 —WHITE TITUS 50F ♦• a• M. TYPE_1 RTU-i � 2 X 10 3850 875 1.0 80.0/67 55.0/54.0 120 93 60.0 83 130 104 95 4S 3.0 3 460 LANDLORD PROVIDED FISTING ROOFTOP UNIT W/ ACCESSORIES TO ROAN. PROVIDE HONEYWELL T -7300 ELECTRONIC - PROGRAMMABLE TH ERMOSTAT & ROOM TEMPERA SE W". RTU_2 LCC120S2 10 1070 d75 1.0 80.0/67 55.0/54.0 120 93 80.0 8S 1 JO 104 95 45 3.0 3 4A0 LANDLORD PROVIDED EXISTING ROOFTO;=UlCCSEESNSS00MRE.S UNIT TO REMAIN. PROVIDE HONEYWELL T -7300 0.ECTRONIC PROGRAMMABLE THERMOSTAT At ROOM RTU -3 LGC120S2 10 3965 875 1.0 80.0/67 55.0 /54.0 120 93 60.0 83 130 104 95 AS 3.0 3 480 LANDLORD PROVIDED PRaG RAMMABIE O(ISTING ROOFTOP THERMOSTAT ROOM TEMPERATURE UNIT / ACCESSORIES TO REMAIN. PROVIDE HONEYWELL T -7300 ELECTRONIC At SENSOR. RTII -4 LENNOx LGC120S2 10 4070 875 /.0 80.0/67 55.0/54.0 120 93 80.0 85 130 104 95 45 3.0 3 180 LANDLORD EXISTING ROOFTOP UNIT' W�ACCESSORIES TO REMAIN. PROMOE HONEYWELL T-7300 ELECTRONIC PROGRAMMABLE THERMOSTAT & ROOM TEMPERATURE SENSOR. DIFFUSER AND GRILLE SCHEDULE � SERVICE MODULE TYPE MOUNTING FASTENING MOUNTI MATERI& FINISH MFG'R MODEL NO. REMARKS • h SUPPLY Lum 1 " (5) 1SLOTS LJNE T SLOT CELING SCREW 2A ALUMINUM #26 —WHITE TITUS ML -39 PROVIDE END BORDER AND INSULATED PLENUM. MPI 2 SUPPLY 24 "x24" W/ 8"xlr 9ACKPiAN LOUVER FACE FLAT ON BOTTOM LAY—IN/ SCREW TYPE -3/ TYPE -1 ALUMINUM #26 —WHITE TITUS TUC —M 4 —WAY THROW 3 SUPPLY DIFFUSER AND GRILLE SCHEDULE � SERVICE MODULE TYPE MOUNTING FASTENING MOUNTI MATERI& FINISH MFG'R MODEL NO. REMARKS 1 SUPPLY Lum 1 " (5) 1SLOTS LJNE T SLOT CELING SCREW 2A ALUMINUM #26 —WHITE TITUS ML -39 PROVIDE END BORDER AND INSULATED PLENUM. MPI 2 SUPPLY 24 "x24" W/ 8"xlr 9ACKPiAN LOUVER FACE FLAT ON BOTTOM LAY—IN/ SCREW TYPE -3/ TYPE -1 ALUMINUM #26 —WHITE TITUS TUC —M 4 —WAY THROW 3 SUPPLY 24 "x24" W/ 9 BACKPAN LOUVER FACE CE1LMlG LAY —IN/ SCREW TYPE -3/ TYPE -1 ALUMINUM 126 —WHITE TITUS TDC —M 4—WAY THROW 4 RETURN 24" x 24" 1/2 600 xl /GRID to 20 /2" CELNNG LAY —IN 7YPE -3 ALUMINUM #26 —WHITE TITUS 5OF -♦ 5 EXHAUST - -_ 1/2 x 1 /2 "x 1 /2" GRID CElL11NG LAY— IN/ S TYPE -3/ ALUMINUM #26 —WHITE TITUS 50F ♦• a• TYPE_1 6 TRANSFER —__ 1/2 vp xl /2"x1 /2" CELING LAY—IN/ TYPE -3/ ALUMINUM #26 —WHITE MUS 5OF TYPE -1 CABINET UNIT HEATER SCHEDULE - ELECTRIC DESIGN. MODEL N0. • � CF)T CF'M M/A175 t Fl r • =o96 PHASE VOLTAGE AMPS WH -1 7 DR A*8NG 80 100 2.000 1 277 7.22 TAMPER RESI5i/MR BUST -IN iFETtMO5l1T eg V W FLAT ON BOTTOM LT.R EXISI 70 REMAIN Z !lQM* MOUNT' 80770Y OF tJlRf 8" A.F.F. UNLESS Ori NOTED. c r. c f Q �w �T .►.....,...,�_ .�,�� .. �r-sr' - 'r'- ".�.- 1.a.- .s+�.., _ .. .. «.t �.... -.-.,. w -- � - v� .-.- .+� �..r -....- -- ....�.�.. -..- ... _ ... w ... v�.�� ate• �-- ..� ..-: _ ..�. �..s..... - .-. .... .► -+.-� �.. �.... __ - _.� �. ._..- - �+....� ..�.. - ... -... ,� �- ,,.. __ ...�... - .._ -.tea �.. ._ .. �_- --� - VDMAW NO. 670 EXTERNA INSULATN 1 `a r I + • CEIlLIlNG-/ \-Ewt-USM SEE r I.L/�IG SUPPLY PLENUM WITH 1" THICK DUCT LINING Q F- WITH I " THI 3 PCIF FLE D UCT UNE DUCT DRA SHALL BE FULL S OF ROOFTOP UNIT' CO • THI DUCT SUPPORT' FLE)OME CONNECTOR RAILS P CF Lpot .rE. OPE SPACES TRAN DUCIWORK INSIDE • • ALL AROUND ROW CONSTRUCTIO lw r ..�� "S' XIURAL MEMBER • - `+ rI �. • -, -� • • 1 • - a ♦• mat ROOFTOP UNIT DUCT DROP DETAIL N OT • SCALE 7'. �/ • • 1 a ��• 1 • . • 7 r • ----------- 3 DUCT CONNECTION TO uwrUSER DETAL SC&f: NOT TO SCALE � 1 ; SEftRATE AL 0 Re 42 a LEGEND • � _, ABOVE FIINISHED FLOW 1 t a r • =o96 DK DO 1 1••- GRIlLLE S EE ♦ DWG S Dm DR A*8NG ZE E*iKW #A FA N D ENIERIING AM TEMIP W eg V W FLAT ON BOTTOM LT.R EXISI 70 REMAIN Z FLAT ON • - jJ r �N3 �H .. ww ♦• NECTM TO E Z WORM .��. NM TO SCALE c WT N CO NTRCT ROW TOP W• 1 REQUIRED SEIMSOR T.&P. STATE PRESSURE IMERIM0 TV TU VANE -♦ AF OR ARCHFTECTUIRNAL ♦1 t**)ER= BLJ 1 1 V DAMP'_ B" BROM • - .Sa• • a- W W CO ♦• a• c r. c f Q �w �T .►.....,...,�_ .�,�� .. �r-sr' - 'r'- ".�.- 1.a.- .s+�.., _ .. .. «.t �.... -.-.,. w -- � - v� .-.- .+� �..r -....- -- ....�.�.. -..- ... _ ... w ... v�.�� ate• �-- ..� ..-: _ ..�. �..s..... - .-. .... .► -+.-� �.. �.... __ - _.� �. ._..- - �+....� ..�.. - ... -... ,� �- ,,.. __ ...�... - .._ -.tea �.. ._ .. �_- --� - VDMAW NO. 670 EXTERNA INSULATN 1 `a r I + • CEIlLIlNG-/ \-Ewt-USM SEE r I.L/�IG SUPPLY PLENUM WITH 1" THICK DUCT LINING Q F- WITH I " THI 3 PCIF FLE D UCT UNE DUCT DRA SHALL BE FULL S OF ROOFTOP UNIT' CO • THI DUCT SUPPORT' FLE)OME CONNECTOR RAILS P CF Lpot .rE. OPE SPACES TRAN DUCIWORK INSIDE • • ALL AROUND ROW CONSTRUCTIO lw r ..�� "S' XIURAL MEMBER • - `+ rI �. • -, -� • • 1 • - a ♦• mat ROOFTOP UNIT DUCT DROP DETAIL N OT • SCALE 7'. �/ • • 1 a ��• 1 • . • 7 r • ----------- 3 DUCT CONNECTION TO uwrUSER DETAL SC&f: NOT TO SCALE � 1 ; SEftRATE AL III llammm 1111 Revisions Q C TY OF TUKOA 0 J U L 6 2DO5 0 pearrcmm 4w www Im wm sun ow - � �• rk >ti Swws/m"m•wInwoS r 4mom"m w sm =MIV ap lu am ,- ar Iw USX w e Lac -a w- Et Chec*ee By Rp SK Scone Dote yy ALONE 016/29/05 Job 4�71B87 mw M�3 _ .r.-. -w►�► � - _ .�.�� ..►..__. mss_ _ __. _�.,, ....,.,r ��- ...� �� .�_ -� -�. +..�- .. _ _ ..� r-- � .� �._. -�_ � -_ - +.►.�...r.- � �.� -,..� �w- w.�. -- _-� �+�� -�� - �.��.........w�...y,. _. n w .#��► '- �..r....- �....�..n.- -_ ..-�1� war.• -� �- .�.�� . -- +!!�'!r' -7� �'V�'.w.�'�+.�..`,�•�.. - .�.•�,,,.. _. 4 • 0 Re 42 a (a • � W a r • =o96 J ar0 a = Zn =0 a D o: W eg V W w F- 0 CO) OWX jJ �N3 �H Z c LU J x W Z III llammm 1111 Revisions Q C TY OF TUKOA 0 J U L 6 2DO5 0 pearrcmm 4w www Im wm sun ow - � �• rk >ti Swws/m"m•wInwoS r 4mom"m w sm =MIV ap lu am ,- ar Iw USX w e Lac -a w- Et Chec*ee By Rp SK Scone Dote yy ALONE 016/29/05 Job 4�71B87 mw M�3 _ .r.-. -w►�► � - _ .�.�� ..►..__. mss_ _ __. _�.,, ....,.,r ��- ...� �� .�_ -� -�. +..�- .. _ _ ..� r-- � .� �._. -�_ � -_ - +.►.�...r.- � �.� -,..� �w- w.�. -- _-� �+�� -�� - �.��.........w�...y,. _. n w .#��► '- �..r....- �....�..n.- -_ ..-�1� war.• -� �- .�.�� . -- +!!�'!r' -7� �'V�'.w.�'�+.�..`,�•�.. - .�.•�,,,.. _. 4 • 0 Re 42 a J • � a r • =o96 ar0 a = Zn =0 a �i►�i o: u 4L III llammm 1111 Revisions Q C TY OF TUKOA 0 J U L 6 2DO5 0 pearrcmm 4w www Im wm sun ow - � �• rk >ti Swws/m"m•wInwoS r 4mom"m w sm =MIV ap lu am ,- ar Iw USX w e Lac -a w- Et Chec*ee By Rp SK Scone Dote yy ALONE 016/29/05 Job 4�71B87 mw M�3 _ .r.-. -w►�► � - _ .�.�� ..►..__. mss_ _ __. _�.,, ....,.,r ��- ...� �� .�_ -� -�. +..�- .. _ _ ..� r-- � .� �._. -�_ � -_ - +.►.�...r.- � �.� -,..� �w- w.�. -- _-� �+�� -�� - �.��.........w�...y,. _. n w .#��► '- �..r....- �....�..n.- -_ ..-�1� war.• -� �- .�.�� . -- +!!�'!r' -7� �'V�'.w.�'�+.�..`,�•�.. - .�.•�,,,.. _. 4 • SECTION 15050 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.01 DESCRIPTION A. This Section defines the General Provisions which are common to all Sections of Division 15. B. Furnish all labor, materials. tools and equipment; fobrieote. and install complete and in place, ON the fixtures. equipment and systems as shown on the drawings. specified herein. and as required for a complete and operable Installation. C. The Contractor 011011 pay for all permits. fees and charges required for this work. 1 .02 DRAWINGS AND SPECIFICATIONS A. Design Drawings: The Drawings accompanying thew Speelfiections are generally diagrammatic. Any Cho" from the 96rwol routing shown on the Drawings such as offsets. bends or changes in elevation due to coordination with the Work of other trodw and the building construction shall be done without additional charge to the Owner. S. Shop Drawings: Shop Drawings sholl be submitted for each and every item of manufactured material and equipment. C. Record Drawings: 1. The Contractor shall keep an accurate record of ON concealed apes, ducts. valves. conduits. etc. In addition. he shah record. In a special set of Contract Drowings. all changes and deviations from the design drawings that occurred during the installation of to Work. 2. At comnplstion of the job. these Drawings illustrating changes or dovk9ions showing by dimension and location the exact position of all canceoled papa. valves, etc.. sholl be delivered to the Architect/Enginew. . D. Specifications - Refer to the following General Spscifico6one as they an o port of all sections of Division 15. 1. DIVISION 1 - General Requirements: regarding but not limited to: Alteration Project Procedures. Submittals, Construction Facilities arm Temporary Controls, Cleaning During Construction, and Product Options and Substitutions. 2. DIVISION 2 - Sitework; regarding but not limited to: Selective Demolition. Earthwork. Excavation and 8ackfilling. 3. DIVISION 3 - Concrete; regarding but not limited to: Cast -in- -Place Concrete. Formwork and Reinforcement. E. it is tine intention of thin Specficotion Section that ON items of material and equipment herein specified or shown on the Drawings for each Section shall be furnished by tin Contractor for that Section, and Installed by that Contractor. unless K is specifically stated in the section specification, or shown on the Drawings. that any item of material or equipment is to be furnished by the Contractor of o section and Installed by the Controctore of other Sections. or furnished by other section Contractors and installed by the Contractor of the section. 1.03 CHASES AND RECESSES A. AN chosen. recesses and major masonry openings as shown on the Drawings will be provided by the Architectural Trades. 1.04 LUBRICATION A. Prior tot , all equipment Shall be property lubricated In accordance with the manufacturer's Instructions. One sat of tools necessary for lubrication @hall be delivered to Owner. After proper lubricatin% all units shall be started and succ:ewfuly operated by the Contractor in the presence of the Architect and /or Engineer. B. Except for v. electrical motors which under NEW Standards ore equipped with lifetime lubrication. ON bearings on large motors and mm! nical equipnrnent shall be equipped with lubricator fittings extended to the exterior of the housing. 1.05 POWER WIRING A. Motors up to and Incudin 1 /3 H.P. shall be 120 volt. 60 hertz. single phase and motors 1/2 H.P. and larger shall be built for 4�0 volt. 60 hertz. three phase; unions otherwise indicated per drawing schedules. plans and details. B. The Elecb col Contractor sholl provide combination magnetic storters with H.O.A. switch for each item of three phase equipment and unfused disconnects for each item of single phase equipment. except when starters are furnished as a port of wired equipment - C. The Electrical Contractor shall do all power wiring including connections to the motors furnished by the Contractors of this Division. D. Refer to Section 15900 for the wiring to be performed by the Temnperature Control Contractor and the Electrical Controctor as they relate to temperature controls. 1.06 FLUSHING AND TE"STINIG A. AN new water piping systu sholl be flushed using water. S. Ail open systems, condensate drainage. etc.. shall be tested with wotw. at a head of five (5) feet oboes finished floor or geode. C. AN piping systems shall be tested. If leaks occur. the pipe or fitting shall be won noved and replaced and the systern retested. 0. Piping sholl not be back fiNed or insulated until tested. Test must be observed by the chit . 1.07 GUARANTEE A. In oddilkon to guarantee provisiorns of the General Condiltions. ON refrigerant compressors shall have an extended worronnty of four (4) years beyond the first year for replacanent of pants and labor to repair. 1.08 SUPPORTS A. Contractor sh fu an d install O ang les, channels. pbtsa, or beams required for the support of the of or a B. F install ON rods auxiliary structural sbsel attachments, brockeets and plotfcx,v required for support of equipment from overhead construction for the respective Section. C. Vertical pipe risers shall be anchored midway of theeW height. and shop be supported at each floor by 1-1/2' x 1/4' bar ctomnps attached to pipes and nesting an the floor corabvction. D. Horizontal piping shah be supported by adjustablek wrought, clevia type hwragsrs. Fee dr aim eon. Edoen, or Crawford. Where parallel pipes are installed at the some level. provide trapme hanger #in various trades shah coo in the joint use of such longw Pape hangers sholl be of size to suit pipe coveirg E. Pipes shah be supported ordy from the structural nnenba of the building. They shah be supported at such intervals on will prover* saggin g. and so that excessive loods will not be placed upon any ante support. Spacing and rod sizes shah be as follow:+ Pipe JMvl pe Sze axinue n Spacing Miin ze inrnurn Rod Si 1 /20 6-Om and at ON tares 3/8 3/4 i 7'-0" and at ON turns 3/8' 1-1/4 1-1/2 2' 9' -0' and at all burrs 3/8' 2-1/2 3' 1 O'-O" and at all turns 1/2 F. Hanger rods shall be full- dGornstar steel with threaded ends for field cutting and tread ext a nnd'irg as required. Where threadded rod is shorter than 6" it shall be dipped in rust resistant point prior to inetofation. G. At the contractor's option. larger rods shall be continuous tnnsdaOsd steel with galvanaiQSd finish. H. Mager rods shall not be bent or aKbw in any .. tatter and shall be i I a ed pkurnb and true. The rod supporting the haga shah be no longer than 1/2 bola the lower nut. 1.09 EQL0 IDENi1F1CATION A All meclaroiool equipment shall be clearly identified with 2" high strn risk letters. pointed on the - I . i merit (Le. VTU -11. This extsice equipment where the point shah be weatim resistant. PART 2 - PRODUCTS 3.05 ARRANGEMENT AND AUCNMENT A. All piping shall be omo and aligned In accordance with the Drawinngs. Elevations as given must be Flow held. Flo elevations = given am to hlo points of floor. Dimaenelons must be hold as closely as possible. AN dimensions are to be field chocked for accuracy before pipe is fabricated. B. Instal all piping straight and direct as possible, gwo olly f ormkg right angles with. or running parallel with waft or adjacent piping. NI piping sholl be neatly spaced with rtou and drops running plumb and C. Run piping In wall chases. pipe shafts, hung ceilings, recesses. etc.. where same an provided. Do not run service aping in floor slab fill unless specifically so noted on Drawings. Piping shall not be covered or closed until testing is completed. D. Drawings. In general, are made to scale. AN dimensions shall be checked in the field by the Contractor before final connections are fabricated E. Drawings for small piping are. In general, dbgromnxft and the exact location of these lines shop be determined by the Contractor from field ts taken by him. The actual oilement of the small size aping. when erected. shall follow the general locations shown an the Drawings as for d practicable. The Installation mode In this way shall be neat In appearance and convenient to operate. o OWN provide for proper expansion and drainage. F. Installation of aping systems sholl be coordinated with other work to avoid blacking building openings. light fixtures, etc. Piping shoN not Interfere with ocean to valves or equipment and sholl not obstruct passageways. Piping OwN be Installed to provide war" clearance for operation and maintenance. 3.06 MODIFICATIONS AND INTERFERENCES A. Contractor shalt core fully check and became familiar with the Architectural. Structural. Electrical and ON Mechanical Drawings and Details. and make note of ON locations where walls. partitions, ceilings, structural members, etc., are called for to be furred or closed-In. B. Modifications to the arrangement of the piping system may be required to suit structural conditions, or to avoid Interference with the Work of other trades. Contractor shall furnish ON offsets, additional fittingk etc.. as required to meet installation conditions whether detailed an the Drawings or not. C. Any questionable information In the Specifications or on the Drawings sholl be calved to the attention of the Architect and /or Engineer for clarification before proceeding with fabrication or erection of the parts affected. If. in the opinion of the Contractor. any additional detail drawings are necessary. he shall prepare them at his own expense. together with all bills of material. 3.07 PIPE CLEARANCES A. kWof piping to provide minimum clearance of at least one inch between extreme projections of aping• flanges. fittings, valves, allowing for insulation. pipe expansion and the like. 3.06 DRAINAGE AND VENTING A. Where lines are purposely pitched for drainage or venting. an accurate grade shall be maintoirod. Liss shall be supported in such a manner as to prevent deflection of the piping sufficient to pocket the Ines. 3.09 PIPE AND FITTINGS A. All pips size rsfernd to In these Sections should be interpreted as PS (Iron pips size) unless B. Full l sp ec if ically of pipe sholl whenever 0.op�f�.tubepShort �� of � pipe with ca+Pln9s will not be C. NI pips sholl be cut to exact nvxmnwnent to be installed without forcing (except where cold is specifically called for). After cutting. ends shall be wow, and clewed to elinminate foreign matter. D. Cutting or other weakening of the building structure to facilitate piping installation will not be permitted. E. NI pipe and fittings sholl be marked by the manufacturer In accordance with On nwm ng sections of the standards to which reference is mods in this Specification Manual. Standard Marking system for Vohves. Fittings. Flanges and Unions of the Manufacturers Standardization Society d the Valve and Fitt Industry. F. Make all changes in size and direction of piping with fittings. Do not use bends miter fittings. face or flush bushings, street elbows or field- fabricated reducers. G. Close nipples shall not be permitted; use only shoulder nipples. Shoulder nipple with shoulder length less than 1-1/2" shall be of heavy wall pips; nipples having shoulder length of 1-1/2 or grater shall be of some schedule as connected pipe. 3.10 REDUCING FITTINGS A. Use eccentric reducing fittings or eccentric: reducing couplings where required to prevent pocketing of liquid. 3.11 CONNECTIONS TO EQUIPMENT AND SPECIALTIES A. Piping systems sholl be Installed complete to equipment connections or terminal use points. 8. Piping shall be fabricated carefully and accurately to meet connections on equipment without s fxingirng the pips. C. Provide unions or flanges at ON piarg connections to equipment, etc.. at ON locations an shown on the Drawings. and gererally as required to disconnect piping from equipment and apparatus. Arrange connections so that the equipment served may be removed without distud*q the piping. Where valves serve to isolate equipment or specialties, the unions or flongm sholl be located between valves and equipment or specialties. Unions shall generally be used for pipe sizes 2' and smaller and flanges for pips sites 2 -1/2" and larger. 3.12 DIELECTRiC CONNECTIONS fir Provide dielectric fittings between ferrous cued copper piping. 3.13 PPE SLEEVES A. Provide ON pipe openings through walls. portions and slabs with sleeves having an interact diameter at Want 1' larger than the outside diameter of the pipe for uninsuiated Ines or of the thickness of the insulation for inadulabd services. B. Instal sleeves through interior waft and portitim thrush with finished surfaces; sleeves through outside waft are to project 1/2 an outside of the finished wall. Floor sleeves are to project 2" above fir"ed C. Set sleeves In place before pouring concnebe or stcurey fooka and grout in with cemnenl D. Sleeve : 1. Interior Partitiorm No. 22 gauge galvanized at steel with soldsrsd joint.. 2. Interior Mosornry Wol a and Floors: Schedule 40 galvanized steel pipe. L outside of pips or insulation and its inside of the sleeve or g F. Exterior wafhs: Pock with oakum, std with lead and woto ht ..ague or re ph o G. Provide esc itchtos on both sides of the penstrotion through the str ucturs for all pipes exposed to view ,passing through waft, floors, ceilings and pordtiot a. wMtlar or not irsulat aL For pipes posplaq through flocs. aysdxabchaeonp shall fit oval the sleeves. H. Fire - stopping shall be provided at ON openings to Include the annular space around ducts, piping. ca Ouits. etc. and shall be U.L rated materials and i iwO ds per the Aechiteclural scificatia i Sections. Submit Through Penstratiore Protection Systems for ON fin rated asetm to the dooad Authorities and the Aec hniteet/Engineer for review. 3.14 SCREWED JOINTS A. Cut tareod@ full and clean with sharp dies. B. Ream ends of pips after threading and before assmetbly to remove burrs. C. Leave not more than thew pipe threads exposed at each oonnnection. D. Use joint sealant or tape on meals Inroads onnly. SECTION 15250 I1SLAATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Section 15050. "Basic Materials and I l 111 n ds'. applies to the work specrrisd in this Sewliom PART 2 - PRODUCTS 2.01 INSULATION - COLD Pl N= A. Inwvlaban for CA ffik ago piping "56010 (cooing cal Cc id abo) shah be 1' thick 911oss frbw B. Glow fiber inwula ion shall be UL rate a i car bus ciaad pipe bsuvlation of heavy d1wra y glass fiber wO AN Service jadrt having a camhpaeite to" not to enees0 25 floras op in and 50 sfaale developed kw ulatleon shell be as supplied by CenleinTeed„ Owsrs /Carnig. or Knout. C. Every package or standard corubainsr of ovverfe adhesive and cooling doll ' s a at the baidtaq for use nrsus hove the monneufarbwer's Am. or Wabei atloclsd. givinrg name of manufacturer and brand. D. Joch t laps and butt strips Sind be self -se fling typs. E. Prvvift huff round 9alvon'ra@d 18 gouge sheet metal longer shields. Shields std be 1r long for pipe sass up to 3'. 18" for pipe elan over r and up to Sr. and 24' Ionq for pips sites aver r. 2.02 REFWGER WT - SUCTIOM PPM A Insulation sld be 1/2' O 'cl mom of fl I favrasd plostir- 2.03 i991JI.A710141 - AIR S1rS'1E11 OOIP0IElf=S AL Insulation alas be r V id o - - Of swni -*igid Now 3 PCIF dwapft *0 raid cod Kraft foot¢ B. Baud slaty be UL robed, gloss fiber. 25 !loners op eo4 50 sinolee drmkp pd. pip r m islacbo ad by ColoinTwd. ninq and Knoaut. C. Every pecitage or In elm r+r co 60 of eoverig, adhesive emd coW&q dowered at was bmldwq for app wwm how fors 's $%me or lobs) stlech ed. #Aq naves of wana0actwer and brand :2AX MiStAiM0M - DW INN INC A b wr.6on stall be r 9 i c! we of flnibie wairioR a PCF d■n1■lr& toll ewid r000l Kroft loan& nvwaq e F. N p- 4 reiraq sot to ascoted 25 fteme speed end 30 snake developed. bentalbs *MO be s supplied by or Kowa. t Every pechage ar sboml rd coWl0bw of aswrtaq, ad apske ewel e~vssdiaq d divan d at an b■i" ter users ae0e0t Aovre fie `s sr0aep► or kW eAlbsctept #ebag urawee at ree�i*lrrer swell woad C. NbeNer to Sese:iisna 1 5wp for Need *ecis. P F 3 - ID Ex.1A10 1 3M NBAXM PIPM S1rs wl5 A welds bt■nredr@■ so pip" spellons • +Maur 2. p%*j& on Per aloe plpbW &a PIK /lr11011 9�� $L Goes Osallremr boom" be or easfti pwo ref sect fee 0"M • • and Woos lilt each banger. t We .raid Woo tg *Idwm sebr be We sew •fees of *a pka bos miism C wtlr ~ rare rte grossil kftd" oft a iii 0edhiiset s at NomV dleet pow 6=00m w f e Now 3.03 MISTALLA►TION. GENERAL. - COLD PIPING A. AN surfaces must be dean and dry and pipe Ones tested before appying pipe Insulation. if covering is � a the pipe In s pt prior to testing. and defects In covered work appear at or before the covering must be removed. and lifter defects have been corrected. must be reinstalled without expense to the Owner. B. Covering sholl be dry when Installed and before and during the application of any finish. Surfaces of covering shall be smooth. even and substantially flush with ad jacent pipe covering. C. Manufocturer s application instructions for ON materials sholl be followed. 0. Insulation shah not be applied over pipe plugs. blind nipples. nameplates. Inspection stomps. or Identification em E. I must exercise extreme caution In the storage of flammable odheelves and during their application. 3.04 INSULATiON OF PIPING - COLD PIPING A. Butt joints firmly together. Overlap wom shall be downward on skis of pipe. esaled tight and smooth. Staple overtop on 6' spacing. B. Install butt strips with 2" overrap downward stople end of aveiap. C. Insulation shall be fastened with 9/16' flare type staples. D. Seal over staples with vapor- Wrist mastic. Childers No. CP -32 (white). 3.05 06ULATION OF FTTTIN(.'S, VALVES. ETC. - COLD PIPING A. Valves and fittings 3' and less shall be insulated by wropang with pre -cut fiber glass blanket insulation and securing with jute twine. A preformed. molded FMC jacket cover shall be installed over the blanket Insulation. The jacks shah be fastened with stainless steel tacks and butt strips ovw%N*V onto the adjoining ape knulation. A vapor - bonnier mastic. Childers No. CP -32 (white). @hall be used to seal the jacket throat and jacket to the pips insulation prior to took and butt strip installation. S. Flanges sholl be insulated with nesting pipe Inwtotion. The flange Insulation shall extend not less than 2" over the adjacent ape insulation On each side of the flange. Insulation on pipes is to be stopped slant of flanges to permit removal of flange bolts. The flange ksulotkon shall be applied In such a manner that It may be removed without domnoge to the adjacent pipe insulation. C. Unions shall be covered with nesting pipe it sulotion as specified for flanges. D. Strainers sholl be insulated on dsscrlbe above for small helves and fittings. Clean -out plugs shall be left acceseftle so that the insulation is not damage d by their removal. E. Win~ -MO Mete s ectional covering is used. It @hole be cut to fit In a neat workmanlike manner with ON joints oti�cement Prior receiving �sur finish. or glass fiber twins. Join t sholl be pointed up with kesuln9 F. FIRtIgs. vales. strainers, whare vapor - barrier jacket or cloth tape has been fitted for rested/mitered rote of 8 -100 sq, ft. per Jackets sholl be sealed and pointed with Childers No. CP -32 (white) at the 3.06 INSTALLATION - REF GERANT P94M A. Insulation sholl be installed in accordance with manufacturer's instructions for 40EF piping. B. Provide two (2) coats of weather resistant paint for exterior installations In oecordonce meth manufacturers 3.07 INSULATED DUCT SYSTEMS A. Provide insulation on the supply and return ductwork systems, except where ductwork a indicated to be lined. B. Provide insulation on the outside air ductwork of all systems from the plenum or hood intake to the HVAC unit except where ductwork is Indicated to be lined. C. Provide insulation an the exhaust air ductwork of all systems from the system exhaust air control dan qm to the exhaust air plenum or hood discharge. except where ductwork is indicated to be lined. D. Provide insulation on the outside air intake and exhaust air discharge air pl*nxurrns. 3.08 INSTALLATION. GENERAL -DUCTS A. No insulation *hall be applied until the ductwork has been tested and proven tight B. AN ductwork shall be cowed of OIL groom loose dirt. and other foreign matter before the irmArtion is appled. C. Exposed ends of insulation *hall be beveled to the i anted surface. and the jacks t std /or vapor barrier shall be sealed to the surface. D. Cutouts in the knsulation for nameplabs and equipment tags shill have ON edges tapered to the surface, and the jacks t and /or vapor bonnie sealed E. Special core must be tabor in applying ksulatiorn around such as reheat coils, fin l 2 i m connection*, access doors stc., to allow rem of these ita . without In any way . a-wing the insulation or braeddrg the vapor seal. 3.09 INSTALLATION - Dt= A. Isuladon wrap shad be applied to the duct wn'th 6' wide bands of o*ww*e on 12' Centers. The odlash�e sholl have a flambe spread ? ou of 25 or In& WWO'r type fasteners shall be applied to is bottonn of ducts over 18" in width. The foatu m shag be a maxkmurm of 12" on centers and placed close to butt side of the insulation. The pins sholl be cut off flush with the fastener waslten: B. AN joints, croclks and breaks. i vd kuefrg lnolss for the fast na in the vapor border shall be sealed with a vapor barrier mastic, Childers No. CP -32 ( gray) and vapor barrier jokOost mmterid. Brooks in the vapor bonder caused by the attochnim of tubing or other equipment shall also be sealed Vapor boner laps shah be sealed with adhosirs. Childers NO. CP- M No stapim shall be used to secure the vapor barrier laps. C. where pins are used, apply vapor seed poaches using odhesim aver the pkw 3.10 INSULATION - AR SYSTEM COIhPONEMS A. Provide insuhabion an the eok wkw surfaces of a4q y system co nponsnb oarnveyirhq mncluonicaol y cooled at etovept where such components are inadicatsd to be iced. B. inwulol0d oomposnto shall irw*W& fiber sectio . supply fan, return fan, dischogs cons. coil section and attenKUator ssebion. 3.11 iNWALLA710101 - Ail SYSTE I TS A. Boards slai be applied using nd fosterers. Fop ma shah be located not hws than r frorn each edge or caner of the board. Pin spacing deg the panels no grsow than 12" an centers. f. Apply round vopar spd FSK potra I using odhoskvs ova the pins. C. AN knsuhobion edges send butt punts are to be sealed with joint seeing taps, Type FSK. 5' wale, using adlawh a Chiaers Nor CP-82. D. F'tniota pins with plastic cone SECTION 151WO Aft DISIRIBUI ON PART 1 - GOAL I R1 RE LAM OOCUiEMTS A. Sm c§ona 15050 Basic Matpniois and Mioo ods apples to the work MIn coed in the Seciont. & In 1 OU n fns faiowkaq Seeciort - apply.. 15250. 15900 and 15990. 1.02 AR SYSiDIS A. P%+ovirNMr r.n:q s�� C_ Pravidr edww■t s0-10 0MS. 1.03 OIiAi11IN S A Pravids 1/4 scds sloop drvwinge Nor all duet sysbmw PART 2 - PRaOD UCiS 2,01 1f111C U1fR5 (L/OQdIM PfbllllED) A 400101111L podesg0 Mdhilg, cooling end hveeaiarilaq unit OW peer Alre■itq ldaedtul@. own. egad IL Ilmag wc*ow shall be gap bwvmmr. Cr Cnfire>,q mcilim she/ be self- aw4oluM "Own sft ApsuA- agan"ow cot 2 - 0 A/t FILTERS A Pi►ovide eeacb spubm renew sir thlrsns ever so*isolenrrse per dpa" ewd dslsflse. 0. awrirp tsro (2) soft at t;Kbsns tar on* spnbow 2.03 PLDM LOM A Pm*b spelsnst 00tome via so rgloOs rtiq glapne *MW et lace *"A q plus ewer s owaffp*ea d fir r slar be r *i*lt 3 PCF or 4 PCF dwoiy as ieaic+ewseL sever ni" basid bewdw sm wneba ewnl evSewrd o s side wilt floe mok%O cougl y, C Lives site brews boos= !u0 62 hr F/w *esreed re01s0eom OL Li war site in suNiO/ b/ OsrlObaTivSr or Ibaret 2.� p�a vrlraNlssr law OwlvL,olo � A 0 Ivonir0 relef wtseatbid *sane ept g*aeririrKw per dursb s seltidde. pkaa err debar. t peeps W-1111100 OM needed poses all► per dpon" seit0rt palms a" d0kas, z�Is ONUES Am A P "Nil PNIMO seed d51l00■ne par *11101 q s*its1101106 flew see/ Isis. IMI aiPNEs A plonk sm end *r far lessor bosom at sadbea 156 . 11 wow err be er so 01110a nof>tle ad girt eft. • dwta,tted i~ t1etrr • eassop aMePO1g be far .O.w �e+rlela s.a ilaoR a�eilla rhirel� AL Pmmd , .seer •poor/ drWW por dwov sidtal aft ohm Wr d uft e 10 2.08 FIRE DAMPERS A. Provide fin dompsrs per drawing schedule. plans. details and where required by cods. 2.09 CURBS A Provide curbs for all roof openings. B. Certain items of equipment shall haw curbs furnished by the equipment manufacturer. C. AN other openings sholl have insulated. prefabricated curbs of galvanized steel constriction. Pats or Thy-curb. D. Curbs sholl be sized to fit equipment base. 2.10 FLEXIBLE DUCTWORK A. Provide flexible ductwork per drawing plans and details. B. Flexible ducts *ON conform to U1 -161 and with a flame sprsad rating not over 25 and a smoke developed rating no higher than 50. Maximum length sholl be 6' -0' when fully extended. C. Acceptable flexible ductwork connectors are as follow Model No. TL -M; Flexrmaster Mod No. 4 -M Therratlex Model No. M -KC Techhnaflex Model No. 57K 2.11 FLEXIBLE CONNECTIONS A. Provide 1 lo. density loaded vinyl flexible connectors for ON items of rotating fan equipment. 2.12 PREFABRICATED DUCTWORK A. Provide prefabricated round and oval ductwork with spiral or longitudinal seams. Duct Constuebon for 2" W.C. Duct diameter spiral seom gouge ongitudinal sown gouge (Inches) Gall. Steel Alum, Gohr. Steel Alum. up to 14' 26 .025' 24 .032' 15' to 26' 24 .032' 22 .040' 28" to 36' 22 .1m 20 .050' 38" to 50' 20 .050' 18 .063' 52' to 60 18 .063 16 .071' B. Sleeves. collars, fittings. etc. shall be off a wall thickness not lea than that specMied for lorigitudind seam straight duct unless certified testing data Indicates suitability and Is submitted to Engineer for review. 2.13 DIFFUSER PLEN1UMS A. Provkie diffuser plenums as shown on drawing plans and details. 2.14 DUCT LINING A. Provide ductwork with fiberglass lining when indlooted on the drawings per the symbol indicator. B. Lining shall be 1 inch thick. 2.0 PCF density. flexible. with fire resistant coating to bond the air side surface of the fibers. C. Lining sholl have mtk*nurn 3.8 ft2 hr F/Btu thermal redstonce. D. Fin hazard da@Wfic:ation - ASTM E -84-70 test mstl . 25 flame spread. 50 orals developed. E. Lining shall be supplied by Owens - Corning. CertainTesd or Knvuf. 2.15 VIBRATION ISMATION A. Provide vibration Isolation for ON fan equ4wnont per drawing pons and details. PART 3 - EXECUTION 3.01 WAC UNITS (LANDLORD PROVIDED) A. Units shall be mounted on structural mhemnbu provided on part of the building structural system of prefabricated equipment supports, ses drawings details and legends. 8. K shall be the qty of to Contractor of this Section to provide certified on each unit to the structural contractor for proper design of the structural mounting. C. Units shall be separate from the building structural system with 95w efficient isolators either by kite.al or external isolators. 3.02 FILTERS A. WON filter housings in system plenums and pnovicie bwmitio s or baffles to prevail air by -pass. 8. Install filtta before arty system Is put in operation. 3.03 PLENUM LOAM A. Adhere liner with a full coat of adhesive and fasteners. B. Exposed edges shall be finished with trowel applied mastic to prevent any possibility of erosion. Mastic to have sane fin hazard as rww. 3.04 EXHAUST FANS (LANDLORD PROVIDED) A. Fasten roof mounted fans to curbs six (6) inches on centers using hex head screws and washers. B. Mount In -Ins fors to ductwork with vibration Isolation supports. 3.05 GRAVITY DAMPERS A. Wheys gravity darnpa are installs this contractor shah lubricate tin hinges and be responsible for operation in um. 3.06 GRILLES AND DIFFUSERS A. Instal accessory dampers In the full open position. B. it shall be the impa tsibillty of this controetor to assure that ON dampers are full open before air b0loncin in performed. 3.07 ACCESS DOORS A. MnedoN access doors in the building construction where shown an the drovknq plans and where required to access cc cooled equipmennt. B. Coordinate I - stallotic with the Cwwol Contractor. 3.09 FLUES A. Submit dnvwhage from the marwfachurer of the flue system kw*j ng ccnnecticrs to the equipment. flue supports. rod per sbotion and flue cap. B. Do not order flues until drawings oars approved. 3.09 MOTOR OPERATED DAMPERS A. Dampa% whadw furnished by the contractor or the control contractor, shah be installed square to the duct or c a in ruction. B. Dampens shall be manually tested to assurs free and now n o veri mi C. Adjust dorrgw blades for full closure. 3.10 FiRE DAMPERS A. Install dampers in degas per dnvwkg nab. a anion C Recorraed it kop and test for free fd for ing closure bee od butealloEionL 3.11 A. Curbs shah be taper type and match tin pitch of the roof. Coordnats insboNobon of cubs with the General Contractor. B. I eW steel plotm and ar m e mein as requb for ductwork or equipment c e wi nctiorus. C. General Contractor will provide sh nnn.6 level of curbs. fastening of exurbs to roof construction and roof flashing. 3.12 DIFFUSER PLEN IUMS A. Plernanw will be received .Rh factory applied finish. It shall be the nsponarbOy of this cornbracbor to probet that finisht 8. M in the opinion of the Archlsct's sibs inspector the finsh is not oceSpleable wean ready to be turad aver to the Owner, the ela ii aped pl m. sectin will be renewed and roplacsd 3.13 FLEXIBLE OUCiwORK Al Apply oetic duct es lm to rigid duct and dsric to which connection is being anode before " Wall B. Faste abAv type fMxAl ductwork with /9 screws mdfornm 6' an ca*w Coot serum with nraasbc C. Fe" .ob"erd rikgA daps 11 elobhe dudavark wRh drvebSw type compression kmbermi D. Apply two layers of Moshou /357 dud t*e over juncture of R I l ductwork to device or rigid ductwork and the kn ul aUm sleeve to dew e4d ductwork or betutting lo to other ino lodarL 3.14 FLDOBLE CONWCI Al 1Msl�e dpi p dud sedont to rigid duct and device to which eonnsciont 's being node befane i MOMrg B. Apply eiornap bdh ends„ of the saw drive tiol lon ii9 tAm. C. Coat clomp and juicbAw with mastic seder atlsr tightenkg. 3.15 PREF'ABIWAM OLLI iOfM( A 11111m a F R clin a in oval ores round ducts Orin not fnod0 up wiKh flongm. a rnaMs end coupling slra■ be used. 'UirdbW duct sealer. or approved apaoL, shell be applied /o the rivals end betas booivi or bead or P slap- cod it ifwaaedeieAsty after i stwtse. aprroin nrMeir 1 /2 knvdn. Park " pipe to oocoup" coup" ap- Dew and diste said pop rivets, o dL ne p w r. a nair /2 w d 1 /7 *tire gran the eo o co bead slop. d d ea AMl o bur and coup" s w inlpd, sealed a rlvrps Os above. apply dud seaer l it o wat..:warnt r wide boni4 fading ere rivet heeds and to joint qop are evversd. Apply o sngle whop of Mookwo Ma 357, or s eapproved s*ml. duct tops arid top*. sp P r o wets. slaps be subwdlled to fife Erig ow for o o o Ld the due Br 11 dscbart is mom" a occupied areas. I *40 be iaetolled most wad cleonL Fispetwiled ewds, liild ends will not be occ*pbod. AN sand~ doctowk slaON be field raaeeop0 arid fpcieory eat b iengla. Sadent will be applied wdy lo the b*w or srntavoon of eolwae o pieces. Any malerA erpoee0 std be rswaaved via on proper solvent 3.14 sHOP n "Cl�oac A. Oes*!went, shed be '; end s@eied awty in do col oft We wore ow fop Wenliegs. Any alter BL Swsleuy�t slat be applied! is jeirls senoras deriaq tdri i L Mot at so elm b"69 l89WL C. vela rs due! is in stewed in occupied snore. It *60 be keebrpd east aW ciesw. Freptooalpr ww& L a. 1GW daft wvi opt be occe/10e1 AN inch dpc�l+evrt alaei be SM mannered ewd sk p cat the Ken "L Sealant an be applied a* to fore boorier worlecon of calu paiwq pie*aa And sskout s.peend $%a be removed ulft tie proper skovtt 3.17 0= upo A ~Ifs imbed In wit 's ter 20M INti d A bi cod of adheaies shell be wend .dasher or nsL Epos slapf be %Nuked via cowl ipfsd 0100r. A-s 2.01 DEXC 110141 J A This part dsftnes the pipe and fittii to be used for all services install under Division 15. S. gan g saDrawing Legends and SyntbSol Schedoi*s for deft"a of the d mignabor a used in the 2.02 PiPE AND FTTTum RELATED TO SEiCTION 15800 (r) A. Condensate Drain Pipin¢ Q i. P%*q shah be Setwdum 40. ASTV 53 or ASTM 120. galvanized pipe and fit6nepe. 2 Poitnrieryl co is ids ( PVC). Schedule 40. pipe and fittings. ASTM 026M u tth pri+rse and solvent eennsi 0 Joints may be used i acceptable to bc01 AuuthorWas laving 1urs6ction. Za3�o a - No cellular car@ or Poor, piping will be pot ve ttsd. 2.03 ACCESS OOORS A. Pravivde 24' x 24' ocean dons m miulacbored as an knbgral unlit compl to vi ft all parts and ready for d.t=�a instaeobion as nionuffiocbmed by ant of the foflowii 2 . EM n ngrharh Omaone ntalL la. � �w 3. Miord, Division of bwpoa. B. Provide Hush panel doors. dewvept provide recapped panel doors w1we ocean doors occur in pkwbr or a 0) aoousbcd fife glued to gypsum kalh. C. R: oleos to 'B' bbelpd unRs wher+p accrpp oboes aeesr in hard Oj� 0_ Provide seyw eKrrver Operated oxar+n bets of nurahtuer retquk+@O by elms of door. E Pr+av;pe anclaorogs to conobwctic PART 3 - EXECUTION 3.01 CUT7M AND PATCHING A AN cutting. ropairfnas, fRbiraq and rethenielaiaq OF in pioce re**W for the iorofiatieuen of the J work of a Seecg u shell be dbws at tie ewperare of the Contractor of tfe Seee'Gom wept as sperfficay show+ an the Drvwig0 or li rsiaetbsr sped eked 8. Wart std be pot Ax waned by cnoflsrfasn sleise is !heir rgverfed lihve tradsa W 3.02 OPEXOM A. The Coftreelor for tin Sscdon shoo wesw deeded b!' tin All . pr 0 do the Owner oft a eorh etw t tr dleernora is iaab VC1 tits Ouster's persesneM in f+0 propee e0deno6on aid nnaia mwice of the aotaio ime he hip iapk4 a A*vM00 tapes at apg oo pa! iiusbocilimps. egpip -8 wunwaW Bred eon1b diagram per 011viiow -1 coo C Cw* a� _ � .r r, ' stteN be bound wader papa '� 3 a00ES Alta STAMONNOIS "- °IO:q arse d•ptariniwtracw e+oAsipr autitr 11 df:iow of 9t0 • s/at6 cooroy via so rsq�airerarprrb oral M Arulloaiar; wlnvere OWCO & d 1019 cos for Paeeoom .n i° AM 9rwdara for P*e said OL Ot et/dilliea. Sto 46 ousel CONIWus to GO epic+We Stu010 door 10011 apelps oer enfMOerr*na 0 406 most A Caralre Cfto slnei low Sbon a mallerfollL ollwape eresse. sear &tones/ *pNM see *Me of d bt OW dl0brti S * Alf eepamd ewd0 ei ie*eo•rk or reruswNW 0016 Blasi be towpwllr pkgpd as welt plow of piplog wave and 40dwook it conviM■t cs C tiiteq, 001;*uer6 read be p'rvvb~ (oapousysd r@ .l■e i 000ellf■r aMrWcbs 0) sf+aM be c1l s ved by fe"Wer q ne0t ad debt by alts brae OPOW& oei Mod 110F er mm§Wlr sAr 110 fooma! by 60 111606 ooftv"L Q � rep FiW i W ~ I mm oft ftworlr F'ieib sir be re1.wM of gaww del an am boa .i1 .. srAea■s sherd eeld psrnrt Z r � r 3.05 ARRANGEMENT AND AUCNMENT A. All piping shall be omo and aligned In accordance with the Drawinngs. Elevations as given must be Flow held. Flo elevations = given am to hlo points of floor. Dimaenelons must be hold as closely as possible. AN dimensions are to be field chocked for accuracy before pipe is fabricated. B. Instal all piping straight and direct as possible, gwo olly f ormkg right angles with. or running parallel with waft or adjacent piping. NI piping sholl be neatly spaced with rtou and drops running plumb and C. Run piping In wall chases. pipe shafts, hung ceilings, recesses. etc.. where same an provided. Do not run service aping in floor slab fill unless specifically so noted on Drawings. Piping shall not be covered or closed until testing is completed. D. Drawings. In general, are made to scale. AN dimensions shall be checked in the field by the Contractor before final connections are fabricated E. Drawings for small piping are. In general, dbgromnxft and the exact location of these lines shop be determined by the Contractor from field ts taken by him. The actual oilement of the small size aping. when erected. shall follow the general locations shown an the Drawings as for d practicable. The Installation mode In this way shall be neat In appearance and convenient to operate. o OWN provide for proper expansion and drainage. F. Installation of aping systems sholl be coordinated with other work to avoid blacking building openings. light fixtures, etc. Piping shoN not Interfere with ocean to valves or equipment and sholl not obstruct passageways. Piping OwN be Installed to provide war" clearance for operation and maintenance. 3.06 MODIFICATIONS AND INTERFERENCES A. Contractor shalt core fully check and became familiar with the Architectural. Structural. Electrical and ON Mechanical Drawings and Details. and make note of ON locations where walls. partitions, ceilings, structural members, etc., are called for to be furred or closed-In. B. Modifications to the arrangement of the piping system may be required to suit structural conditions, or to avoid Interference with the Work of other trades. Contractor shall furnish ON offsets, additional fittingk etc.. as required to meet installation conditions whether detailed an the Drawings or not. C. Any questionable information In the Specifications or on the Drawings sholl be calved to the attention of the Architect and /or Engineer for clarification before proceeding with fabrication or erection of the parts affected. If. in the opinion of the Contractor. any additional detail drawings are necessary. he shall prepare them at his own expense. together with all bills of material. 3.07 PIPE CLEARANCES A. kWof piping to provide minimum clearance of at least one inch between extreme projections of aping• flanges. fittings, valves, allowing for insulation. pipe expansion and the like. 3.06 DRAINAGE AND VENTING A. Where lines are purposely pitched for drainage or venting. an accurate grade shall be maintoirod. Liss shall be supported in such a manner as to prevent deflection of the piping sufficient to pocket the Ines. 3.09 PIPE AND FITTINGS A. All pips size rsfernd to In these Sections should be interpreted as PS (Iron pips size) unless B. Full l sp ec if ically of pipe sholl whenever 0.op�f�.tubepShort �� of � pipe with ca+Pln9s will not be C. NI pips sholl be cut to exact nvxmnwnent to be installed without forcing (except where cold is specifically called for). After cutting. ends shall be wow, and clewed to elinminate foreign matter. D. Cutting or other weakening of the building structure to facilitate piping installation will not be permitted. E. NI pipe and fittings sholl be marked by the manufacturer In accordance with On nwm ng sections of the standards to which reference is mods in this Specification Manual. Standard Marking system for Vohves. Fittings. Flanges and Unions of the Manufacturers Standardization Society d the Valve and Fitt Industry. F. Make all changes in size and direction of piping with fittings. Do not use bends miter fittings. face or flush bushings, street elbows or field- fabricated reducers. G. Close nipples shall not be permitted; use only shoulder nipples. Shoulder nipple with shoulder length less than 1-1/2" shall be of heavy wall pips; nipples having shoulder length of 1-1/2 or grater shall be of some schedule as connected pipe. 3.10 REDUCING FITTINGS A. Use eccentric reducing fittings or eccentric: reducing couplings where required to prevent pocketing of liquid. 3.11 CONNECTIONS TO EQUIPMENT AND SPECIALTIES A. Piping systems sholl be Installed complete to equipment connections or terminal use points. 8. Piping shall be fabricated carefully and accurately to meet connections on equipment without s fxingirng the pips. C. Provide unions or flanges at ON piarg connections to equipment, etc.. at ON locations an shown on the Drawings. and gererally as required to disconnect piping from equipment and apparatus. Arrange connections so that the equipment served may be removed without distud*q the piping. Where valves serve to isolate equipment or specialties, the unions or flongm sholl be located between valves and equipment or specialties. Unions shall generally be used for pipe sizes 2' and smaller and flanges for pips sites 2 -1/2" and larger. 3.12 DIELECTRiC CONNECTIONS fir Provide dielectric fittings between ferrous cued copper piping. 3.13 PPE SLEEVES A. Provide ON pipe openings through walls. portions and slabs with sleeves having an interact diameter at Want 1' larger than the outside diameter of the pipe for uninsuiated Ines or of the thickness of the insulation for inadulabd services. B. Instal sleeves through interior waft and portitim thrush with finished surfaces; sleeves through outside waft are to project 1/2 an outside of the finished wall. Floor sleeves are to project 2" above fir"ed C. Set sleeves In place before pouring concnebe or stcurey fooka and grout in with cemnenl D. Sleeve : 1. Interior Partitiorm No. 22 gauge galvanized at steel with soldsrsd joint.. 2. Interior Mosornry Wol a and Floors: Schedule 40 galvanized steel pipe. L outside of pips or insulation and its inside of the sleeve or g F. Exterior wafhs: Pock with oakum, std with lead and woto ht ..ague or re ph o G. Provide esc itchtos on both sides of the penstrotion through the str ucturs for all pipes exposed to view ,passing through waft, floors, ceilings and pordtiot a. wMtlar or not irsulat aL For pipes posplaq through flocs. aysdxabchaeonp shall fit oval the sleeves. H. Fire - stopping shall be provided at ON openings to Include the annular space around ducts, piping. ca Ouits. etc. and shall be U.L rated materials and i iwO ds per the Aechiteclural scificatia i Sections. Submit Through Penstratiore Protection Systems for ON fin rated asetm to the dooad Authorities and the Aec hniteet/Engineer for review. 3.14 SCREWED JOINTS A. Cut tareod@ full and clean with sharp dies. B. Ream ends of pips after threading and before assmetbly to remove burrs. C. Leave not more than thew pipe threads exposed at each oonnnection. D. Use joint sealant or tape on meals Inroads onnly. SECTION 15250 I1SLAATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Section 15050. "Basic Materials and I l 111 n ds'. applies to the work specrrisd in this Sewliom PART 2 - PRODUCTS 2.01 INSULATION - COLD Pl N= A. Inwvlaban for CA ffik ago piping "56010 (cooing cal Cc id abo) shah be 1' thick 911oss frbw B. Glow fiber inwula ion shall be UL rate a i car bus ciaad pipe bsuvlation of heavy d1wra y glass fiber wO AN Service jadrt having a camhpaeite to" not to enees0 25 floras op in and 50 sfaale developed kw ulatleon shell be as supplied by CenleinTeed„ Owsrs /Carnig. or Knout. C. Every package or standard corubainsr of ovverfe adhesive and cooling doll ' s a at the baidtaq for use nrsus hove the monneufarbwer's Am. or Wabei atloclsd. givinrg name of manufacturer and brand. D. Joch t laps and butt strips Sind be self -se fling typs. E. Prvvift huff round 9alvon'ra@d 18 gouge sheet metal longer shields. Shields std be 1r long for pipe sass up to 3'. 18" for pipe elan over r and up to Sr. and 24' Ionq for pips sites aver r. 2.02 REFWGER WT - SUCTIOM PPM A Insulation sld be 1/2' O 'cl mom of fl I favrasd plostir- 2.03 i991JI.A710141 - AIR S1rS'1E11 OOIP0IElf=S AL Insulation alas be r V id o - - Of swni -*igid Now 3 PCIF dwapft *0 raid cod Kraft foot¢ B. Baud slaty be UL robed, gloss fiber. 25 !loners op eo4 50 sinolee drmkp pd. pip r m islacbo ad by ColoinTwd. ninq and Knoaut. C. Every pecitage or In elm r+r co 60 of eoverig, adhesive emd coW&q dowered at was bmldwq for app wwm how fors 's $%me or lobs) stlech ed. #Aq naves of wana0actwer and brand :2AX MiStAiM0M - DW INN INC A b wr.6on stall be r 9 i c! we of flnibie wairioR a PCF d■n1■lr& toll ewid r000l Kroft loan& nvwaq e F. N p- 4 reiraq sot to ascoted 25 fteme speed end 30 snake developed. bentalbs *MO be s supplied by or Kowa. t Every pechage ar sboml rd coWl0bw of aswrtaq, ad apske ewel e~vssdiaq d divan d at an b■i" ter users ae0e0t Aovre fie `s sr0aep► or kW eAlbsctept #ebag urawee at ree�i*lrrer swell woad C. NbeNer to Sese:iisna 1 5wp for Need *ecis. P F 3 - ID Ex.1A10 1 3M NBAXM PIPM S1rs wl5 A welds bt■nredr@■ so pip" spellons • +Maur 2. p%*j& on Per aloe plpbW &a PIK /lr11011 9�� $L Goes Osallremr boom" be or easfti pwo ref sect fee 0"M • • and Woos lilt each banger. t We .raid Woo tg *Idwm sebr be We sew •fees of *a pka bos miism C wtlr ~ rare rte grossil kftd" oft a iii 0edhiiset s at NomV dleet pow 6=00m w f e Now 3.03 MISTALLA►TION. GENERAL. - COLD PIPING A. AN surfaces must be dean and dry and pipe Ones tested before appying pipe Insulation. if covering is � a the pipe In s pt prior to testing. and defects In covered work appear at or before the covering must be removed. and lifter defects have been corrected. must be reinstalled without expense to the Owner. B. Covering sholl be dry when Installed and before and during the application of any finish. Surfaces of covering shall be smooth. even and substantially flush with ad jacent pipe covering. C. Manufocturer s application instructions for ON materials sholl be followed. 0. Insulation shah not be applied over pipe plugs. blind nipples. nameplates. Inspection stomps. or Identification em E. I must exercise extreme caution In the storage of flammable odheelves and during their application. 3.04 INSULATiON OF PIPING - COLD PIPING A. Butt joints firmly together. Overlap wom shall be downward on skis of pipe. esaled tight and smooth. Staple overtop on 6' spacing. B. Install butt strips with 2" overrap downward stople end of aveiap. C. Insulation shall be fastened with 9/16' flare type staples. D. Seal over staples with vapor- Wrist mastic. Childers No. CP -32 (white). 3.05 06ULATION OF FTTTIN(.'S, VALVES. ETC. - COLD PIPING A. Valves and fittings 3' and less shall be insulated by wropang with pre -cut fiber glass blanket insulation and securing with jute twine. A preformed. molded FMC jacket cover shall be installed over the blanket Insulation. The jacks shah be fastened with stainless steel tacks and butt strips ovw%N*V onto the adjoining ape knulation. A vapor - bonnier mastic. Childers No. CP -32 (white). @hall be used to seal the jacket throat and jacket to the pips insulation prior to took and butt strip installation. S. Flanges sholl be insulated with nesting pipe Inwtotion. The flange Insulation shall extend not less than 2" over the adjacent ape insulation On each side of the flange. Insulation on pipes is to be stopped slant of flanges to permit removal of flange bolts. The flange ksulotkon shall be applied In such a manner that It may be removed without domnoge to the adjacent pipe insulation. C. Unions shall be covered with nesting pipe it sulotion as specified for flanges. D. Strainers sholl be insulated on dsscrlbe above for small helves and fittings. Clean -out plugs shall be left acceseftle so that the insulation is not damage d by their removal. E. Win~ -MO Mete s ectional covering is used. It @hole be cut to fit In a neat workmanlike manner with ON joints oti�cement Prior receiving �sur finish. or glass fiber twins. Join t sholl be pointed up with kesuln9 F. FIRtIgs. vales. strainers, whare vapor - barrier jacket or cloth tape has been fitted for rested/mitered rote of 8 -100 sq, ft. per Jackets sholl be sealed and pointed with Childers No. CP -32 (white) at the 3.06 INSTALLATION - REF GERANT P94M A. Insulation sholl be installed in accordance with manufacturer's instructions for 40EF piping. B. Provide two (2) coats of weather resistant paint for exterior installations In oecordonce meth manufacturers 3.07 INSULATED DUCT SYSTEMS A. Provide insulation on the supply and return ductwork systems, except where ductwork a indicated to be lined. B. Provide insulation on the outside air ductwork of all systems from the plenum or hood intake to the HVAC unit except where ductwork is Indicated to be lined. C. Provide insulation an the exhaust air ductwork of all systems from the system exhaust air control dan qm to the exhaust air plenum or hood discharge. except where ductwork is indicated to be lined. D. Provide insulation on the outside air intake and exhaust air discharge air pl*nxurrns. 3.08 INSTALLATION. GENERAL -DUCTS A. No insulation *hall be applied until the ductwork has been tested and proven tight B. AN ductwork shall be cowed of OIL groom loose dirt. and other foreign matter before the irmArtion is appled. C. Exposed ends of insulation *hall be beveled to the i anted surface. and the jacks t std /or vapor barrier shall be sealed to the surface. D. Cutouts in the knsulation for nameplabs and equipment tags shill have ON edges tapered to the surface, and the jacks t and /or vapor bonnie sealed E. Special core must be tabor in applying ksulatiorn around such as reheat coils, fin l 2 i m connection*, access doors stc., to allow rem of these ita . without In any way . a-wing the insulation or braeddrg the vapor seal. 3.09 INSTALLATION - Dt= A. Isuladon wrap shad be applied to the duct wn'th 6' wide bands of o*ww*e on 12' Centers. The odlash�e sholl have a flambe spread ? ou of 25 or In& WWO'r type fasteners shall be applied to is bottonn of ducts over 18" in width. The foatu m shag be a maxkmurm of 12" on centers and placed close to butt side of the insulation. The pins sholl be cut off flush with the fastener waslten: B. AN joints, croclks and breaks. i vd kuefrg lnolss for the fast na in the vapor border shall be sealed with a vapor barrier mastic, Childers No. CP -32 ( gray) and vapor barrier jokOost mmterid. Brooks in the vapor bonder caused by the attochnim of tubing or other equipment shall also be sealed Vapor boner laps shah be sealed with adhosirs. Childers NO. CP- M No stapim shall be used to secure the vapor barrier laps. C. where pins are used, apply vapor seed poaches using odhesim aver the pkw 3.10 INSULATION - AR SYSTEM COIhPONEMS A. Provide insuhabion an the eok wkw surfaces of a4q y system co nponsnb oarnveyirhq mncluonicaol y cooled at etovept where such components are inadicatsd to be iced. B. inwulol0d oomposnto shall irw*W& fiber sectio . supply fan, return fan, dischogs cons. coil section and attenKUator ssebion. 3.11 iNWALLA710101 - Ail SYSTE I TS A. Boards slai be applied using nd fosterers. Fop ma shah be located not hws than r frorn each edge or caner of the board. Pin spacing deg the panels no grsow than 12" an centers. f. Apply round vopar spd FSK potra I using odhoskvs ova the pins. C. AN knsuhobion edges send butt punts are to be sealed with joint seeing taps, Type FSK. 5' wale, using adlawh a Chiaers Nor CP-82. D. F'tniota pins with plastic cone SECTION 151WO Aft DISIRIBUI ON PART 1 - GOAL I R1 RE LAM OOCUiEMTS A. Sm c§ona 15050 Basic Matpniois and Mioo ods apples to the work MIn coed in the Seciont. & In 1 OU n fns faiowkaq Seeciort - apply.. 15250. 15900 and 15990. 1.02 AR SYSiDIS A. P%+ovirNMr r.n:q s�� C_ Pravidr edww■t s0-10 0MS. 1.03 OIiAi11IN S A Pravids 1/4 scds sloop drvwinge Nor all duet sysbmw PART 2 - PRaOD UCiS 2,01 1f111C U1fR5 (L/OQdIM PfbllllED) A 400101111L podesg0 Mdhilg, cooling end hveeaiarilaq unit OW peer Alre■itq ldaedtul@. own. egad IL Ilmag wc*ow shall be gap bwvmmr. Cr Cnfire>,q mcilim she/ be self- aw4oluM "Own sft ApsuA- agan"ow cot 2 - 0 A/t FILTERS A Pi►ovide eeacb spubm renew sir thlrsns ever so*isolenrrse per dpa" ewd dslsflse. 0. awrirp tsro (2) soft at t;Kbsns tar on* spnbow 2.03 PLDM LOM A Pm*b spelsnst 00tome via so rgloOs rtiq glapne *MW et lace *"A q plus ewer s owaffp*ea d fir r slar be r *i*lt 3 PCF or 4 PCF dwoiy as ieaic+ewseL sever ni" basid bewdw sm wneba ewnl evSewrd o s side wilt floe mok%O cougl y, C Lives site brews boos= !u0 62 hr F/w *esreed re01s0eom OL Li war site in suNiO/ b/ OsrlObaTivSr or Ibaret 2.� p�a vrlraNlssr law OwlvL,olo � A 0 Ivonir0 relef wtseatbid *sane ept g*aeririrKw per dursb s seltidde. pkaa err debar. t peeps W-1111100 OM needed poses all► per dpon" seit0rt palms a" d0kas, z�Is ONUES Am A P "Nil PNIMO seed d51l00■ne par *11101 q s*its1101106 flew see/ Isis. IMI aiPNEs A plonk sm end *r far lessor bosom at sadbea 156 . 11 wow err be er so 01110a nof>tle ad girt eft. • dwta,tted i~ t1etrr • eassop aMePO1g be far .O.w �e+rlela s.a ilaoR a�eilla rhirel� AL Pmmd , .seer •poor/ drWW por dwov sidtal aft ohm Wr d uft e 10 2.08 FIRE DAMPERS A. Provide fin dompsrs per drawing schedule. plans. details and where required by cods. 2.09 CURBS A Provide curbs for all roof openings. B. Certain items of equipment shall haw curbs furnished by the equipment manufacturer. C. AN other openings sholl have insulated. prefabricated curbs of galvanized steel constriction. Pats or Thy-curb. D. Curbs sholl be sized to fit equipment base. 2.10 FLEXIBLE DUCTWORK A. Provide flexible ductwork per drawing plans and details. B. Flexible ducts *ON conform to U1 -161 and with a flame sprsad rating not over 25 and a smoke developed rating no higher than 50. Maximum length sholl be 6' -0' when fully extended. C. Acceptable flexible ductwork connectors are as follow Model No. TL -M; Flexrmaster Mod No. 4 -M Therratlex Model No. M -KC Techhnaflex Model No. 57K 2.11 FLEXIBLE CONNECTIONS A. Provide 1 lo. density loaded vinyl flexible connectors for ON items of rotating fan equipment. 2.12 PREFABRICATED DUCTWORK A. Provide prefabricated round and oval ductwork with spiral or longitudinal seams. Duct Constuebon for 2" W.C. Duct diameter spiral seom gouge ongitudinal sown gouge (Inches) Gall. Steel Alum, Gohr. Steel Alum. up to 14' 26 .025' 24 .032' 15' to 26' 24 .032' 22 .040' 28" to 36' 22 .1m 20 .050' 38" to 50' 20 .050' 18 .063' 52' to 60 18 .063 16 .071' B. Sleeves. collars, fittings. etc. shall be off a wall thickness not lea than that specMied for lorigitudind seam straight duct unless certified testing data Indicates suitability and Is submitted to Engineer for review. 2.13 DIFFUSER PLEN1UMS A. Provkie diffuser plenums as shown on drawing plans and details. 2.14 DUCT LINING A. Provide ductwork with fiberglass lining when indlooted on the drawings per the symbol indicator. B. Lining shall be 1 inch thick. 2.0 PCF density. flexible. with fire resistant coating to bond the air side surface of the fibers. C. Lining sholl have mtk*nurn 3.8 ft2 hr F/Btu thermal redstonce. D. Fin hazard da@Wfic:ation - ASTM E -84-70 test mstl . 25 flame spread. 50 orals developed. E. Lining shall be supplied by Owens - Corning. CertainTesd or Knvuf. 2.15 VIBRATION ISMATION A. Provide vibration Isolation for ON fan equ4wnont per drawing pons and details. PART 3 - EXECUTION 3.01 WAC UNITS (LANDLORD PROVIDED) A. Units shall be mounted on structural mhemnbu provided on part of the building structural system of prefabricated equipment supports, ses drawings details and legends. 8. K shall be the qty of to Contractor of this Section to provide certified on each unit to the structural contractor for proper design of the structural mounting. C. Units shall be separate from the building structural system with 95w efficient isolators either by kite.al or external isolators. 3.02 FILTERS A. WON filter housings in system plenums and pnovicie bwmitio s or baffles to prevail air by -pass. 8. Install filtta before arty system Is put in operation. 3.03 PLENUM LOAM A. Adhere liner with a full coat of adhesive and fasteners. B. Exposed edges shall be finished with trowel applied mastic to prevent any possibility of erosion. Mastic to have sane fin hazard as rww. 3.04 EXHAUST FANS (LANDLORD PROVIDED) A. Fasten roof mounted fans to curbs six (6) inches on centers using hex head screws and washers. B. Mount In -Ins fors to ductwork with vibration Isolation supports. 3.05 GRAVITY DAMPERS A. Wheys gravity darnpa are installs this contractor shah lubricate tin hinges and be responsible for operation in um. 3.06 GRILLES AND DIFFUSERS A. Instal accessory dampers In the full open position. B. it shall be the impa tsibillty of this controetor to assure that ON dampers are full open before air b0loncin in performed. 3.07 ACCESS DOORS A. MnedoN access doors in the building construction where shown an the drovknq plans and where required to access cc cooled equipmennt. B. Coordinate I - stallotic with the Cwwol Contractor. 3.09 FLUES A. Submit dnvwhage from the marwfachurer of the flue system kw*j ng ccnnecticrs to the equipment. flue supports. rod per sbotion and flue cap. B. Do not order flues until drawings oars approved. 3.09 MOTOR OPERATED DAMPERS A. Dampa% whadw furnished by the contractor or the control contractor, shah be installed square to the duct or c a in ruction. B. Dampens shall be manually tested to assurs free and now n o veri mi C. Adjust dorrgw blades for full closure. 3.10 FiRE DAMPERS A. Install dampers in degas per dnvwkg nab. a anion C Recorraed it kop and test for free fd for ing closure bee od butealloEionL 3.11 A. Curbs shah be taper type and match tin pitch of the roof. Coordnats insboNobon of cubs with the General Contractor. B. I eW steel plotm and ar m e mein as requb for ductwork or equipment c e wi nctiorus. C. General Contractor will provide sh nnn.6 level of curbs. fastening of exurbs to roof construction and roof flashing. 3.12 DIFFUSER PLEN IUMS A. Plernanw will be received .Rh factory applied finish. It shall be the nsponarbOy of this cornbracbor to probet that finisht 8. M in the opinion of the Archlsct's sibs inspector the finsh is not oceSpleable wean ready to be turad aver to the Owner, the ela ii aped pl m. sectin will be renewed and roplacsd 3.13 FLEXIBLE OUCiwORK Al Apply oetic duct es lm to rigid duct and dsric to which connection is being anode before " Wall B. Faste abAv type fMxAl ductwork with /9 screws mdfornm 6' an ca*w Coot serum with nraasbc C. Fe" .ob"erd rikgA daps 11 elobhe dudavark wRh drvebSw type compression kmbermi D. Apply two layers of Moshou /357 dud t*e over juncture of R I l ductwork to device or rigid ductwork and the kn ul aUm sleeve to dew e4d ductwork or betutting lo to other ino lodarL 3.14 FLDOBLE CONWCI Al 1Msl�e dpi p dud sedont to rigid duct and device to which eonnsciont 's being node befane i MOMrg B. Apply eiornap bdh ends„ of the saw drive tiol lon ii9 tAm. C. Coat clomp and juicbAw with mastic seder atlsr tightenkg. 3.15 PREF'ABIWAM OLLI iOfM( A 11111m a F R clin a in oval ores round ducts Orin not fnod0 up wiKh flongm. a rnaMs end coupling slra■ be used. 'UirdbW duct sealer. or approved apaoL, shell be applied /o the rivals end betas booivi or bead or P slap- cod it ifwaaedeieAsty after i stwtse. aprroin nrMeir 1 /2 knvdn. Park " pipe to oocoup" coup" ap- Dew and diste said pop rivets, o dL ne p w r. a nair /2 w d 1 /7 *tire gran the eo o co bead slop. d d ea AMl o bur and coup" s w inlpd, sealed a rlvrps Os above. apply dud seaer l it o wat..:warnt r wide boni4 fading ere rivet heeds and to joint qop are evversd. Apply o sngle whop of Mookwo Ma 357, or s eapproved s*ml. duct tops arid top*. sp P r o wets. slaps be subwdlled to fife Erig ow for o o o Ld the due Br 11 dscbart is mom" a occupied areas. I *40 be iaetolled most wad cleonL Fispetwiled ewds, liild ends will not be occ*pbod. AN sand~ doctowk slaON be field raaeeop0 arid fpcieory eat b iengla. Sadent will be applied wdy lo the b*w or srntavoon of eolwae o pieces. Any malerA erpoee0 std be rswaaved via on proper solvent 3.14 sHOP n "Cl�oac A. Oes*!went, shed be '; end s@eied awty in do col oft We wore ow fop Wenliegs. Any alter BL Swsleuy�t slat be applied! is jeirls senoras deriaq tdri i L Mot at so elm b"69 l89WL C. vela rs due! is in stewed in occupied snore. It *60 be keebrpd east aW ciesw. Freptooalpr ww& L a. 1GW daft wvi opt be occe/10e1 AN inch dpc�l+evrt alaei be SM mannered ewd sk p cat the Ken "L Sealant an be applied a* to fore boorier worlecon of calu paiwq pie*aa And sskout s.peend $%a be removed ulft tie proper skovtt 3.17 0= upo A ~Ifs imbed In wit 's ter 20M INti d A bi cod of adheaies shell be wend .dasher or nsL Epos slapf be %Nuked via cowl ipfsd 0100r. A-s D 0 Q J a �o • . N 00 N (r) v:40 Q Z 0 Za3�o H • d.t=�a V slit O la. � �w V W o a 0) WWI Oj� � J CL I W D 0 a 10 J a �o • . N 00 N v:40 Q to 00 Za3�o • d.t=�a slit O !0! O � Revisions Q Q CITY OF TUKWlLA J U L 6 2005 0 Q PERT CENTER f I` MW nor wg sum WX Mo ow- n� w 9si9ei 00 oo vw s vw dw IF ININU ML *E SM =t- NW AL u1t aeKsniam s NMWL! man a w C>'o•w+ By chec ed By RP SK Scale Dote NOW 06/"29/05 .i00 No. 04�7687 9vet No. .a. d - ..�_ - +r- �-� � � ...�.. :. �� . �. .. -.. _ _... ��r r�r. �rw�. +.�.'w�.�+.� -. � . - ..- w�--- �.�..� +�. 7 r Is 3. 18 DUCTWORK A. Provide ductwork systems per drawing pons and details. 8. The following duct systems shall be constructed for 2" W.C. 1. AN supply air ductwork. 2. AN return air ductwork. 3. All exhaust ductwork. C. Duct construction for 2" W.C. 1. NI ductwork *half be neat. accurate. mechanically tight and rigidly constructed. Off sott of exposed ductwork shall be mods on side opposite to waft and ceilings. unlet otherwise shown or specified. All uninsuloted ponels wider than 12 inches shall be crop broken. 2. Ductwork sholl be constructed of new shests of lock-forming quality. Ends of oll sheet which ore not perfectly square shall be so trimmed in shop before layout is begun. Gouge shall be not less than those shown as follows: Largest Dimension (Inches) GaIv. Steel Gauge Alum. Gauge Up to 12 26 .027" 1 to 30 24 .035" 31 to 60 22 .043" 61 to 90 20 .052' a. AN casing* and plenum chambers shall be constructed of IS gouge moteriol. with standing seams. and fromped with 1-1/2" x 1-1/2" x 1/8 galvanized angles b. AN ductwork exposed to outsids weather shall be an 18 gouge regardless of dimensions. 3. Longitudinal seam* of rectangular ductwork shall be either Pittsburgh lo* double or grooved. Only one type of seam shall be used in each run of duct. Longitudinal scorns of round duct shall be grooved. Button punch snop lock seams may be used when irstalled with sealant In joint and sheetmetal screw Installed thru joint per SMACNA standards. 4. Transverse joint of rectangular duct shall be as follows: a. Less than 18 inches - Pocket bar or S slip and drive Nips. b.19 to 24 inches - 3/4 inch pocket or bar slip and drive Nip. 5. Drive Nips shall be used on short sides of transwei duct joints if side is lose than 24 inches. Metal and gouge of S slips and drive slips shall be some as duct. Ends of drive slips sholl be bent over at least 1/2 inch at comers. Bar slips shall be fastened with sheet metal screws on 12 inch centers. Corners of ail bar Nip joints shall be folded over and riveted. Pocket slips shall be riveted to duct on 6 Inch centers. and corners shall be overlapped and riveted. 6. AN fasteners, such as shoot metal screws, machine screws. or rivets *MN be cadmium -plated for galvanized duct. 7. All ducts over 18 inches wide shell be provided with transverse stiffeners of either joint slips or bracing angles on centers of not over 4' -0" for ducts up to 60" wide on the long sills and not over 2' -0" for ducts with long side exceeding 60" width. S. Fittings shall be constructed as detailed on the Drawings. 9. Where it is necessary because of structural reasons to change shapes of ducts, the Architect will be notified immediately for resixing or rerouting. Equivalent oreas must be maintained. 10. Where radius elbows or takeoffs are indicated, the inside radius shall not be less thou three- quorters of the width of the duct or takeoff. Where diverging changes are mods in duct sizes In the direction of the air flow. they shall be of a slope of 1 in 4. 11. NI transverse joints shall be @soled. Use liquid sealant on fiat surface SECTION 15950 AUTOMATIC TEMPERATURE CONTROLS PART 1 - GENERAL. 1.01 RELATED WORK SPECIFIED ELSEWHERE A. In oddition. the following Sections apply: 15050. and 15800. 1.02 QE RUM IlON OF WORK( A. Sequence of operation is hereby defined as the manner and method by which controls function. Requirement for each type of control system operation are specified in this section. B. Operating equipment. devices and system comuponents required for control systems are specified in other Division -15 Controls' sections of times C. This Section defines the installation of the automatic temperature controls required as shown on the Drawings and as hereinafter specified. 1.03 DEFINITIONS A. ATC is Automatic Temtperature Controls. B. OPEN for motorized dampers, the position of the blades that creates the maximum free also possibio of the damper which Wows passage of air. C. CLOSE for motorized dompers, the position of the blades that prevents any F m m g n of oir. D. MAXM N for motorized dampers. the position of the blades other than open where the blades are adjusted to give the required maximum CFM. E. MINIMUM for motorized damPom the position of the blades other thon sloe where the blades are odjusted to give the required minimum CFM. F. ENABLED shall be the condition where the equipment is energized and /or otherwie octivoted to a st and -by state awaiting control signals from the ATC system. G. DISENABLED shall be the condition where the equipment is de- a wgized. H. ON shall be the condition where the equipment is operating and producing the desired effect I. OFF shall be the condition where the equipment is not operating and is stonkFirg by in an Idle stab. .�. " ! 11 '1 2.01 CONTROL SYSTEMS A. Automatic temperature control components shall be simb is and electronic as shown on the drawing. B. The ATC system s hale co nsist of all necessa theinwoutS. timmij receiver dampw to fuNtN' theintent of this S'ecificatiort. � gouges. � cb�• and oil oocessorie and eisctrk wiring 2.02 CONTRACTOR A. The control tyttsrn shall be supervised and installed by comupetwnt contrd mechanics and Nsk tricions rogukrty an rPbyed by this Control Contractor. 203 WORK TO BE PERFORMED BY OTHER TRADES A. The following incidental work shall be provided by the Mlschaniool Contractors under the supervision of the ATC Contractor and electrical contractor. 1. Tice Mechanical Contractor shat a. Install all automatic danpot b. Awownble multiple section domgm with required into- conrtscting linkages and exte - required number of of w3 through duct for exter. mounting of dongw motors. C_ Provide n sheet nnstai bafAo plate to sininate stnob'fcation and provide air vokrrnss sh allficotion pnoblern how be been eimiabd. send affix and sod permnonswutly in place only after d. Provide occstw doors through duct for swvic:e to control equkowNiL e. ItstaN duc.tstats. f. Instal sntoks dstwcbor8 2.04 ELECTRICAL WNW A. AN electric wiring and wiring connections rsquired for the instaiotion of the ATC. Wok ap�cifis shall be provided by the ATC Conba ctor unless sp mciflco% shown an the Electrical Drawings or cased for in h n l: _ wiring ing shall cownPhr with the ngR+irems Section nb of Secti III = - ELECTRICAL of t1he 2.05 SHOP ORAIiNMGS A. glop Drawing* of the faflowir are requirsd: 1. AN ATC cim*j com panwft 2. ATC spstom claWar. to inducts pnwk ion for future interface whwe spe rill Fo 3_ Control drawings with detaied =u*wuwut and wiring diograr, ine udn4 bill of mtakeriah and decriptim of oprvbiont for ale spslern*. Droning* else by 22!* x 34 standard size and shall be nnodo from 22" x 34" reproducible rnylors. 4. Pantl layouts and natneplob lists for all bad pansle�, with panel dtmersianw. 5. DOW shssts for all control systo n cc iponm ts. 206 CONTROL DAMPERS A. Realer to the dompso sdtodude an the Drawings for damps to to fol iMtsd by the Contractor of two Section. 6. Dampers shad be low 10011090. opposed blocs. 9*40nized steel oorutbruc ion. 207 CONTROL OE1ACES A. Electronic Piogranne 11110114 - 1- t 1. Tile W c 1h onic progra nnnabie O slwll cons ist of UW n 1 , type of rs ioko c e ternpec "lee a of soid-Vtole plorkma. reislot 1 bw *Watu a del0ctw wih mwor Or tins lhwnno m eornaisR high rel�sr+eetrs nesiakortcs_ T11s lltsr n+oseat shall be proud- - n at So foes and ham miwmrn two (2) 9etting0 per day. seat (7') say proVemniii stops city fs0tove. The prograrnnooft information shat be wnob Wood indsfrnisly. send *dye onus d dale ono dap of wool shoiN be rnmirlbob liar rninirnurn gig" (8) hoes during power foiur& Each Dw incoW shot also hashes an i*WW 5 1 6 PAs tires delay Dot so sbmo q b the shiqu "060w canoprowwors. A. Oarwpsr aosrvbrs for as oulownatic darnp0rs shod be uWW*0c&WW spring rwbr* tow Provide ai donpoe for norntrnrt closed posffio Damper opwvlor9 stud to i *,"ds of Mo &aft * and cortr+uetwd to an srklended shoft Moftp thole be 24 volt 1 pino■e 209 A. Tina A town ft T CarRnol I olollor aiirM su4wniw TMs Pit p1m w b asMai6ow of sA I mIgWo b ob comb 0 ds.icss. 210 IN SIRMI A L40n cornplaiow of the o ojsc t%e AMC Contractm stet 1. Cowupwlerp e14u■t. re@* for uwst alt suwr.wosAoitt caubuoiws, volree. **rapes opweAN relem arms clocker` etc, Pre 0 iAs/ W16W We SOcbm In *Milos. c Milord* each bmWwwwt vac/ = now %,W sly ilic+s6s vas stObW for secs ctrr6r000 00 M "w -Aa!" d wAW 2 Fitrvish wiuirw ft too (2) omman it owrsisa Of areq1156e opprvved ways daft erver l9 to ��QrA ey 0 11 0 0 111 060 01 of so wROM Jac Woollen an an proud 1✓ 9W we of so Owliw ePwrsiw/ pwsawd. A TiwupsrMrrrur C0 TitlNNistiw ells be pnwidled der iru W%cili n Vwposes lair' so 111001601C rise 40 940 **seam of 1111 bees*. 3. Ave COWINC61r stn Pmdit 80 set %*= of 0 gwAftd Tofsidwr 1`r tee sp ftn s rt--W e04 i btlwalw! pwlsft Z11 W�IT1r AL ens A0 1ee0elie Tierperu>werus combo CsrrAree s, suer orr she 11111111111W 1 ost be bw of de st O �t f • prorlwi of eve yew sAOr �ireuo0p6■rtae r =011110=0111101011110 M1 0 a bow► wd Owner. Ark ddWt t owbrg oft pwind dam be MV~ or rgpstoilt/ iqr w. Ave awbsww rt ere 60onero r *tars PART 3 - EXECUTION 3.01 TEMPERATURE CONTROL A. Provide a complete systern of temperature and operotlrng controls. wWN. conduit. piping and devices as required for the sequences described in SEQUENCE OF OPERATION. 3.02 SEQUENCE OF OPERATION A. WAC Units Provide rnaterbls and Labor to install programmable wall thermostat with remote temperature sensors. 1. Programmable thermostat shell be configurable programmable commercial thermostat with ON -Auto fan control. and HEAT-OFT-COOL-AUTO system switching switchtse. 2. Install thermostat where shown on ploys. 44" above floor or as required by local code and /or ADA. 3. Install remote temperature sensors where shown on plans. 44 above floor or a@ required by local codes and /or ADA. 4. Provide initial setting and programming of wall thermostat in accordance to the Owner's business sca eduls. 5. Therrnostat sholl cycle WAC Unit heating and cooling systems. 6. WAC Unit fan shod run continuously during occupied periods. 7. WAC Unit fan ornd heating system shall cycle to maintain night sot bock temperatures. 8. Exhaust Fars 1. Interlock exhaust fan motor with supply fan motor in associated WAC Unit. WAC Unit supply fan on. Exhaust fan on; ifVAC Unit supply fan off. Exhaust fan off. 2. Provide conduft wiring. relays, etc. and labor to accomplish the interlock. SECTION 15990 BALANCING MECHANICAL SYSTEMS 1.01 DESCRIPTION A. Related requirements specified elsewhers: 15050 -Bask: Materials dt Methods 15800 - Air Distribution 15900 - Controls do Instrumentation B. Work includes: Adjusting and Bolarwcinq and Testing msclnankol systems and equipment. 1.02 JOB CONDITIONS A. i required to it c � � t balancing be completely installed and in continuous operation as �� bolornckng. adju and boncinq work specified. Complete air bolortcirg prior to B. Performn adjusting and balancing when the system Is operating at design capacity. C. Tine Architect/Enginew will be presort during bWoneng to verify that specified procedures are followed. 1.03 QUALITY ASSURANCE A. Only qualified personnel shall perform babncinq work. B. Submit evide nc. that the personnel who will pa for.. the balancing of the project system are qualified personnel for review and approval by the Architect/Enginser prior to performing the work. C. The bWoncing contractor shall be completely independent of the installing contractor. Any form of association is Documented proof of by the bolorncin9 contractor is required. 1.04 DEFINITION A. Qualified personnel are: 1. Per sam who have been certified by ens of the following organizations: a.) AABC - Associated Air Balance Council b.) Certified TBAB - Certified Testing. Balancing and Adjusting Bureau. 1.05 SUBiMrITALS A. Submit Data Sheet on such item of balancing equipmnsnt required for Archrtect/Ernghmm approval. Include name of device. manufacturer's names, model number. latest date of calibration. and correction factors. B. Submit a report containing all data and other related information recorded during balanc ng, placed an vppropriats forms for Architsct,/Engin@er review and approval. Reports shall certify that the msthnods used and results achieved are as specified. 1.06 RE11ER1 ICAT10N A. During Substantial Completion Inspectim a per enntoge (not more thdb) Ssf the recorded data win be subject to rtidverificatkau by the Archit . Contractor shall take instrument readings as required. PART 2 - PRODUCTS 2.01 AMR BALANCE INS I UMENTS A. Wornstsr with probes and Pitot tube. B. Rotating vans m W e lornster. C. ASHRAE Standard P%ot tubes, stoinlses steel 5/16 outside diameter. lsngthts 18" and 36 . D. Magi W Differsnti Pressure mss. O with too 5 stondand Pilot tube.0 to 5.0" ter pressure rornges, such arr anged � E. Comibir'nalion incliner!- vertical portable monomstar. nm 0 to 5.0" water. F. Portable type hook gags, . cm 0 to 12" water. G. Portables flexible U -tube manonrtsR.r, magnetic mounting dips. range 0 to 6" water. H. Static Pressure Probe for Induction Unit. I. Conical or pyrartidol ahopsd hood. 2.02 SYSTEM PERFORMANCE MEASURING INSTRUMENTS A. Lusatian thennomtetsrs, with groduo -a a at 0.5 F. B. C. Tochornstsr. Centrifugal Type. D. Revolution Counter. E Clamp -On Volt Munster. PART 3 - D(EC UT10N 3.01 Alit SYSTEMS (Adjust and balance systems in 0000rdonce with the following requirements): A. Fhofi fomy: 1. Identify and Not size, type and rnanufoc1 or of of equipmwtt to be tested. including air termkais. Check all system comnponents for proper h wb*otkx and operation. 2. Use m anuliocbn " ratings for all equipment to macs required oalwiations, except who field test 4. irt*tai clean liters. ► calibrated and mtairrtai tsd. 5. Simulate set cooing coil with baffles. B. Central 5ystsmu I. Adjust ond rem supply. return fan RPM to design equitsinents within the li nXs of mtedtanicol eq pr 2. Test and rescued motor vokage and running amperes kw*s leg muotor nonneplote data and startsr lWatm 3. Yd= 1Ptbot tube bavo of main soppy. exltou st and return ducts. determine and record CFM at far and adjust fare to design CFM_ 4. Rom system static pressure. suction and discho go 5. Adjust system for design outside air. CFM. 6. Adjust systen for design recirculated air. CFM. 7. Reem Isating apparatus sntsring air torn poubmes, dry bulb in F. 9. Rom I g apparo4w leaving air term otur'e. � b� and wt tub in F. 10. Record cooing apparatus leaving air dry bulb and wt bulb in F. 11. Record pressure drops across each conipo w* of the system. C. 1. Adjust zones or branch ducts to design CIFIL supply and rebrn. 2. Adjust air volume nequlotors for rna3dnwm and minimum CFM air flow e+ates. D. Air Tornur wb: 1. identify each air lsrminail an reports as to location and detere. required flow reading. 2 Adpust each air tsrnninal to desirgrt 3. 8aiarnco procedure on or tsrrnirwls IN* iuNuds comparison of required FPMI vsloalljr and observed velocft. Qdjuebnwrt of lwrruirual. and caatupariwon of required CFM and abow o CFM after adjcustn"M 4. Adjust flow putt re from air Im vim unks to minimize draft to sxtsrrR design and squipmtsrut Pernuis. E Mwilicati�oru: 1. Prspae surnnnaW of readings of obewvsd CFM for surd► rjAw.n. Compare with required CFI. Determine coil and fills stalk pressure diop 2_ MsAy design CFM at lions on dsscrtbsd in 3.01 -8-3 above. 3.02 06 HEJl W EDUFI ENT A. Msaisure and record wMsring air ban; wobre and kavirg air bernperatury obis gas burner in fully 3.03 ELECTRICAL HEAMM EQUPrEJwfT A. Tilt and record vutAoge and antpoe op roodkop at each 0 m cb 1 c healer shit fully y ugb d. 8. Meesu m and reoord wdwb q air twwgwv buns and leavirnq air bwngwubAW skis e cihir hoobw is fully wnwu,�lsd. 304 REFRKEW111ON C1PrICITY TESTS A. ling* d .� controls 0 a vb - 9 CX mdvlt�� a period of �s °per'°lb°rt, C. I011s1is Mess trial dow oft a cry record rood p af: 1. SwAd sne IN qW fto s. suctiow lens /swpwoAee and hot gas d'isch) m" ins twr w oborx. 2 Co do no ador ng air Wo ips Aw a and lsW3 _ air 6W 4W04ra 3` = input re0&W of vob =W wogmw i, em* pinow Q I. L#w reedop to eslc@iob 1111h0w. of ri t 4m oiow t opaofr dww9 w1b poser bpwt wed for MsR cspedty cry coww we 's r+oiigw. 3JO LONDRi► 1111.01■811 A A00 OW woad fw WN to assess IVA a W ft willfuin M §wft of nn ore @ jese s�rwwlR pruarllli d. 9L A411li wr record et gson ft of eau Ms air eo@WmbNy. C_ 111100n o OW rmarr rwsAor voAwlw and nrrurrir9 ampwas bv&a ng easier awwspkee dwkn A wr twwgr*r�re stsec6ruM 1*wrtrrwaiclrror`s of set " �d s spsrMt/ salsa seiitw aspics/ o0ewlras of epareiowr► a Down" o1rvill weft 49 coo tels ow pr"w 069b" iww am daft so" OwA rvlt one*" 3W cr lae�aflns So Sii6.dY � (3) e.�ii. a p�.N w oboll! mp.b to 9* 9s. r..IlW G 609mM* i 500rfe a art of ieoAnwstrMs and wr 4M M of a�u�wl '_'�..�"�... _ +..�. .�_ -. ..._. - - '�W.r.n- ...�...�..�. w.� �� .r�w.'.� \'..+� _•M��n.. •i.- ter' ^ -mow .--- - .�- �...�t _-o..� - �, v � ��_� �_ .+ _._ � _ ..�,..�.._._. 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P (7) cc I I I III l P Joe E� -1 -1 5 p I W z I 6 / 3/ 4 " 2' � � 0 z L lot - -- - - -- - - -- 1 ._ . LIJ COLOR DRYING SHAMPOO C� I V PROCESSIN . � � � CC I I , , os HAIR p W g a i ! L L r\ �' - to ! Ili l 107 l r COLOR SALON I a 2" W UP (T11 P. FOR 3� ,� . r II J ill l .. �,, 3/4" UP p H I I I! •• I 4 UP TO �,Q I 1 2 4 FCO-1 -. �� - ~ � � mj ! I LOOP VENT, I I 8 CL !' SEE DETAIL II ' I! II 2 •• Iff UP II I I 3/4" UP l �I� I I I o •o Ci o •o I! 11 IW o !I II !I I! ll vow ILI iti 0 0 a { I I SALES 0 II �o I` ii 10o Z ° a I <. i ►; II � —zga t o o °� r: I = . h II V 6. 10 0 - <�. I II I! d I ! III I I I I Revisions , 0 ! 0 i CM aF TWMItA - - 2 I I I I ,lUl � 005 - I I 0 PEFUT l r.`w• 1 � I .. I I I I I ! i i 1 15 'A 13 i6 i5 14 - � is A, PLAN NOTES ._ or 37 ( D SAWARY FIELD VEUWY EXACT M1�'RT E1EV Awa1 IMO NOSY «I a9C�PAlI�.'�S PIPINK ' �� P!RM SMALL WT K LESS IYI1I i/S' PER F � � u, ,Fr• ( Deammm To LJIIaLaOUp PM VA= El 0 5 1 9 4' S11116TARY PVW F81D W T EXACT LIOL � • �rel�o. A � 4 � 6 3 CalECT 10 Ulm Plgl�D lr OOESwC WIM SUPPLY L/L FELD 1� Y EXACT �o o�wsa s PR01� • �� REAM AS (D POOME UK 4' Iii C101111110NEW P OO FOR WO HFAIM W AS 11111EQUIIIIIIIII& s Ca C II r OAS P!�' 1D L/IIrR� P�AA 4m P VqW � �Y EXWf L�1�L T' an P!IIIIIIIII� 8 SM Pat 1N WN AT a,.r IM PPE'. OW. low IIIIIEW�MlT LAM Q Drawn By Checked By JMD�� ■'w! TA's Pm ISIS P!m $ ICY '' x,111 R° SIC ScIde Date S 'r 10 P � PL1ArlQ �f� Y VWCV LOCAIIIIIIIII1 s IM 1 /Ir= f _Cm 06/29/DS s No_ F ,� A _ 04 2 FOUNDATION PLAN PLUMBING FLOO P LAN : �'�� "m SCALE: 111r '" I*—or p w ` A If PL UMBING FIXTURE SCHEDULE DESIGNATOR FIXTURE SIZE TYPE MANUFACTURER MODEL NO. COLOR TRAP CARRIER MOUNTING SUPPLY STOP REMARKS HEIGHT FITTM VALVE -1 WAS CLOSET ELONGATED FLOOR AMERICAN 2234 -CIS WHITE INTEGRAL NONE RIM 14" SLOAN ROYAL INTEGRAL NO. 1955 -SSC, OPEN FRONT SELF SUSTAINING CHECK H04M BELL & �� PR -3/4 IN-LINE MOUNTED STANDARD 110E 1/6 1Hi13 1730 ABOVE FLOOR 116 -1.6 1/2 SEAT SEAT WIC -2 WATER CLOSET ELONGATED FLOOR AMERICAN 3043 -102 101"X INTEGRAL NONE RIM 17" SLOAN ROYAL INTEGRAL BEMIS NO. 1955 --SSG. OPEN FRONT, SELF SUSTAINING CHECK H04GE VANDAL -PROOF SCI Ell GALVANIZED BODY VANDAL -PROOF SCREE GALVAN ZE'D BODY & TOP. FCO-2 CLFAINOUT MOUNTED STANDARD 4250 O -1 WALL 2 TO ABOVE FLOOR 111 -Yi0 GALVANIZED SEAT HANDICAPPED ACCESSIBLE L.AV -1 LAVATORY " -- c�OUINTERTnP FUFURNISHED - -- _"_ MCGUIRE NONE SEE ARCH. FURNISHED MCGUIRE MCGUIRE NO. 155A STRAINER WITH TAILPIECE. PROVIDE AERATOR � s��s � �+CED (OF "AMM cour[a Is qL BY ULTA PrIE 01101W 110 �0� DWG. BY ULTA H21670CLK FOR FAUCET. LAVATORY LAVARY - -- COUNTERTOP FURNISHED MCGUIRE NONE ARCH. FURNISHED MCGUIRE MCGUIRE NO. 155WC STRAINER WITH TAILPIECE. PROVIDE AERATOR FOR FAUCET. INSULATE HOT WATER SUPPLY AND DRAIN PIPING; T�cu �►s pw�s oo�cn� ortAL 10 SIM BY ULTA C8902F DWG. DM BY ULTA M2167CC1.K HANDICAPPED A SK -1 SINK •--_ COUNTERTOP FURNISHED BY ULTA MCGUIRE C8902F NONE SEE ARCM. DWG. FURNISHED BY ULTA MCGUIRE H2167CCLK PROVIDED BY ULTA AND INSTALLED BY G.C. SK -2 SH AMPOO SINK - -- FURNISHED _ -- _ -- _ -- NONE � ARCH. MCGUIRE PROVIDED BY ULTA AND INSTALLED BY G.C. B Y ULTA B FUI L SHNED H2167CCLK SK-3 SINK - -- COUNTERTOP FURNISHED MCGUIRE NONE SEE ARCH. FURNISHED MCGUIRE PROVIDED BY ULTA AND INSTALLED BY G.C. BY ULTA C8902F DWG. BY ULTA H2167CCIX SK -4 SINK -- -_ COUNTERTOP -__ ___ NONE NONE BFti1YRMNIULSFTIAED HZ1 GC.X PROVIDED BY ULTA AND INSTALLED BY G.C. MB -1 MOP BASIN 24" x 24" FLOOR FIAT MSB -2424 WHITE 3" CAST NONE SEE REMARK CHICAGO FAUCET INTEGRAL MOUNT SUPPLY FITTING 36" ABOVE FLOOR AND VACUUM BREAKER k OU11N7ED IRON NO. 911 -IS 7' -6" ABOVE FLOOR; INTEGRAL STRAINER �_ ELECTRIC WATER COOLER 15" x 19" WALL ELKAY EZs l STANDARD MCGUIRE SMITH 4 • INTEGRAL MCGUIRE HANDICAPPED ACCESSIBLE MOUNTED FINISH CM72F 834 ABOVE FLOOR H2167CCI X 1I -120V WM� -1 WASHER WALL BOX -- -- WALL RECESSED GUY GRAY CO. 8 -200 GRAY 2 CAST IRON 'P TRAP RIM L OOR ABOVE FLOOR INTEGRAL 112" BALL VALVE (ABOVE CEILING) FINAL CONNECT CLOTHES WASHER SUPPLIES ONES. AND O PUMP SCHEDULE DESIGNATOR SERVICE MANUFACTURER MOOEL N0. TYPE GPM FEET � ELECTRICAL REMARKS MOTOR HP VOLTAGE RPM MCP-1 HOT WATER �� BELL & �� PR -3/4 IN-LINE 10 16 110E 1/6 1Hi13 1730 � ��.D.P. M070R WITH 1.15 SERVICE SK 1/2 11r 2" 1 -1 /1" MN 314" 31 4 ~ 3" r FCO-1 ROM CLEANO WATER HEATER SCHEDULE A70R TYPE MANUFACTURER MODEL N0. STORAGE GALLON C/�p wus E AT 100E RISE TANK � REMARKS IIBH VOLTAGE w►+ -I STORAGE A.0. sr�n� eTM -�9s goo »e »-»sv rn � �ovioe ca+oorsn� ►�umAuza� s�hw. FLOOR 4 SMITH SK 1/2 11r 2" 1 -1 /1" MN 314" FIX TURE CONNECTION SCHEDULE FDCTU RE Cw Hw WASTE VENT LAV REMARKS FD-1 2" 1 -1/2" EM 2010-A--P50 NK3(EL VANDAL - -PROOF 9CREIIMS GALVA IZED BODY; 4" 'P' SEE 9OEDlLE WC CB CAST BRONZE 6 *0 S'TRAMME)t BRONZE FD FD-2 FLOOR 4 SMITH SK 1/2 11r 2" 1 -1 /1" MN 314" 31 4 ~ 3" r FCO-1 ROM CLEANO 4" SMMMTIH 4020 r: V eta 0 N a I` DRAIN SCHEDULE DESIGNATOR I PE SIZE AC7LJRER MODEL NO. TOP FINISH REMARKS FD-1 FLOOR 4" SMITH H 2010-A--P50 NK3(EL VANDAL - -PROOF 9CREIIMS GALVA IZED BODY; 4" 'P' SEE 9OEDlLE * DE1NSATE PPM CB CAST BRONZE 6 *0 S'TRAMME)t BRONZE DEEP SEAL TRAP WITH TRAP PRNlER TAPPING FD-2 FLOOR 4 SMITH 2360 -P50 GJIL.VANZED GALVAMNZED BODY; 4~ DEEP -SEAL 'P' TRAP IMTH GALV DRAIN NC NEW CONNECTION S CAST IRON ` RAP PRIMIER TAPP/NK. FCO-1 ROM CLEANO 4" SMMMTIH 4020 � CAST GAL VANIZED VANDAL -PROOF SCI Ell GALVANIZED BODY VANDAL -PROOF SCREE GALVAN ZE'D BODY & TOP. FCO-2 CLFAINOUT 4 SMITH 4250 O -1 WALL 2 TO SIM7H 4472 GALVANIZED VANDAL -PROOF CENTER UNE ELEVA710N OF BE V) CLEA NOUT 4" :3 < N30 (9 CAST IRON CLFANOUIT SHALL ABOVE FLOOR. PLUMBING SYMBOLS --- W WATER SERVICE CWIS -- C01 WATER SUPPLY PIPING HWS - HOT WATER SUPPLY PIPING - TWIS - 7EliPERED WATER SUPPLY PIPING --- SAN ---- SANITARY DRAINAGE & WASTE PIPING/SEWER --V-- SANITARY VENT PIPING - G- GAS PIPING SEE 9OEDlLE * DE1NSATE PPM CB CAST BRONZE CP CHROME PLATED CO C.EANOJT m EXISTING TO REMAIN F00 FLOOR CLEANOUT FD FLOOR DRAIN GALV GALVANIZED NC NEW CONNECTION S SANITARY V VENT VTR VDNT 7HRUN ROOF w WASTE A&" W LINE SUE BALL VALVE I IERFLY VALVE (2 -1I LARGER Oft LIB Std �- 0 &MAN = VALVE THUM STATIC LUNG VALVE SCHEDULE WE1 PROVIDE BRADLEY YODQ 'iMAR` THERMOSTATIC IOIG VALVE WITH NIECRAL 510P- 51RANEft -0EpC VALVES. SET NI17ER TEMPERATURE FOR 1G6F MA�AI�I. LOG11E VALVE Af0 ACCESS PNQ �lON LAVA70RE5. PLUMBING GENERAL NOTES I 1. ALL Woa+c 9+ui BE Of R000aoANCE WITH Au APPLICABLE autFS AND REcuuraN.s of coca. AUTHORITIES. 2 ALL AUTFIORIIIES MAVNJC JURISDICTION SHALL BE N071IF1ED AT LEAST THREE WORKING DAYS PRIOR 1'0 COMMENCEMENT OF WORK. 3. ALL PIPING SHALL BE ROUTED IN THE SUSPENDED CfAJNG SPACE UNLES 01FIQtMASE INDICATED. ALL PIPING EXPOSED 10 MEIM SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO THE UNDERSIDE OF THE STRUCTURAL STEEL 4. EXPOSED ANC IN FINISHED ups sHnu BE antaME PLATED VAIN CHROME PLATED ESCUTCHEON AT PIPE ENTRY TO FINISHED UREA. 5. SLEEVE OR CORE -DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR PPNC AND FIRE -STOP OPENING AROUND PPE. VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DR1l.1lNG. 6. ALL OPEPNNGS IN DRAINAGE AND SYSTEMS AS A RESULT OF RISTALLA710N ROUGH-IN SHALL 9 WITH A LEST PLUG THAT IS SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. 7. ALL PIPING SHALL BE carcENm IN wAus AND e800 vaEv FuawisHINcs UNLESS onsE INoicnlm. a WHEREVER FotNoAna+ wAus, our WALLS, ROOF, Eta. ARE PENETRATED FOR INSTALLATION OF SYSTEMS THEY SHALL BE PATCHED TO MATCH DOSING CONSTRUCTION AND SEALED WEATHER 1Ki1T. MIORK SHALL BE PERFORMED BY CRAFTSMEN SIQlm IN 1FIFJR RESPECTIVE TRADES. 9. ALL PIPING SHALL RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REOU/IED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED 10 MEET ALL OOIrSTRUC710N OONDI710W. AND TO ALLOW FOR INSTALLATION OF OTHER WORK INCLUDING DUCTS AND ElEC7RICAL CONDUIT. AT ALL CONIIECTONS BE7NEEN FERROUS PIPING AND NONFERROUS PIPM PROVIDE AN 190LA71MG DIELECTRIC (J1110D1. 10. PROVIDE ALL FlTnNCS. ACCESSORIM OFFSEM AND MATERIALS NECESSARY M FACI THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT NIOICA7ED. 11. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4!* PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. 12 PROVIDE A COMPLETE SYSTEM OF SpIFDULE 40 GALVANIZED STEEL PENT I RISERS ABOVE FLOOR. ALL VETI75 SHAM BE GllililED THROUGH THE ROOF WITH FLASHING. ALTERNATE MATERIALS MAY BE ALLOWED F APPROVED BY LOCAL CODE AU1FIOFtI71ES. 13. CONDENSATE AND INDIRECT DRAIN PIPING SHALL BE TYPE M COPPER TUBING UP 7O 1" ID, TYPE DWV 7UMG AND FlTIINGS FOR 1 -1/4" AND LARGER SIZES. 14. PROVIDE CLEANOU75 AT THE E!D OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL vaetIM w&STE Arro owuN ass. aEANouts sHmt BE aF 7HIE SAME SIZE As THE THEY savE. Is. ►wt Awu can WATER PIPING SHALL BE TYPE L COPPER TueMC WITH YKtWGHT COPPER FITTINGS AND SWEAT CONNECTION& PROVIDE L04MN1M 16" HIGH FULL NR CHAMBER AT EACH FlX7URE STOP. PING BELOW GRADE swu.L BE TYPE x soFr core rM,F, FLARE coves aULPLEx Flrn+c. 16. INSULATE ALL HOT AND COLD WATER PIPING BOTH V07WALLY AND HORIZONTALLY, IN CEILING AND CONCEALED IN WALLS COMPLETELY. PROVIDE 1" PRE FORMED FIDERGLASS AV-V% FLAMIE SPREAD 25, SMOKE DEVELOPED 50, ASThM C -547. n. Par+c aouhn IN EXTERIOR wAus stw.L BE aoutm ON rw+TErt WARM sM of euan" WALL Msvu710N. • .�. �. .• • ]/ 1, L - 4 ►.s.-� 19. TEST WATER SYSTEM UDDER 150 PS1G HYDROSfA71C PRESSU11RE FOR FOUR (4) HOURS MIINIMIUIL WHEN TESTING INDICATES MATERIALS at WORKMANSHIP` IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED AN D REPEAT TEST UN7I. STANDARDS ARE ACHIEVED. 2O. PROd IM A COMPLETE NATURAL GAS PIPING SYSTEM AS M07ED ON 7W DRA11114GS PROVIDE EITHER 7HfREADED STEEL OR MIALLEABI RON PPE WITH MALLEABLE FITTINGS OR WELDED STEEL PROVIDE ALL UNIONS, SHUT -OFF VALVES AID DRT LEGS REQUIRED BY 1NFPA -54 AND 00%004NG LOCAL CODES. PROVDE ALL TEST'S 6IE7ERS,, INSPEC7IOM % HANGERS AND EQUIPMENT TIONS EQURED FOR A COMPLETE AND OPERATING SYSTEM. PAIR PPNG ON ROOF 1117H 7W0 COATS OF RUST RESISTANT ODUID00R PANT. 21. THE D OMESTIC WATER SYSTEM, DRAN04M S1rS701% AM GAS PIPING SYSTEM SHALL BE FLUSHED AND TESTED. DE DOMESTIC WATER SYSTEM SHALL BE PURFXD. rt. siwrA" PIPING ABOVE FLOOR sH&L BE Fue mss CAW-4M PIPL Fln*M Iwo ooNNEcnaNs Iwo P94c snow arm swAu BE AeE- +NOait nue AND srioor me cAsr-4ea wm IE�fiFIE GASKET JA175. AL7EJaiAIE MATERIALS MAY BE ALLOED F APP'R0VED 6Y LOCJIL CAE AUilIa01ES. 2& ALL RDOR DRAINS SHOAL BE C01INECIED 710 IM SANffAW 90 R SySmL 24 C 0 0 AM NAh F'DfljRE: TYPES M7H mwlcilm ASS OE37p1AlED FOR USE BY THE HANDICAPPED SHALL BIE S1JPPl�D M1F1 FIX RNES MO SRN AS SET FOR Fi N lFE ME70C.NIS RiN OISIIBLlES ACT (ADA). 2& INST&L ALL PO4M AS 611EQUI114118D TO MEET ALL 001 IS I RX" Camp AM TO PALM FOR INSTPAJAIM CF 01HER SIORK � 2s. C onoN aFCIwcx 75 OF PwoR m wRau►N MsrAw►wa .w+ a=Wwrx ow►m 1 Cs t aoNnucrat FIRE PROTECTION GENERAL NOTES PROVIDE ALTERATIONS AND MODMA71ONS AS NECESSARY TO FURNISH AND INSTALL COMPLETE FIRE PROIEC71ON SYSTEM PER NFPA i13. THE SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL, STATE AND FEDERAL AUTHORITIES AND LANDLORD'S INSURING AGENC f. ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LOCAL FIRE PROTECTION DISTRICT AND WATER DEPARIVENT. ALL AUTHORITIES HAVING JJRIMC71ON SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. PROVIDE AN AUTOMATIC WET PIPE SPRINKLER SYSTEM INCLUDING PIPING, HANGERS, VALVES, ALARMS. SUPPORTS AND SPRINKLER HEADS, NECESSARY AND AS REQUIRED FOR INSTALLATION OF COMPLETE AND APPROVED FIRE PROTECTION SYSTEMS. WORK SHALL BE PERFORMED BY AN APPROVED AUTOMATIC FIRE PR07EC71ON SPRINKLER CONTRACTOR. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFEWON ALENGINEER. APPROVED CONTRACTOR AND THE CONTRACTOR'S REGISTERED ENGINEER SHALL BE LICENSED WITH THE PROPER AUTHORITIES FOR THE LOCA71ON OF THIS PROJECT. & 1110 1914 SPECIAL CONSIDERATION SHALL BE GIVEN TO AREAS THROUGHOUT THE BUILDING SUCH AS DROPPED SOFFITS. LIGHTING SOFFITS AND READ CL07MG RACKS THAT NECESSITATE ADDITIONAL SPRINKLER HEADS. RUN Plf' M HORIZONTALLY AND AT RIGHT ANGLES TO WALLS AND CEILINGS. CENTER SPRINKLER HEADS IN BOTH HORIZONTAL DIREC710N WITH RESPECT To CEILING oO P'ONENIS SUCH AS CETIING GRID. LIGHT FIXTURES, HVAC OMFFUSERS AND SPEAKERS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. FIRE PR07EC710N SYSTEM SHOP DRAWINGS SHALL INCLUDE SEPARATE AND COMPLETE REFLEC7ED CEILING PLANS MDOCA71MG LOCATION OF EACH SP NKLER HEAD AS WELL AS PIPING LAYOUTS PROVIDE MAIN DRAINS AND AUXILIARY DRAINS WHERE NECESSARY. PROVIDE TEST CONNECTIONS AT MOST REM07E PONT OF MAIN PORTION OF EACH SPRINKLER SYSTEM. LAYOUT THE SPRINKLER PIPING SO THAT THERE IS A WINM N SEPARA710N OF 12" BETWEEN THE CONING HEIGHT AND THE BOTTOM OF THE SP WQER PPE OR ROUTE PIPING AROUND LIGHT FIXTURES TO AVOID CONFLICTS~. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS FOR BUILDING REGARDING PPE SIZES, ADAQUA7E PRA SERVICE LOCATK) NS. ZONING AND SLXI IT SWOP DRAWINGS TO THE A 17HORIM FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF FIRE PROTECTION WATER SERVICE AND SYSTEMS. AUTOMATIC SPRINKLERS SHALL BE OF THE OPERATING TEMPERATURE AS REQURED BY THE LOCA710N WM SPECIAL REGARD FOR HEA71 NG UNrM SP NKLER PPNC SHALL ROUTE AROU N1D, PROVIDE PROPER CLEARA AND AVOID CONFLICT WITH BlJILDING EQLJPMENT AND SYSTEMS • �- �- • L �• a�- •. -a1 • REFER TO ARCHITECTURAL DRAWINGS OR CONSULT ARCFNTECT FOR EXACT LOCATION OF EQUIPIMIDIT, ETD. AND FINAL FMfSHED ELEVATIONS PRIOR TO ANY PWALLA710MN WORK. ovs • -.] • • • -a a. 2 ► - a. • • ] • - .] •• ] ••- •• • • a a . - • CONTRACTOR SHALL VISIT 7HE S17E AND DOTING CONDITIONS N7m TIE LSATS OF DEMOLITION. PRIOR 70 START OF ANY WORK. FORWARD 70 ARCHMIECT/ENGINIE7t. FOR REVIEW. ONE (1) COPY OF EQUIPMrIETNT AND SYSTEMS BEING REMOVED BY DEMOLITION WORK AND NEW INS I ALIAIMON WORK. LM75 OF DEMOLIIIOM AREA SHALL BE AS I DICAXD ON DRAWINGS PREPARED BY 7W CONSULTANT. • 1 .- . ►I 1 07 1 ► 11 1 .•. : 1 • ►. • - a ;- • ] • • ]1 • i =7�^' • TTY' • ] . ] 1 • - od • ] 1 • ]/ ] • a s :, #A7 A sM 4A u ]- VALVE S C*lElDlULlE r Pvc INTAKE AND T. 71fIEADED PIPING I 901DEll ETD/ BRAZED PPNr. I WWIL 27 AM 2-1 /r' #o SMALLER L/ mm SEE Pt�ws port sus UK SUE eau vKVE � � � � .E)i(NS 47-C 6551 -C 1242 -C GALE 115 _ ECRQI.AING PUMP. 9-106 �l�1S M !a?J1 n*lammwxK Ir � SEE 9OEDlLE S1�OR7awr 2'1 TR -- 40MQ 624-0 i 51E�1 NO � t!m i L u F2974 �� EN0.A61JIE � �T sioc,�o�Ir s-as �svl � sErAJUWXE soacEr. RANGE- 3W - Ieof uE s� oiBOC �vE INET %W%U !MILL K U E ullm ME MODAL w BALL vK uE SIZE um UK = ewi MtrE FocnW ! j AM caw uE SIZE uwoN � LINE Six uNa � �� I I i �� W - iIEAIER IS ElEVA7ED ADOWE FOrIUM - � i p��T �� Y �911/T 1 1 Q a N V) J :3 < N30 (9 1- IWO Z ��ias Lm _01311 TAW �a�es (� IFa�) _ _ � _ J � s��s � �+CED (OF "AMM cour[a Is qL z PrIE 01101W 110 Eau PLANS FCR E1131019m ciallecim LIM FULL WE Me 1111101111� Lam PIPE Som r Noec -eo � �� tE LED as van In •mm LINE �SurraRr AS � oo�src wATM HMTM MrA& - G" 2 LOOP VENT oErwIL s T�cu �►s pw�s oo�cn� ortAL 10 SIM um 10 scftx PLUMBING GENERAL NOTES I 1. ALL Woa+c 9+ui BE Of R000aoANCE WITH Au APPLICABLE autFS AND REcuuraN.s of coca. AUTHORITIES. 2 ALL AUTFIORIIIES MAVNJC JURISDICTION SHALL BE N071IF1ED AT LEAST THREE WORKING DAYS PRIOR 1'0 COMMENCEMENT OF WORK. 3. ALL PIPING SHALL BE ROUTED IN THE SUSPENDED CfAJNG SPACE UNLES 01FIQtMASE INDICATED. ALL PIPING EXPOSED 10 MEIM SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO THE UNDERSIDE OF THE STRUCTURAL STEEL 4. EXPOSED ANC IN FINISHED ups sHnu BE antaME PLATED VAIN CHROME PLATED ESCUTCHEON AT PIPE ENTRY TO FINISHED UREA. 5. SLEEVE OR CORE -DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR PPNC AND FIRE -STOP OPENING AROUND PPE. VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DR1l.1lNG. 6. ALL OPEPNNGS IN DRAINAGE AND SYSTEMS AS A RESULT OF RISTALLA710N ROUGH-IN SHALL 9 WITH A LEST PLUG THAT IS SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. 7. ALL PIPING SHALL BE carcENm IN wAus AND e800 vaEv FuawisHINcs UNLESS onsE INoicnlm. a WHEREVER FotNoAna+ wAus, our WALLS, ROOF, Eta. ARE PENETRATED FOR INSTALLATION OF SYSTEMS THEY SHALL BE PATCHED TO MATCH DOSING CONSTRUCTION AND SEALED WEATHER 1Ki1T. MIORK SHALL BE PERFORMED BY CRAFTSMEN SIQlm IN 1FIFJR RESPECTIVE TRADES. 9. ALL PIPING SHALL RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REOU/IED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED 10 MEET ALL OOIrSTRUC710N OONDI710W. AND TO ALLOW FOR INSTALLATION OF OTHER WORK INCLUDING DUCTS AND ElEC7RICAL CONDUIT. AT ALL CONIIECTONS BE7NEEN FERROUS PIPING AND NONFERROUS PIPM PROVIDE AN 190LA71MG DIELECTRIC (J1110D1. 10. PROVIDE ALL FlTnNCS. ACCESSORIM OFFSEM AND MATERIALS NECESSARY M FACI THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT NIOICA7ED. 11. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4!* PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. 12 PROVIDE A COMPLETE SYSTEM OF SpIFDULE 40 GALVANIZED STEEL PENT I RISERS ABOVE FLOOR. ALL VETI75 SHAM BE GllililED THROUGH THE ROOF WITH FLASHING. ALTERNATE MATERIALS MAY BE ALLOWED F APPROVED BY LOCAL CODE AU1FIOFtI71ES. 13. CONDENSATE AND INDIRECT DRAIN PIPING SHALL BE TYPE M COPPER TUBING UP 7O 1" ID, TYPE DWV 7UMG AND FlTIINGS FOR 1 -1/4" AND LARGER SIZES. 14. PROVIDE CLEANOU75 AT THE E!D OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL vaetIM w&STE Arro owuN ass. aEANouts sHmt BE aF 7HIE SAME SIZE As THE THEY savE. Is. ►wt Awu can WATER PIPING SHALL BE TYPE L COPPER TueMC WITH YKtWGHT COPPER FITTINGS AND SWEAT CONNECTION& PROVIDE L04MN1M 16" HIGH FULL NR CHAMBER AT EACH FlX7URE STOP. PING BELOW GRADE swu.L BE TYPE x soFr core rM,F, FLARE coves aULPLEx Flrn+c. 16. INSULATE ALL HOT AND COLD WATER PIPING BOTH V07WALLY AND HORIZONTALLY, IN CEILING AND CONCEALED IN WALLS COMPLETELY. PROVIDE 1" PRE FORMED FIDERGLASS AV-V% FLAMIE SPREAD 25, SMOKE DEVELOPED 50, ASThM C -547. n. Par+c aouhn IN EXTERIOR wAus stw.L BE aoutm ON rw+TErt WARM sM of euan" WALL Msvu710N. • .�. �. .• • ]/ 1, L - 4 ►.s.-� 19. TEST WATER SYSTEM UDDER 150 PS1G HYDROSfA71C PRESSU11RE FOR FOUR (4) HOURS MIINIMIUIL WHEN TESTING INDICATES MATERIALS at WORKMANSHIP` IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED AN D REPEAT TEST UN7I. STANDARDS ARE ACHIEVED. 2O. PROd IM A COMPLETE NATURAL GAS PIPING SYSTEM AS M07ED ON 7W DRA11114GS PROVIDE EITHER 7HfREADED STEEL OR MIALLEABI RON PPE WITH MALLEABLE FITTINGS OR WELDED STEEL PROVIDE ALL UNIONS, SHUT -OFF VALVES AID DRT LEGS REQUIRED BY 1NFPA -54 AND 00%004NG LOCAL CODES. PROVDE ALL TEST'S 6IE7ERS,, INSPEC7IOM % HANGERS AND EQUIPMENT TIONS EQURED FOR A COMPLETE AND OPERATING SYSTEM. PAIR PPNG ON ROOF 1117H 7W0 COATS OF RUST RESISTANT ODUID00R PANT. 21. THE D OMESTIC WATER SYSTEM, DRAN04M S1rS701% AM GAS PIPING SYSTEM SHALL BE FLUSHED AND TESTED. DE DOMESTIC WATER SYSTEM SHALL BE PURFXD. rt. siwrA" PIPING ABOVE FLOOR sH&L BE Fue mss CAW-4M PIPL Fln*M Iwo ooNNEcnaNs Iwo P94c snow arm swAu BE AeE- +NOait nue AND srioor me cAsr-4ea wm IE�fiFIE GASKET JA175. AL7EJaiAIE MATERIALS MAY BE ALLOED F APP'R0VED 6Y LOCJIL CAE AUilIa01ES. 2& ALL RDOR DRAINS SHOAL BE C01INECIED 710 IM SANffAW 90 R SySmL 24 C 0 0 AM NAh F'DfljRE: TYPES M7H mwlcilm ASS OE37p1AlED FOR USE BY THE HANDICAPPED SHALL BIE S1JPPl�D M1F1 FIX RNES MO SRN AS SET FOR Fi N lFE ME70C.NIS RiN OISIIBLlES ACT (ADA). 2& INST&L ALL PO4M AS 611EQUI114118D TO MEET ALL 001 IS I RX" Camp AM TO PALM FOR INSTPAJAIM CF 01HER SIORK � 2s. C onoN aFCIwcx 75 OF PwoR m wRau►N MsrAw►wa .w+ a=Wwrx ow►m 1 Cs t aoNnucrat FIRE PROTECTION GENERAL NOTES PROVIDE ALTERATIONS AND MODMA71ONS AS NECESSARY TO FURNISH AND INSTALL COMPLETE FIRE PROIEC71ON SYSTEM PER NFPA i13. THE SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL, STATE AND FEDERAL AUTHORITIES AND LANDLORD'S INSURING AGENC f. ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LOCAL FIRE PROTECTION DISTRICT AND WATER DEPARIVENT. ALL AUTHORITIES HAVING JJRIMC71ON SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. PROVIDE AN AUTOMATIC WET PIPE SPRINKLER SYSTEM INCLUDING PIPING, HANGERS, VALVES, ALARMS. SUPPORTS AND SPRINKLER HEADS, NECESSARY AND AS REQUIRED FOR INSTALLATION OF COMPLETE AND APPROVED FIRE PROTECTION SYSTEMS. WORK SHALL BE PERFORMED BY AN APPROVED AUTOMATIC FIRE PR07EC71ON SPRINKLER CONTRACTOR. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFEWON ALENGINEER. APPROVED CONTRACTOR AND THE CONTRACTOR'S REGISTERED ENGINEER SHALL BE LICENSED WITH THE PROPER AUTHORITIES FOR THE LOCA71ON OF THIS PROJECT. & 1110 1914 SPECIAL CONSIDERATION SHALL BE GIVEN TO AREAS THROUGHOUT THE BUILDING SUCH AS DROPPED SOFFITS. LIGHTING SOFFITS AND READ CL07MG RACKS THAT NECESSITATE ADDITIONAL SPRINKLER HEADS. RUN Plf' M HORIZONTALLY AND AT RIGHT ANGLES TO WALLS AND CEILINGS. CENTER SPRINKLER HEADS IN BOTH HORIZONTAL DIREC710N WITH RESPECT To CEILING oO P'ONENIS SUCH AS CETIING GRID. LIGHT FIXTURES, HVAC OMFFUSERS AND SPEAKERS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. FIRE PR07EC710N SYSTEM SHOP DRAWINGS SHALL INCLUDE SEPARATE AND COMPLETE REFLEC7ED CEILING PLANS MDOCA71MG LOCATION OF EACH SP NKLER HEAD AS WELL AS PIPING LAYOUTS PROVIDE MAIN DRAINS AND AUXILIARY DRAINS WHERE NECESSARY. PROVIDE TEST CONNECTIONS AT MOST REM07E PONT OF MAIN PORTION OF EACH SPRINKLER SYSTEM. LAYOUT THE SPRINKLER PIPING SO THAT THERE IS A WINM N SEPARA710N OF 12" BETWEEN THE CONING HEIGHT AND THE BOTTOM OF THE SP WQER PPE OR ROUTE PIPING AROUND LIGHT FIXTURES TO AVOID CONFLICTS~. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS FOR BUILDING REGARDING PPE SIZES, ADAQUA7E PRA SERVICE LOCATK) NS. ZONING AND SLXI IT SWOP DRAWINGS TO THE A 17HORIM FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF FIRE PROTECTION WATER SERVICE AND SYSTEMS. AUTOMATIC SPRINKLERS SHALL BE OF THE OPERATING TEMPERATURE AS REQURED BY THE LOCA710N WM SPECIAL REGARD FOR HEA71 NG UNrM SP NKLER PPNC SHALL ROUTE AROU N1D, PROVIDE PROPER CLEARA AND AVOID CONFLICT WITH BlJILDING EQLJPMENT AND SYSTEMS • �- �- • L �• a�- •. -a1 • REFER TO ARCHITECTURAL DRAWINGS OR CONSULT ARCFNTECT FOR EXACT LOCATION OF EQUIPIMIDIT, ETD. AND FINAL FMfSHED ELEVATIONS PRIOR TO ANY PWALLA710MN WORK. ovs • -.] • • • -a a. 2 ► - a. • • ] • - .] •• ] ••- •• • • a a . - • CONTRACTOR SHALL VISIT 7HE S17E AND DOTING CONDITIONS N7m TIE LSATS OF DEMOLITION. PRIOR 70 START OF ANY WORK. FORWARD 70 ARCHMIECT/ENGINIE7t. FOR REVIEW. ONE (1) COPY OF EQUIPMrIETNT AND SYSTEMS BEING REMOVED BY DEMOLITION WORK AND NEW INS I ALIAIMON WORK. LM75 OF DEMOLIIIOM AREA SHALL BE AS I DICAXD ON DRAWINGS PREPARED BY 7W CONSULTANT. • 1 .- . ►I 1 07 1 ► 11 1 .•. : 1 • ►. • - a ;- • ] • • ]1 • i =7�^' • TTY' • ] . ] 1 • - od • ] 1 • ]/ ] • a s :, #A7 A sM 4A u ]- VALVE S C*lElDlULlE Q 71fIEADED PIPING I 901DEll ETD/ BRAZED PPNr. I WWIL 27 AM 2-1 /r' #o SMALLER L/ mm AM Sr1AU" .E)i(NS 47-C 6551 -C 1242 -C GALE 115 L SmcKHAIM A-100 Q-6?3 r 9-106 �l�1S M !a?J1 GALL � A� DA100 ----- 0A160 S1�OR7awr 2'1 TR -- 40MQ 624-0 4f t!m i L u F2974 1 sioc,�o�Ir s-as �svl � rA�II CiL9 t�ICS; I��AR7IRIC6; S L '!Q! m E F0t IM: INET %W%U !MILL K U E ullm ME MODAL alts INML E u �a 1 0 to '9 P J .! aqrg4 W 00 a = O zo3 o a.- Cob 2 0 O �tZ .2°i oc _ 0 o Fm I 111mmi Revisions A A CITY OF TUOR A Z� E 2� IA JU PERT CENTER n VM S . ceps- Vw . aim .t W% a* - •f SP W >P wE =Wr� A OF m Oraw By Ovcked 8y RP SK Scale Date NO SCALE 06/79/05 .Goa "0. 04�7687 shoo %m p �2 -_ - --- - _..._.... 5555- � _ . -..� ..._......_.._ _ �.. �,_._._ � Q , .,._....... - 5555.._ - - - - - 5.555_ ._._ - ......�.... � ........�. -.- • r W H O z v� W r J � �o W WW _ Q a N V) J :3 < N30 (9 1- Z J�� J z 0 to '9 P J .! aqrg4 W 00 a = O zo3 o a.- Cob 2 0 O �tZ .2°i oc _ 0 o Fm I 111mmi Revisions A A CITY OF TUOR A Z� E 2� IA JU PERT CENTER n VM S . ceps- Vw . aim .t W% a* - •f SP W >P wE =Wr� A OF m Oraw By Ovcked 8y RP SK Scale Date NO SCALE 06/79/05 .Goa "0. 04�7687 shoo %m p �2 -_ - --- - _..._.... 5555- � _ . -..� ..._......_.._ _ �.. �,_._._ � -.._,� _ .� _ � _ _ _..�..- 5555.. -.� - - - - _._._ - _5555 . _- _.._.._.... -•-.,. , .,._....... - 5555.._ - - - - - 5.555_ ._._ - ......�.... � ........�. -.- • r 1-1/2 to 7 WS WS 3/4" Ti 3/4" we 1 -1 /4 •• 1 -1/4" 1-1 /2 to - 3/4" l 1/2 3/4 .. 3/4" LAV LAV SK 1 /2 `- 1 -1/2" \- X3/4.. 71dV_t TO FLOOR DRAIN TRAP PRIMER al 6 c 3/4" r T� = 1 I P 3/4" UNDERGROND 2 ,J 1 I DOMESTIC WATER DISTRIBUTION PIPING DIAGRAMS NOT t0 SCALE 4" W/ $" INCREASER 4" 2" r �-_ I ___ T - - -- 2 I " I I I 1 1 1-1/2 r - _ �. - 1 -1 /2 1 1 2 „ I 2 „ 1 I I I I SK I l.AV L. LAV I � 1/ 1/2 1/2 E4 IN LAV 1-1/4 3/ ,.. 3/4" `--TO FLOOR DRAIN TRAP PRIMER P P 3 10 P 4 WS 1 -1 /4" SK ,, � I 3/4" UNDERGROND P 8 2" 2" r---- - -- -- - - - - - - - - - - --t 1 -1/2 t' i I 1-1/2 99 I I SEE LOOP VENT DETAIL HAIR INTERCEPTOR BY I I ULTA AND INSTALLED BY I G.C. (TYPICAL FOR -3) I I I I I SK I I I I I SK I I I 1 2" I 1 I 2" N I 2 " 2 2" N CO I FCO FLOOR L T y 4" 4" `_ 4 N 4" 4" 4" 4" P P P � 2 8 I 2m WW 40 c .o n a M 2 --Now" ft SANITARY DRAINAGE, WASTE, AND VENT PIPING DIAGRAMS - -- ----- NOT TO a..r 0 0 2 P 4 r I I 1 -1/2"J I i 3/4 .. 3/4 .. U MB 3/4" TO FLOOR DRAIN SK �J P 3 2" y1B W/ y / 000' 4 BASER r r � I I � I FLOOR +�B i , Fu FCo P \-TRAP PRIMER 9 2 N 2" � T i I I 1 I I I I AM f I LAV 1 2 2 1 P Q J Revisions 0 J • a V Q CITY OF TuKWltA 0 J UL - 6 2H5 0 PEMWCefrER 2.00 a = %0 o v�� a �MRFW wir'Am sum -of a* - wa� �e 9rr�l�r 40 %w V w KV zo35o w Oro"" B y Crec#reC 9�r r 0 61 Q �.=�pp NO SCALE 06/29 Lu W � W OW= Cr- CO CL CO (a <3 J6� J CL I-- an Revisions 0 J • a V Q CITY OF TuKWltA 0 J UL - 6 2H5 0 PEMWCefrER 2.00 a = %0 o v�� a �MRFW wir'Am sum -of a* - wa� �e 9rr�l�r 40 %w V w KV zo35o w Oro"" B y Crec#reC 9�r � low 0 61 Scale �.=�pp NO SCALE 06/29 V 4c 9- Revisions 0 ECRAVED V Q CITY OF TuKWltA 0 J UL - 6 2H5 0 PEMWCefrER s *0 ! � `j am - -F .• �p f ax �MRFW wir'Am sum -of a* - wa� �e 9rr�l�r 40 %w V w KV w �wana�o� *t aw so at i• � Oro"" B y Crec#reC 9�r RP SK Scale Date NO SCALE 06/29 Job Mm 04�71387 »m P�3 P S T T r to oc le to 40 %_ No 8 0 v s W_ I i SECTION 15050 BASK MATERIALS AND METHODS PART 1 - GENERAL 1.01 DESCRIPTION A. This Section defines the General PrmAslons which are common to all Sections of Division 15. B. Furnish all labor. materials, tools and equipment; fabricate. and install complete and In place, all the fixtures. equipment and systems as shown on the drawings. specified herein. and as required for a complete and operable instaHotion. C. The Contractor shill pay for dl permits. fees and charges required for this work. 1.02 DRAWINGS AND SPECIFICATIONS A. Design Drawings: The Drawings accompanying these Specifications are 9WWally dicgrommatic. Any changes from the general routing shown an the Drawings such as offsets, bends or changes In elevation due to coordination with the Work of other trod" and the building construction shall be done without additional charge to the Owner. B. Shop Drawings: Shop Drawings shall be submitted for each and every Item Of manufactured material and equipment. C. Record Drawings: I. The Contractor shop keep an accurate record of all conceded pipw duct% valves. conduits. etc. In addition. he shall record. in a special set of Contract Drawings, all changes and deviations from the design drawings that occurred during the installation of the work. 2. At completion of the job, these Drawings illustrating changes or deviations showing by dimension and location the exact position of all conceded pipes, valves. etc.. shall be delivered to the Architect/Engineer. D. Specifications - Refer to the following General Specifications as they are a Part of all sections of Division 15. I. DIVISION 1 - General Requirements; regarding but not limited to: Alteration Project Procedures. Submittals, Construction Facilities and Temporary Controls. Cleaning During Construction. and Product Options and Substitutions. 2. DIVISION 2 - Sitswork; regarding but not limited to: Selective Demolition. Earthwork. Excavation and Bodkfilling. 3. DIVISM 3 - Concrete; regarding but not limited to: Cost -in-Place Concrete. Formwork and Reinforcement. E. it is the intention of this Specification Section that all items of material and equipment herein specified or shown on the Drawings for each Section shill be furnished by the Contractor for that Section. and installed by that Contractor. union it is specifically stated in the section specification. or shown on the Drawing% that any item of material or equipment Is to be furnished by the Contractor of a section and installed by the Contractors of other Sections. or furnished by other section Contractors and installed by the Contractor of the section. 1.03 CHASES AND RECESSES A. AN chores. recesses and major masonry openings as shown on the Drawings will be provided by the Architectural Trades. 1.04 LUBRICATION A. Prior to testing. all equipment shah be properly lubricated in accordance with the mowfactursr's Instructions. One set of tools necessary for lubrication shall be delivered to Owner. After proper lubricating, all units shall be started and successfully operated by the Contractor in the presence of the Architect and /or Engineer. B. Except for small electrical motors which under NEMA Standards are equipped with lifetime lubrication. all bearings an large motors and mechanical m en be equipped with lubricator fittings extended to the exterior of 1.05 POWER MIRING A. Motors up to and including 1/3 H.P. shall be 120 volt. 60 hert& single phase and motors 1/2 H.P. and larger shall be built for 206 volts. 60 hertz. three Phoss; union otherwise indicated per drawing schedules. plans and details. B. The EWcbiW Contractor shall provide combinotbn magnetic starters with H.O.A. switch for each item of three phase equiprment and unfused disconnects for each stern of Ingle phase equipment. except where staters are furnished as a part of vied equipment C. The Electrical Contractor shall do all power wiring including connections to the motors furnished by the Contractors of this Division. D. Refer to Section 15900 for the wking to be performed by the Temperature Control Contractor and the Electrical Contractor as they relate to temperature controls. 1.06 FLUSHING AND TESTING A. AN now water piping systems shall be flushed using water. Low point Maims shall be opened and the systems proved to be drainable. B. AN claw systems„ operating under pressure„ shot be tested, with water. at 1 1/2 tirrm a their aperoting pressure. C. AM open systems. sewev s. eta. shall be tested with water. at a head of five (5) feet above finished floor or geode. D. Gar piping shah be flushed using 100 Delp compressed air. After deaning. piping shall first be air tested at 5 psig using gauges with increments of no mare than I W.Q and find tested with a mercury manometer at 6 W.G. The fist test Wx M be applied for o minimum of one (1) hour, the second test for a period of 15 minutes. E. AN pipl - s ys tem s shall be tested if leaks occur. the pipe or fitting shall be .a. and replaced and the F. Piping shall not ed insular •d until tested Tests must be observed by the Ardhitect/Enginser. 1.07 SUPPORTS A. Controctor shat furnish and instal all angles. channels, plates. or beams for the support of the equipment of each Section. whether shown an the Draw" or noL B. Furnish and instal all rode6 auxiliary structural steel *orrmee, attachments. brackets and platforms required for support of equipment from overhead construe tlw for the respective Section. C. Vertical pipe rises shall be anchored midway of their height. and shoal be supported at each floor by 1 -1 /2' x 1 14' bar damps attached to pipes and restig an the floor contsbuc D. Hortza tal piping shill be supported by adjustable, wrought. ci•vis type lm xVm Fee i Morarm. Eken. or Crawford Manses porafel pipes are installed at the same level. pooAds traprie lmxVw ar the various trades shall cooperate In the joint use of such hangars. Pipe hangers smof be of sirs to suit pips E Pip shall supported fr om the s tructural r ten dw of the bui dng. •r suppor ose's loodsnot be plocad upon �arme support and rod sizes shall be ca follows: Pipe Size Maxi.urtt Spacimq Minimum Rod Sirs 1/2 6'--0` and at d lures 316" 3/4'. 1' 7" and at d tuns 3/10' 1-11 1-11'r. 2 9' - ill+' and at oil turns 3/b" 2 -1 /r. r 10' -#' and at all turns 1/2 4 S 14'-T and at all turns 5/10` Ir 16' -0' and at all turn 314' l 10". 1 r 1 8' -Or' and at all tuns 7/8 F. Flange rods shall be fus- Ask- ,.,.,, ter steel with threaded ends far field cutting and On mod extending as required. Nsrs if soft rod In shorter than 6' R shd be ripped in rust iwistcnt point prior to istail ration. Q At the contractors aption. hangar rode shall be contsaamm threaded steel with gdvowhiied 0111"h. H. Hanger roods shd riot be bent or ahtrree in any matter and shat be sat~ pl urmb and true. The rood supporti the hanger ~ be no tiger than 1/27 bo1oew the lower nut 1.00 VALVES A. AM con*mee'tions " be properly -coed: metall valves in the do vatic cold mater suNmlX hart •rater supply;, hot note; robom and niter gas supply amiod all diner locotloros ar may be necessary to shout off a partlan of a systa n vom ew shown an the Drawiige or not. and speedscay where hareimafln 6L AN vdvas shwl comply with the Schodmis our Legend on the Drawings lshars vdhmas are not sdmedulsd or dhow in the kepn< toy shd be rhmr>De0 0611 the service C Any d�orna antic hat water suppiyr or cold wotr supply serving two or owe Riwtu " be swpar*Wy vdvad in oddtian to the strut off vahe .***ad at each rartwo, 0. holes pro - Irian for bairnlrmg d law points of all piping syetu alstlow I d5c oted an the Drawings or not using a globe .deer and Iron pine shrewd to hose thread odopler oft eswp. Drains slabs aiot be law smarm 3/r. 1.09 VALVE TAGS A. Eodm wave at ewtary pi0A s shyll be pronifwd oft s rrrme0mne brews fag ooiw* ~ be fastened to i%* .vela or We oft w6w Noes e/ Vert in eaamrrlMa! aetwr to !o ArdmRwetAtwo ewe a towed (uhrasr Sts) dent afticto Ma/ bodl icafr go so des and toc ado or such va%w Val om used for kwd abet• off wary be 0 0tard own taut hiss. 1.1p ECLW%M itiT UM IF - .IL M eeil■�wmostmt haloes be N willed of r sigh slondled Women pairmted eve M egsibumawt (i<.a "'M -n 1111116 iodadma scene; epr meat aft" M Pdot sloe/ be wa saw rewMwimt PST 2 - PWAODUc7s 7 A A aft Part diflnwme se Pile and fittiim p to be wad tar to ssrnu - cm f waawd e odw 111111111111111110 1s ML f m r is sum. a.wltmg Lepomw .1a sombaf Sielll0aeow tlsr dkoh Wwn of so riwM�mOt{er10 sew to sae Id - - - _., r ,40 r 2.02 PiPE AND FITTINGS RELATED TO SECTION 15400 A. Piping designators: CWS. HWS, HWR, and THIS. 1. Piping shall be Type 'L' hard copper tubing mode up with wrought copper fittings using 95 -5 (lead free) solder. 2. CWS and HWS piping under floor shall be Type 'K' hard copper with flare fittings. 18. Water Main: Refer to Division 2 specifications sections and /or Civil Engineering drawings and comply with authorities having jurisdiction. -C. Sanitary and Storm: Below grodes inside building. 1. Piping shall be service weight cost Iron soil Alpo, ASTM A74; with lead and oakum joints. a. Preformed joints may be used If acceptable to the lard outhoritWo having jurisdiction. 2. Polyvinyl chloride (PVC). Schedule 40 pipe and fittings. ASTM D2665, with primer and solvent cement joints may be used if acceptable to the local Authorities having jurisdiction. D. Sanitary and Star,,: Above grade inside building. 1. 2 -1/2` and larger' Piping shall be service weight cost Iron soil pipe and fittings. ASTM A74, with lead and oakum joints. a. Cost Iron NO -HUB pipe, fittings. and joints. CISPI 301. may be used If acceptable to the local Authorities having jurisdiction. 2. 2 and smaller: Piping shall be Schedule 40 galvanized pipe. ASTM 53 or ASYM 120, with black cost iron drainage fittings. o. Cost Iron NO-HUB pi^ fittings. and joints. CISPI 301. may used if acceptable to the local Authorities having jurhdiction. 3. Polyvinyl chloride (PVC). Schedule 40. pipe and fittings. ASTM D2665; with primer and solvent cement joints may be used if acceptable to local Authorities having jurisdiction. a No cellular core or foamed piping will be permitted 2.03 PIPE AND FITTINGS RELATED TO SECTION 15350 A. Gas Piping: 1. Gas piping above the floor shall be block. Schedule 40. ASTM Al20 steel pips. Fittings shall be galvanized. malleable cast Iron for piping 2` and smaller and welding fittings for piping 2 -1/2' and larger. 2. Gas piping below grade shah be block. Schedule 80, ASTM Al20. all welded construction. wrapped with asphalt Impregnated Kraft paper. Finish joints with Bitumostic /50 and paper. 2.04 ACCESS DOORS A. Provide 24` x 24' access doors manufactured as an integral unit complete with all parts and ready for installation as manufactured by one of the 1 .Birmiingham Ornamental. 2. Karp. 3. Milord. Division of Inryco. B. Provide flush panel doors. except provide recessed panel doors where occ.as doors occur in plaster ar acoustical file glued to gypsum lath. C. Pro vide UL `B` labeled units where access doors occur in hour rated - construction. D. Provide screw driver operated cum locks of number requketd by size of door. E. Provide anchorage appropriate to construction. PART 3 - EXECUTION 3.01 CUTTING AND PATCHING A. All cuttin% repairing. fitting and refinishing of in place construction required for the installation of the Work of a Section shall be done at the expense of the Contractor of the Section. except as specifically shown on the Drawings or hereinofter specified B. work shall be performed by craftsmen skilled in thek respective trades. 3.02 EXCAVATING A. The Contractor of each Section shots do ON excavating and backfifling as rsquked for the installation of his Work. B. The Wbrk dx be performed in accordance with Division 2 Spedf1wtion sect M ions and as hereinafter speclfied C. Excess earth from the excavations shah be deposited an the site where directed D. AN excavations dx M be boc kMW as follow& I. Within the building waft and under all paved areas: Bank run granular fill compacted to 95X modified Proctor. 2. Under concrete areas and paved areas, fig as within the buildings. 3. In grassy arsot. fill with bank run granular fill to a depth of 12 inches over the highest part of the piping and finish with acceptable excavated told. 3.03 OPERATING INSTRUCTIONS A. The Contractor for the Section shak when directed by the Archkect/Enginser. pr+avlde the Owner with a competent tradesman to instruct the Owners personnel in the proper operation and maintemamos of the '8. Pr copies of operating instructions, equipinor t rmamuft and control C Control da¢arns � � �s dxM be frarned under glass. 3.04 CODES AND STANDARDS _ A. shall �npiy oft the requirements of�thne f�ofowin% where M ors ANSI Codes for Pressure Piping ANSI Standards for Pipe and Fittings ASME Code for Unfired Pressure Vessels Factory Insurance Association American Water Mllatks Association B. in oddtion. the Mork shd conform to all applicable State and local codes and ardinanc•s. 3.05 WOW CLEANLINESS A. Contractor shots keep stored materials. storage areas, and irstalle system EL AN sap ased� m o i c ntp • or Uncovw work shall be tomporariy plugged as each phase of piping work and ductwork is completed. C .Piping and Equipment to be painted (again d to view in completed structure) shat be clra by rsrrmoving rust plaster. and dirt by wire brushirmg Grocer. ON and similar materials shell be removed by wiping with clean rags and suitable solvents. 0. Motor. Pumps. and other itu. With Factory Finish shall be removed of gv w - and of and leave oft all surfaces cleaned and polished 3.06 ARRANGE ENT AND ALIGiMENT A. N piping shall be arranged and ailgred In a000rda c with the Drawings. Elevation as given must be Mid. Floor skrmtki ns where given are to high points of Boor. Dimensions must be held as dandy as possiba AN dmensioam are to be Raid d ecke for accuracy before pipe Is fabricated. B. Install elf piping a b oig mt and d as possible, gener ally Im ink right angle* wW or ounnh par*Sd sift waft or adjacent p1pin N Pig shall be neatly spaced with h be and rumni u drops mg Plumb wd true. C. Rum pipinng in wall clo me - pipe ahoftz hung ceMngs recesses. etc, whoa some are pro v - Do not run servitas piping in Roar sob N wdl � 16 hi - ew �' � mg Sinai not be covered or cloud until D. Drowinge. in gener al. we made to sods. AN dinrvearr shall be chhscioe in the field by the Cantroctor before Rind ca -- ectia - a are fabricated E. Drawings far smd piping am In gsrmerd. dicigionn - and the eera ct location of times; limes shall be d taninihsd by the Contractor from fueled nummurornerft taken by hie. The actual amnrongrre of trine arms elm pipl - ■lm erected, shall 0afiwr the general Iocotinns slhowwh an We Drawings as far an Time instmrtim mods in this way shall be neat in appearance and convordent to opo o end snarl provide for paps alp or w and drainage. F. irhttasatiamn of piping il rr shd be con dnoted oft atmeur work to druid biocide" Wldng aperhirrgie„ sight Amxtases. etc. P%* shill rat interfere oft aoosw to vdv= or equiornhart wool s0hd not obstruct NANO wind be imttmed to provide working coos m c e for oparvtion esod - n ob+t*miv 3.07 iiODFiCATiONS AND NIENIFE119110ES A. Contractor slhd carefully chock and bsearhor f i An silk the Sbwcb rd. El e r bird and cis M - d is ic:al Drawigs and Detass end rosmr roots of all kwooUano w1w m soft pvtitiorhs C Bogs. structural whr160 sic,, we cossd for to be Ilio e0 or dosed -im B. raalic atic 0 to the e v amp mend of the 00" sywtern rway be required to act awwchrd eaorooltio or to email bubo to war rich roe lirt of alAsr trade& Cawtraetor soeol terwiNh all ao0fse rdmNbad at""% e as re4wier to mot bootdotio n c Mons sloelftw dobdied an the Drumba t or moL C. Any em tim sh1s i 116nirmtki m in the SpeclNoati ns or an the Drawings d as be cased to the ottenllow of goo ArdNlwct and /or Eallinor tier claNcetion belt a preco dbmg oft lob iao dmi or sraetiow of the posh off wche 1t, in ow aPioiaro of toe Cowlroelsr. my srwiawd O" arowiAge we ws�c - so m he sines przpemnr morn at hi am enpwwk togsdsr ailo saw bus of rwoetsrla 3.010 PIPE CLEARANCES A. 11noW piping to porvfidr wioinm>wh dsavxrr of at least we undo betwom euelrewh• projlcliwm of ping„ Aangsa 0111101 vat"% dhm" for insrf emp. pros e■llsslow and an a& 3,09 P94M EVAN" A. Sped; aftwOm sired be 6Streo to go inobviliviwn of W and cal; M w0 kli Maw an wmwimm mt sac Sint smry as set AR ocher i6raaa *tnrelA watsmsaMrs maa do Emu► ub w rosy Moo bat or cwaL iL boom wadwe w1we >mllessa an sine 40111111 0110010 v1sw ~ ew C rites e In be f ver ems0 mpolli o edii =aftell! emomo sm NIM ea soft Oi Cold gw m@Wh00 �me :ft .r� we 1111a SOWS ss1111Pwets Mil poem 310 LMRIM OF NLVM M A sowl * asesaPwarsnAat mf11ki1 narrate" 00110 rswrwa� e*o■r100en1 er tsmuMaAl■mmwrws - amb 0s •rswa daawrr� 01 001ara or! poweRllaAas efiwm"Nm aa► wnfsus 4 Awewa aft - = lwaaa>rled sfrw.ser PwwrO sr am fie to ;wart 0mioama0ara ail ~ met be eawswell0at b erewsae w sower almp aw0mwasli gr10mlwwm tar eoww0wa NNeOS 01ai11i ro"" 0some ep0meallilm or ~ now 90g100 4 Saasty eg0■reai>laasm► alias uIM1 ill eve mall saowOwe is $on would aw afmg NoW dmwM1 M bawll~ i eg9Pr1_W_rlals pmrsrlwemi10 OWN to ellmri aaltwars or ina meba stoma MIL &AW 40 left= am a mat 1 dew • .eibamw0m� w lmwwlrin" P"aw ft~ leN ise sill t. " "Nd M soft on" wan sgrwaiaoas►j sere.. srsiw10rwu. C aillms .arises a lsvi" roe No~ 1r no "~ as oufto e/ 4a e 3.11 DRAINAGE AND VENTING A. Whore lines are purposely pitched for droinage or venting. an accurate geode shall be maintained. Lines shall be supported In such a manner as to prevent deflection of the piping sufficient to pocket the Imes. 3.12 PIPE AND n TIMM A. AN pipe sizes referred to in these Sections should be interpreted as IPS t ubing . pipe size) union specificdiy designated otherw Me. such as 'O.D.` for B. Full "the of pipe shall be used wherever possible. Short lengths of pipe with couplings will not be permitted. C. AN pipe shall be out to exact measurement to be installed without forcing (except where cold springing N specifically called for). After cutting. ends shall be reamed and cleaned to eliminate foreign matter. D. Cutting or other weakening of the building structure to facilitate piping Installation will not be permitted. E. AN pipe and fittings shall be marked by the manufacturer in accordance with the making sections of the standards to which reference Is made in this Specification Manual. Standard Marking System for Valves, Fittings. Flanges and Unions of the Manufacturers Standardization Society of the Valve and Fittings Industry. F. Make all ehargqssss in size and direction of piping with fittings. Do not use bends, miter fittings, face or flush bushings. street elbows or field- fabricated reducers. G. Class nipples shall not be permitted; use only shoulder nipples. Shoulder nipple with shoulder length less than 1-1 shall be of heavy wall pi oC nipples having shoulder length of 1-1/2 or greater shah be of some schedule as connected pipe. H. Unless otherwise shown on the Drawings, install all supply piping to coos. pumps and other equipment including vdvss and strainers therein. at line sine. If a reduction Is required at a pump or control valve. the reducer shall be installed abutting the inlet and /or outlet of the pump or valve. 3.13 WELDING FITTINGS A. Butt - welding fittings shall be manufactured according to ANSI Standard 816.9 (latest edition). Mitered joint elbows and field fabricated reducers are not permitted. B. Make all branch connections with tem except that on steel piping, forged steel `Weldolote as manufactured by Bonney Forgo may be used where the branch pipe is not larger than one -half the she of the main pipe (nominal sizes). 3.14 REDUCING FITTINGS A. U se eccentric reducing fittings or eccentric reducing couplings where required to prevent pocketing of liquid B. Where eccentric reducers are used, the straight side should be Installed on top for pump suction and on the bottom for all other lines. 3.15 CONNECTIONS TO EQUIPMENT AND SPECIALTIES A. Piping systems shall be installed complete to equipment connections or terminal use points. B. Piping dx M be fabricated carehdly and accurately to most connections on equipment without springing the Pipe. C. Provide unions or flanges at all piping connections to coils, equipment. control valves, pressure reducing valves, steom traps. eta. at all locations as shown on the Drawingk and generally as required to disconnect piping from equipment and apparatus. Arrange connections so that the equiprnent served may be removed without disturbing the piping. Inhere valves serve to isolate equipment or specialties, the unions or flanges shall be located between valves and equipment or specialties. Unions shall generally be used for pipe sizes 2 and smaller and flanges for pipe shoe 2-1/2" and larger. 3.16 DIELECTRIC CONNECTIONS A. Provide dielectric fittings between ferrous and copper Piping 3.17 PIPE SLEEVES A. Provide all pipe openings through walls. partitions and slabs with sleeves having an internal diameter at least I larger than the outside diameter of the pipe for uuninseulated lines or of the thickness of the insulation for insulated serAce B. Install sleeves through interior waft and partitions flush with finished surfaces; sleeves through outside wale are to project 1/2 on outside of the finished wall. Floor allows are to project 2' above finld - @ floor& C. Set sleeves in place before pouring concrete or securely fasten and grout In with cement D. Slow : 1. Interior Partitions: No. 22 gauge galvanized sheet steel with toldei jo 2 Interior Mommy Wolin and Floam Schedule 40 galvanized steel pip& E. Interior W>alr. FN the apace between outside of pipe or insulation and the In" of the sleeve or framed opening with fiber guts. F. Exterior Wails: Pack with oakum sed with load and watertight mastic or asphalt G. Provide ewautchean on both sides of the penetration through the structure for d pipes exi; a n s to vim parsing through woos, floors`, eMings, and partitions. whether or not Insulated. For pipes parsing through floors, escutcheons shall fit over the sleeve& K Fir• - stopping shall be provided ofd opening; to indkude the annular space around ducts6 piping6 conduits. etc:. and shall be U.L rated materials and mettwds per the Architectural Sections. Ssubnmit Through Pemba Protection Systems for ail fire rated assanhb0es to the local Autharkles and the Ardhitect/Erngineer for roview. 3.16 JOINTS A. Cut thrsods full and claw with sharp di m B. Ream ends of pipe after threading and before asserrmh y, to remove burrs. C Leave not mars than ti et pipe Um sods exposed at each connection. D. Use joint secant or tape on male threads oily. 3.19 FLANGED JOINTS A. ties steel bolts with squarer lends and steel hexagon nuts (threaded to the ANSI Standard Coarse Thread Series #2 fit). B. N bolt holes are to be spot - faced. C. Flange d e - offions and drug are to conform to ANSI Standards far the D. whoa � in flat -foiled tango joint a steel flarmgr. the steel hangs must also have fus flat face. Use full face gasket. E. Mate rained -faced flarmgss to rairekt -faced Use rig type gasket. 3.20 SOLDERED AND BRAZED JOINTS A. AN sold ered and /or b raze d joints shall be mo ds In avoordamoe wRh good rounded with aboig t y: htw*tg too as necessar termed and B. Fitting and tube am One s shop be property cl armel with steel wool or ornery cosh and a suitable Aux shah be used in m c c a da wM nmanufocturvr's thWornm heat shall be applied by the use of blow Larch, electric joint heater. or aacyoostylerm , torch. - - 4 - !-A- cooling time l be aN for a.rd bee washhig or gauanchming. that are fragie or heat sensitive shall be protected against overhaotivM& or the sarsitvr parts shah be renmoved during this applicotiaRh of Mot C AN soidared joints shah be .retools using 95-5 solder. D. N brozsd joints and be Whole using Slfon or silver sold;. 321 TAM= JOINTS A. In gerheraL all wiring an carbon steel pipe and fittings shah be dorms by the Metal Arc Pracsaa B. Uddb-g operotione sW con1lov.. to Chapter V. of the Code for Pr+omm Piping. ANSI 831.3, Intel sd k wm_ C Mfelders and welding proceduw on shall be certfArd vim required by Section IX of the ASME Briar and Pressure Vessel Cads. I I s ed kwu. D. Tack aids used in awe eiMy pipe. Attirmgr, etc, snarl be mods by a amraflArd .alder or sod be remoeosd Tads wal le, shicim are not rernvemed, sihd be ;;mods with an d - cb oels Mhid m is the sans as or equivalent to the elretrodr to be used for the *at Pass. Todx welds must be tmvoougldy tie a e ground srmooAh. c,+areluly emornihad for r -d xs. and all credo rrw o before addRlond nhetd nhvy be dspoaill I Hoe shall be tack- wrl0sd maids pipe for aignrrosnt purposes. 3.22 CAULXED J01lCTS A. Joints In cwt Iran bas awh0 spigot PIP" shd be Rirdy pod ad oft odiwn OW atoefl be fled aMt Pyre leet nw*n wn 1' doW Joint slud am be eowbIsd. 3.23 P11rf CIRiED JOINTS A. ■here ASiM C425 joihft are crow tsy slum be vow clown and am sctm* q*Mmd In oft ASIM prscheruars. 3.24 WEIDW0111CAL JOINTS A. Clean spills er b ee afUi wigs bo 8 husslt sari a n d ym aitlo Seat i�gwt h bull end prows !wrist M bell and per Stand mg d I ieR ioeW silts and raft Mager llgnt FbA* aAh a twit a arsoal�, range AO to 90 fast Peewees SEC 01 t5250 tM9tLAIm Plo I 1 - fENE1111l< '1..01 MAC A6 S williso t loeleL ' kmk 111001 ft err ilM.wwW. gogm to So UP& vilm011ad ft saw swum lib b e ddlk ` go tair■img alolliF Swcilawl ISM • PART 2 - PRODUCTS 2.01 INSULATION - HOT PIPING A. Insulation for domestic water piping systems shall be 1' thick glass fiber. S. Gloss fiber Insulation shall be UL rate4 noncombustible. sectional pipe Insulation of heavy density glass fiber with AN Servbs jacket having a composite rating not to exceed 25 flame spread and 50 smoke developed Insulation shall be as supplied by Certoin Tied, Owens /Corning, or Knout. C. Every package or standard container of covering. ocilwnive and coating delivered at the building for use must have tine manufacturer's stamp or label attached, giving name of manufacturer and brand. D. Jacket laps and butt strips shall be self -sealing type. E. Provide half round galvanized 16 gouge sheet metal hanger shields. Shields shall be 12' long for pipe sizes up to 3 16' for pipe sizes over 3' and up to 6`. and 24' long for pipe sizes over 6 . 2.02 INSULATION - COLD PIPING A. Insulation for domestic water piping systems shall be I thick gloss fiber. B. Insulation for drainage piping systems shall be I thick glass fiber. C. pass fiber insulation shah be UL rateit noncombustible. sectional pipe Insulation of heavy density glass fiber with AN Service of having a composite rating not to exceed 25 flare spread and smoke developed Insulation shall be as supplied by CertainTeed. Owens /Coming. or Knauf. D. Every package or standard container of coverin% odlhesive and coating delivered at the building for use ;must have the manufacturers stamp or label attached giving name of manufacturer and brand E. Jacket laps and butt strips shah be self -sealing type. F. Provide half round galvanized 16 gauge sheet metal hanger shields. Shields shill be 12' long for pipe sizes up to 3 16' for pipe sizes over r and up to 6`. and 24' long for pipe sizes over 6'. PART 3 - EXECUTION 3.01 INSULATED PIPING SYSTEMS A. Provide insulation on piping systems as follows: 1. Hot piping. 2. Cold p1plr4 3. Sanitary drainage lines receiving cold condensate, as per cold Piping. 4. Hot water supply and waste lines at lavatories intended far handicapped accessboityc 3.02 PIPE HANGER SHIELDS A. Each Contractor installing hot or cold piping shall set the piping up an wood blocking at each hanger. B. The wood blocking thickness shall be the some as that of the pipe insulation. C This Contractor shah replace the wood blocking with a full section of heavy density Pipe insulation and a hanger shield. 103 INSTALLATION. GENERAL - HOT PIPING A. AN surfaces must be dean and dry and pipe lines tested before applying pipe insulation. if covering b applied at the pipe coverer's option prior to testin% and defects in covered work appear at or before the time of Inspection and tests, the covering must be removed. and after defects have boon corrected. must be reinstalled without expense to the Owner. B. Covering shall be dry when installed and before and during the application of any finish. Surfows of covering shall be smooth. even and substantially flush with adjacent Pipe covering. C. Manufacturmes application instructions for all materials shall be followed D. Insulation shall not be applied over pipe Plugs, blind nipples, nameplates. inspection stamps. or klentiffcoon togs. E. Insulator must exercise extrerm• caution in the storage of flammable ad hmOves and during their applieatkx . 3.04 INSULATION OF PIPING - HOT PIPING A. Butt joints firmly together. Overlap seam shall be downward on side of pipe. sealed tight and smooth. Staple overlap an 6` spacing. B. instal butt strips with r overlap downward staple and of overlap. C Insulation shall be fastened with 9/16` flare type staples. 3.05 INSULATION OF FlTTNGS. VALVES. ETC. - HOT PIPING A. Fittings and valves r and leas shall be insulated by wrapping with pro-cut fiber glass blanket insulation and max" with jute twine. A preformed. molded PVC jac cover shall be inst alled over the blanket insulation. The joicket shall be fastened with steel tacks and butt strips overlapping onto the �g pipe �• S. Fittings r PS and larger shat be insulated with nested and /or mitered sectional pipe covering of the sane material and Ogdawn as the ad jacent pipe insulation. insulation shat then receive one coat of finishing cement with glans fiber reinforcing cloth applied to farm a smooth finish in accowdonce with manufacturer's C. Vdvm V PS and larger shall have bodes up to the bonnets Insulated with nee ted and /or mitered sectional pipe covering of the same material and thickness a the adjacent pipe insulation. Insulation shall receive one coat of finishing comment with glass fiber rrMnfa cng cloth applied to form a rnooth finish in accordance with manuufocturer's romenimindatiorm Packing nuts of vdves shall not be irauiatsd D. Flanges shall be Insulated with nested pipe Insulation. the Hangs insulation dx M extend not less than r over the adjacent pipe insulation an each side of the flange Insulation an pipes shd be stopped sham of flanges to permit rsrrnovd of flange halts. The flange Insulation shall be applied in such o manner that it may be removed without dm age to the ad jacent pipe insulation. E_ Strainers 1 - 11r and larger shat be insulated with nested pipe insulation and voile with cernent as dssabrd above for 4' and larger fittings and valves. plugs shat be left accessible me that insulation well not be darmoge d by their rerrncuvd. Strainers arnafer than 1 -1 /r shat not be F. Wherever nestig size sectional cam * is used K shall be wt to At in a neat worbnanlilte manrsr with all joints butted and held was sly in place G. Union shall not be Insulated. H. Fittings. vah e. strainer s. unfihish•d ends of ssctiond insulation, and color dornaged jackets shall be ..Il arid with elf a ders N CP -35 (white) at the rate cof W-100 sq. fL 3.06 NSTALLATICIK SAL - COLD PIPNG A. N surfaces unnust be dean and dry and pips limes Masted before applyig pipe insuiatbr. H cioverirng is applied at the pipe cov rwr s option prior to testin% and defects in covered work appear at or before the time of inspection and tests. the cavaring must be removrut, and after ds lsr-to have been corrected. must be reinstalled without w v wii a to the Owner. S. Covering shd be dry where I Acdod and before and during the applfoaitian of any finish. Surldcar of coma shall be smooth. eras: and substantially flush with ad jocent pipe covering. C ManufocbmWo oppfootion islructions for as I-oto shah be kdoaed D. insulation shao not be app over Pipe Pku9s, bind rhfppl•e. nameplates` or Idev Motion togs. kimpection E must euardss extru. cootIon In the starogs of Ganw. ble adhssivee and during their appl a0a -. 3.07 NNSUI ATi011 OF PIPING - COLD PIPING A. Butt joints Runny together- Overlap seams shd be domma an side of plim sealed tight and snhoat! Staple over an 6' spacing. B. ihstd butt strips with r ovwkp loon in red staple end of overlap. C ' , d moan shoe be fastened with 9/16" Aare type sh*dsm. D. Seal over stopke with ehamitia; Qhidw Mm CP - 35 (wNibs) 3.010 OO A71ON OF F1T11118M VALVES. EM - COLD PPNG A. fiber glow biarihs�t ihsiotfarm erred b• �� by saPPig DIM PTM nnulds PVC jsc core ~ be Inabd ov t oe bl a iusumlotiown. The _ an Me ehmdjoihing pipe in�sulotkoL A mar- -be 'So ahoeti� Q ons Mm � (unite). sloes be used to sod the jockot Iluroot sow )~ to the pipe . aAffiition prior to took arhd butt sb* I ell0stio 6. Flttdngs AC IPS and larger ~ be I wilted of nemeted and wmibred sectional pipe cvwrio9 of the overarms i - obw Ill ewA 6 ld- - me we the ad)mwt C Vaivew r and larger " score boss up to We b snots bwAslwd alto NAi c wise Immolation od - _ MW of 1M norm n+rlsrid aw0 D. Fk wogw d" be bwWatwd aitn nwling pips inwniwtkoL woe Asoge kwulatlsn shoal s afawd not Ism roan r anwr M adjecont p`e bomilatlaw an am* skis of roe Aawgs. inaslmdom an p1pas is to be stopped d t of liar gn to PswoR remind of flange belts. The tangs imoWWO w s>tom be e*"Asr io much a woannwvr ON R s+oy be rameand allilmwut dwoags 11* go arjwcont pipe lrsulaobk E_ Uniowes afloN be covered alto mean pile bwaviiian • Wecowd far F. � slimes be badmssd alarm as s 1 Dee i ebom for surd vroot and IR�ogaa. Ckm -sort plop sloe/ be left stacsa dole in SM toe b aaMilon is not eliw w"M by rust remoerd. C answer Malmo alas m cowl avus" 1 awl R d" be girt 10 At k o vim* wfrw00kis +arwsesr altar r Jobft IoaRtwd amt Meer MONO" b ~ alto ,}As or "M ftwr talus& Jabu Blass be PW~ elm oft 1mwnlamO" al awit peer let r60ermg s aftas i WANIL It � il 01% 0m1sIL UWAM d ed or ■& Ups tows boom . e#wro0ged pd tls afori be snOW wail Pdhto 1 Oft 0111tawe WL C/I-35 (0#A%) at err eel a of 1st sib It P. IdIsn, ]JN Plsrir awma e■o deailr ev far p pots Coen es 6=0500 ,owe eeyswi t Abombon ae be amd ~ Pros enact saw air r rasalrflleei lap is St- C eMe10 Aser or waaai ad a linvila am SECTION 15350 NATURAL GAS PIPING SYSTEMS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The following sections apply to the work of this section: Section 15050. B. in addition: The foll owing apply: 15400, and 15500. 1.02 DESCRIPTION A. This section provides for the installation of natural gas Piping systems. 1.03 SHOP DRAWINGS A. Provide 11 scale shop drawings for all piping systems. PART 2 - PRODUCTS 2.01 PROVIDE GAS PIPING SYSTEM PRODUCTS A. Gas cocks and unions. B. Pipe, fittings and piping specialties. C. Protective coatings. O. Pressure reguatom E. Gas service meter and apparatus support. PART 3 - EXECUTION 3.01 CODE COMPLIANCE A. Current NFPA #54- National Fuel Gas Code. B. Underwrites s Laboratories, inc. C. American Gas Association. D. AN current local. State and Federal applicable. 102 NATURAL GAS SERVICE A. The gas utility will provide a gas service and meter. B. Provide a concrete pad and stool pipe stands /platforms for meter. per +9s• 3.03 NATURAL GAS DISTRIBUTION A. Provide a gas distribution system from the meter to the goo -fired equipment and appliances. per drawings. 3.04 NATURAL GAS PIPING INSTALLATION A. Extend vents from pressure regulations to the outside with screrhed vent B. R to BASIC MATERIALS AND METHODS SECTION for cleanin% testing and other installation requirements. SECTION 15400 PLUMBING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Section 15050. Basle Material s and Methods, applies to the work specified in this Section. B. In addition. the following apply. 15250 and 15350. 1.02 DESCRIPTION A. This section provider for the installation of plumbing systems, fixtures, equipment and accessorise 1.03 SHOP DRAWINGS A. Provide 1 /8" silo shop drawings for all piping system& PART 2 - PRODUCTS 2.01 PLUMBING FIXTURES AND ACCESSORIES A. Provide plumbing fixtures and accessoriee as scheduled and noted 2.02 VACUUM BREAKERS A. Provide vacuum breakers for plumbing fixtures and supply fittings having a submerged outlet or hose end 2.03 CLEANOUTS A. Provide deonoute for sanitary systems as scheduled or noted 2.04 DRAINS AND ACCESSORIES A. Provide floor drains and n r mnwries as scheduled, noted and ddstoged. 2.05 FLASHINGS A. Provide 4 pound sheet lead fioshimgs for vtents` or mailed pipe boot- floshings. Refer to Architectural drawing detaft 206 TRANSITION COUPLINGS A. Provide transition couplings between change of materials of piping systems. 207 THERMOMETERS AND GAUGES A. Provide "MONOmorrmeter and gauges per drawing legends. EL They shall be separable socket. adjustable angle type. C. Trsrks, Marsh. MarahaNtowm. 2.013 HOT WATER GENERATORS A. Provide hot water generators per drawing legend. S. Flues provided under Section 15800: 209 CIRCULATING PUMPS A. Provide hot water PAP Per drawing 1agrnd- 210 BACKFLOW PREVENiERS A. Provide boekflaw preventere where shown and where requied by cods. 2.11 FLOW CONTROLS A. Provide Motor flow restric i n the supplies for all 16ktures to B. Prey F ederal. pressure reducing valve fcw maximum water posaw of 60 PSIG. 212 7HERMOSTA71C MIXING VALVES A. Praniate tharrrhostotie ming alwhere nd ix valves whe shown required by cods. PART 3 - EXECU710H 3.01 SEWER SYSTEMS MS A. Provide sanitary and *tarn systars per the drawings. B. Proeoide clrarmouft in the sanitary and stove. systems per time d owili C Provide clearmwts at the bars of •seers, ends of horizontal remah ns. cmvngss in dh octiorn and momdrrmum of fifty (50) feet centers in main runs. 102 TRAPS A. Provide traps for each fbxtwe and drain. B. Trap sees be some size as fixture of drain outlet 3603 FLASHINGS A. Provide 24 inch square kdmig for vents. B. Tian vent lashings down into vent pip•. 3.04 COLD MATER SYSTEM A. Provide a cold rater distribution system, I cluue n meter a ahoarm. s r pl uled and drtoied 3.05 HO MATE SYSTEM hot ,A. e a and tvisa#. supply a and return alb b lib union sywtsm as slimmok aclosd 3.015 AR C2 U00110 S A. Arorids rnoioiohrhrrm 12 lag air dhawnbs far hot arid cold water c�orhrhectiors to a supply atting. 3.07 OtWEC I OF DOiESTiC WATER PIPIM A. line e i ir/rding agent sic be are of the fafoaihg. 4 ;n dw hp stakitka (C01111111411daty avok6le asoc h). calcirnn tDoileti or dal rihe goo. The dmaice for a partle0w jamb so � an the ca Spo atiorl of the spibewh to be treated, the and softy foctos iiudw< etc. i8. Pi 94b rirupiss and .alas as regried to kd retme eisih!ado - t and Matlsr. to Vw1+t afr and to drain the saketion. sloersr or rot rser dmotwnsctians are slice" an the Dromiogm. oft a do' C FIN to s ymbevo _ .11 of 100 PPM 000111146le dd rba 11be �� seed retaiosd not Was roan 24 hw As an altr a soiwtiam of 300 pprm held far 3 hoes is aso eac+spi 16 ls. ARlsr Vve ioddng prtoL a twat for h►egirlael dd rto shm be rwoda K now in %NIL toe wobw sled be *Vbnrd and the Go' locum prausaw. npeot Wnw a positw mmid od disrbe %set i roorwnpieiat fine vpfwrw sirs be Ow~ often Poiuile rifer aver put Into opsreso & Net sAas aewrl1 oft of S 111oft all Local AnrtorSime. 3= Tit A. Pr10�d e and loogme Per *M" aMwia 3.A NOT U%10 {�ERA1fo5 A. ptidraMs and Irian per i60%9 Main, X19 pIlMM AL 100odift pwo" par l �t ti Bwadrfoall Cawmb o do is ewel w oil ewe dm*fts i10■imla ertlar sing by oft air. xtn ilMilA�ow A. pireerllmg Praimg and drodoomt bodso n Per Ae,/w Ism 3312 11111111118111P C>o0 C OW IL 11 b rftwas Is so 10011111 of ert#asr 1111110en tlF AM W t PIE�; . WT &M #%► =Q0%ft kl�%�0 0 Re O .• fA Mama 2 l:.- L •z ; 40 qe Q o o� F 00 r oft 49M 0 r Za 0 C 0 40C 3t W n .0 2 .. 0 4� Q i 4 Z . o' 0. r C Za4 eq o es O• u t.sL:- FM III III NMI 11 I I Revisions A A 0 A Tarr OFTUKW ,A A JUL - 6 205 0 FERN CENTER 0 9 AL4 0 - ..+t f 'i I �I �► r :. 4L it s ic •r :r %•;r . /sy` %i.t :-qtc qWW WW sonar *eg qam wE IM a% e>110 ur 1•Eeas O • var c , w jW • 40110KNO. st sss aaart- ear w W e: 0somm JIM �� IN t Draw t By cheaed 3 PP SK Scv1e Dote NOW 46/79/05 Jot Pkk 04om7687 S?ilmet "a, I P�4 "- - - _. _ _ - - - ^-- 4W Is rb or -- 1 Q mmmi (a 0 H 4 V LL WW W M 0 a: Z UJ 3: 10 L co 1 C$) =) < (0 30 (9 < ,:; mi 2 J�� J Re O .• fA Mama 2 l:.- L •z ; 40 qe Q o o� F 00 r oft 49M 0 r Za 0 C 0 40C 3t W n .0 2 .. 0 4� Q i 4 Z . o' 0. r C Za4 eq o es O• u t.sL:- FM III III NMI 11 I I Revisions A A 0 A Tarr OFTUKW ,A A JUL - 6 205 0 FERN CENTER 0 9 AL4 0 - ..+t f 'i I �I �► r :. 4L it s ic •r :r %•;r . /sy` %i.t :-qtc qWW WW sonar *eg qam wE IM a% e>110 ur 1•Eeas O • var c , w jW • 40110KNO. st sss aaart- ear w W e: 0somm JIM �� IN t Draw t By cheaed 3 PP SK Scv1e Dote NOW 46/79/05 Jot Pkk 04om7687 S?ilmet "a, I P�4 "- - - _. _ _ - - - ^-- 4W Is rb or -- 1 3.13 PIPING IDENTIFICATION A. At new piping. installed under this Contract. shall be Identified as to the type of service. and the direction of flow. using a system currently in use by the Owner. B. *we piping Is Insulated. pipe kisntification markers shall be installed after the insulation has been installed. C. Pipe identification markers shall be instaNed at each equipment connection and on twenty (20) foot venters for runs of straight piping. 3.14 ACCESS DOORS A. Install access doors In the building construction where shown an the drawings or where required to access valves and cleonouts. S. Coordinate installation with the General Contractor. 3.15 BACKFLOW PREVENTERS A. Install preventers complete with droIn. AN piping in accordance with manufocturers literature. SECTION 15500 AUTOMATIC SPRINKLER SYSTEM PART 1 - GENERAL 1.01 GENERAL CONDITIONS AND SPECIAL CONDITIONS A. Section 15050. Basic Materials and Methods. Applies to the work SpecHNd In this Section. B. General and opeOn' conditions apply to the Work under this Section. C. A Pro - Construction meeting before the shop drawing process. A meeting will be held to discuss the sensitivity of the piping and sprinklers In the facility and especially the special ceNIngs. Location of automatic sprinkles shall be approved the Architect /Owner. 1.02 SCOPE OF MARK A. Automatic wet pipe qx Mcier system and components as specified herein and as might be shown on drawings, i►ciudIng piping. hangem valves. alarms. supports and sprinkler hoods, necessary and as required for Installation of complete and approved fire protection systems. B. Work under this Section shat be performed by an approved and Automatic Firs Sprinkler Contractor. Shop drawings and calculations shall be prepared by a Registered Professional Engineer. Approved Contractor and the Contractor s Registered Engineer shat be licensed with the proper Authorities for the location of this pro ject. C. Work shall be done In a first class and workmanlike manner. complete In all respects Including Items of work spedfied herein or outlined and illustrated on drawings and necessary to accomplish a complete, fully operatin% satisfactory and approved Installation. 1.03 APPLICABLE STANDARDS A. Local and State Fire Marshal Codes. B. National Fire Protection Association Standards. C. NFPA -13 - Sprinlder Systems. D. Underwriters; Laboratories Standards. E. Owner's or Tenant's Insurance Underwriter. F. Materials and equipment shall be U.L, Irw- approved and listed and approved by Factory Mutual. 1.04 SHOP DRAMANGS A. Upon award of Contract. Fire Protection Contractor shat immediotmiy prepare working drawings, hydraulic calculations, and manufacturer's data sheets for each and every Item of equipment and material; and submit the same for approval to- 1. Local Fire Prevention Bureau. 2. Owner's or Tenant's Insurance Underwriter. 3, Architect B. After approval. FIre Protection Contractor shat submIt approved working drawings bearing sod or stamp or approval from the Fie Prevention Bureau and the Owner's/ Tenant's insurance underwriter. If required. Submit one (1) reproducible sepia and three (3) bluelihs prints of complete shop drawings. and six (6) sets of manufocthrers data an devices and (4) sets of Calculations. C. Conti cc or shat submit complete packages. Partial submittals shah be avoided. D. Firs Protection work, Including ordering of materiels, shat not be done until after required approvals have been obtained E Prepare shop drowIrW at minimum sods of 11W-1'-0* far pksms. and for details. Shur all plpimq, spilrWo hangers. flexible coulAbgs, roof construction and occupancy of each area. Including celing and roof heights as required by NFPA-13. Won welding is planned. shop drawings shat Indicate the ssctlans to be shop welded and the type of waited fittinge to be F. imstatation shat be based an the latest architectural, struclurd. heating G. SprkWw � � rou tin g . head locations and spacing If shown are a criteria for contractor to prepare final shop drawings. Firs protection cantractar shah field verify exact requirements a submit shop to the adequat the au#wdtles � t tabrioa cu im or Installation of firs protection water ssrMoe and systems. 1.05 AS -BUILT DRAIWIGS A. Maintain at the site an up-to-date marked set of ae -butt drawigs„ which shat be corrected and delivered to the Architect upon completion of the work. B. Fumish the Architect with are (1) reproducible sepia print of each approved shop droving,~ revtssd to show • aw -butt conditions. 1.06 VALVE DIAGRAM AND OPERATING NSTRUCIMM A. At the completion of the work. provicls as scale plan of each building system indcotinq the Iocations of all control votw*. low paint drains. and Inspector's testa The plans shah be neatly drawn and color coded to 2 - dicate the portion of the bupding protected by such systemm. h ar, d under 911oss and pwwxw mntiy mounted an the was adkw nt to the six rmlder riser valve. EL Furnish an (1) copy of NFPA -25. inspection. Testing and Maintenance of WGter Bass Protection Systerms, and bound set(s) of printed operating and nw*twwxx* I wbuctkmns to time Owner. and adequately Instruct time Owwr's Maintenance personnel In proper operation and test procedures of at fire Protection campwmmits provided. 1.07 CHANGES A. Make no changes: In ihstaAation iron layout as shown an drowings` unless change in sp.afiodiy apprvvsd by the Architect. This dose not ihcwde rnihor revisions for the purpose of coadnation_ EL Any changes shads. ofhher than as abona state4 are at the Contractor's awn expense and r - opo biRx 1.08 LEAK DAMAGE A. The Contractor shhcd be rwmponsble during the iratawotian and testih9 periods of th sprirdf sy stem for an Am - ngo to the wark of others. to the en e0 pipes f It irgs� b overfiow�wW � � b � � u d or neosssory or repairs to work of odher damaged by such kx*mga 1.09 PERM TS AND FEES A. Tthe Contractor shat pay for d pmrndts, foes and chhm required for thi wok. PART 2 - PRODM I 3 A. The nandn9 of opm ulloctuim in the spedlioa l w shalt not be cwhwbvs0 as WE W haitlrh9 the rnoEsr or sNrriose of ~ and a+PiRers haring approved egWwilent itsnra Ill. 'Listed' and -cuter to rrhaR+mrishs or egWpnwd included in o set pubdshed by a notkuta/y recognised tsmis 9 labarafty that sembitalrhe periodic ' op ectio of praductlon of NOW eghhprweiht or waft i�ols. and .Thaw on" spates either Not 9W equawhent or r+oto lal emwts nononary recognized standard ar has been tooted and forted sAWft far hens IN a spechhisd whahrher. 202 A Sptr"= for Ova Proposed egdp r *40 be new vhd of go staled 6WkW ft Mo foc==W psehdswt scud sprilht tips or apprvrod equal. aid shin/ be dlW%rled ft awomart Ohs buldihI6 wuwow of sprtrd" srW type Ohm an cor** W's shop K Oise rnov6w d gobddw ihdicvbd lh the 2111" b" r eJs - shrnwoW frown ocirsl cam an p Ow ec%W rosrht slug the prvrfdsdl. B. bad sprI fto a of pope dsWes ia" o9w o r wsosssory to ►rust r @WA a - a !! of WPA -13, 2.03 HM YMPE A Hose ft w& ter hoaw end Are sisnhese CWWWC s *d Am** fhwo of Ow lloasl Fie 0�lrwerrt 2-06 IMILvE3 AM DEVICES A N sprig CW** VOOM dartosat dhselh wsl�rsns, Gum .mlrsml etc some be d M apPos d oad tried tow M P9 A P" >bd N sdheire 4 W 9 6 1 11 SZ Mods wash IM 125 S 25D wry Fee erosR &W 1 11 1 104% AM WL4 • Mill ! JIM w"" prwrrw «wmessils irw Mftga AIR"I1 983 FRltgs :r ! =wWw sty be slsed■rr Wert ell 2-1/ir ! lager slhd be eye hwayl Osst lrwh ftoW *w L 00 OWL enA be sand ter ftbg r ! langar_ ft 66=0 tins log wli be so IWIN 11 W 9osdMs 14 , is W %A Muse P" um •sdmftd Poe mshd 00% Woo r be wood cur 2-1/r and 1WW P"Mo. am& '� toe �. r be rs . G to }itM by lrwlr5 om+NI• vapead JW4 10 10"fte moo apolond r:;Wr4ow ~ br %r 2-11r oft %p r espy end s»� be e�gssl to rr�rstik 7T . A ftwo / Mssr P" is powifte 1111111rdl•9 an to sooI~ Ifto Ir .net to arhdsrft sr 11111111"k and sun 411lopmad by ^00wr•oo 110 011" as ft" galas i pwooellaa PART 3 - EXECUTION 3.01 HYDRANT FLOW TEST A. Hydrant flow test existing site fire loop piping prior to making any connections. Notify Architect if flow test is unsuccessful. Schedule testing to allow sufficient time for repairs to be made or If fin pump Is required to supplement the required pressure and design flow rate. 3.02 TESTING OVERHEAD PIPE A. Test all sprinkler piping In accordance with NFPA -13 requirements. Notify Architect's Representative, Owners Representative and Local Fla Department. 72 hours In advance regarding time and date of aN teste. Owner shah also arrange with Insuring agency authorities for them representative to be present. 3.03 DRAINS A. Provide all main and auxiliary drains where necessary. Provide means for draining entire systems. down stream of all shut -off valves and all low points. 3.04 CEILING AND WALL PLATES A. Install chrome finished coping and wall plates wherever exposed sprb Ww Piping passes laugh copings and walls. 3.05 SLEEVES A. Set Meeves in place for all pipes passing through floor and wall openings. 3.06 WELDING A. No fleid welding of Winkler piping shah be permitted B. Join ail Inside piping by means of screw ed. flanged or Aexble goeketed Joints or other acceptable fittings. 3.07 INSPECTOR'S TEST A. Provide test connections at most remote point of main portion of each sprinkler system with 1 -Inch pipe and valve. Test pipe shat be connected to sprinkler pipe at least 1-1/e diameter and shill discharge outside building or adequate floor drain through 1/2" smooth bare brass outlet where it can be easily seen. B. Consult with Architect's Reprow totivs at Job for exact location of Inspectors tat connections. 3.08 EXTRA SPRINKLERS A. Provide two spare sprinkler cabinets complete with sprinklers of assorted temperature ratings of the type necessary and In use throughout the Installation. Each cabinet shall be equipped with twelve (12) sprinklere and a special sprinkler wrench for each type of sprinkler famished. B. Install sprinkler cabinets adjacent to the riser valves and confer with Architect's Representative for exact location of cabirmst. 3. 09 SPECIALTY DEVICES A. Installation of all specialty devices shall be In acc ordance with the manufacturers Instructions. Where the Installation of those devices require use of a torque wrench or other appliance, the Contractor shall certify that the manufacturers' Instructions have bean compiled with. ►r AP J r - j - r_ `'; - S 0 to • Q a 0 a =oW6 co 0 • z 0 0 O . a — Z p 4. p Z er a V �� 04 <�.�r, FM 11=4 Revisions 0 i�C�VlD Q err of TUKWIJ1 J U L - b 7005 0 PST CEMM Q rr. +r AP E FT' :t! i qWWr mss- >rr "M miss qW 410 aE- a1e or llrsts� s♦ W Z W is mr waaaq IN 1K Cosar w ss 48 ourium OF c 4s 0►awn By chedred By RP gt Scare Date Plow 06/29/05 Job ho. 04�7687 Sheet Ma P�5 _.� - -,�.► �� .+ � cur.. _ �� ..r - '�_ _ - .� - .w.� � -... .. �-�� _ .� � �� • �.,- y ..� is b Is Q Q) 0 H WW� W CC 0 CC Wx W (L CO) cl) X �u 3 0 to • Q a 0 a =oW6 co 0 • z 0 0 O . a — Z p 4. p Z er a V �� 04 <�.�r, FM 11=4 Revisions 0 i�C�VlD Q err of TUKWIJ1 J U L - b 7005 0 PST CEMM Q rr. +r AP E FT' :t! i qWWr mss- >rr "M miss qW 410 aE- a1e or llrsts� s♦ W Z W is mr waaaq IN 1K Cosar w ss 48 ourium OF c 4s 0►awn By chedred By RP gt Scare Date Plow 06/29/05 Job ho. 04�7687 Sheet Ma P�5 _.� - -,�.► �� .+ � cur.. _ �� ..r - '�_ _ - .� - .w.� � -... .. �-�� _ .� � �� • �.,- y ..� is b Is LIGHTING FIXTURE SCHEDULE WATTS OTY. TYPE SYMBOL DESCRIPTION VOLTS LAMPS - - - -- - MANUFACTURE 8c NOT WATTAGE TYPE L REMARKS CAT ALOG kO USED A 4,785 55 A DUPLEX CONVENIENCE OUTLET ( +18" ABOVE FINISHED FLOOR) 2'x4' RECESSED FLUORESCENT PARABOLIC TROFFER 120/ 277V 3 -32W F032/ TL835 _- 87W METALUX # 2EP3GAVX_332 -S361- UNV -EB81 SEE NOTES UNLESS NOTED OTHERWISE WALKER FULLY ADJUSTABLE FLOOR BOX - 0 880CS2 -1 CL SI GANG MATH 817B FLANGE AND 8288 Z COVERPLATES ALTO F032/ WALKER FULLY ADJUSTABLE FLOOR BOX - i880CS2 -1 TWO GANG MATH 8278 FLANGE AND TWO 82 COVERPLATES JUNCTION BOX WITH DOUBLE DUPLEX RECEPTACLE SURFACE _ 2'x4' RECESSED FLUORESCENT PARABOLIC TROFFER NIGHT 120/ r DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING # SEE NOTES 1,218 14 Al LIGHT / EMERGENCY LIGHT, MINIMUM LUMEN OUTPUT 277/ 3 -32W TL835 87W 2EP3GAVX- 332 -S361- UNV- EB81/EM # 1 # 2 o 3 # 4, 5 OJ FUSED DISCONNECT SNATCH <> MOTOR CONNECTION - H.P. AS NOTED ON DR AMANGS FOR EMERGENCY BALLAST SHALL BE 900 LUMENS ' CONDUIT RUN IN FLOOR SLAB ALTO WITH E M ERGE NCY BALLAST INSTALLED }f ---- TRACK LOAD IS 68 S 0 LIGHT TRACK HEADS 120V. 75W PER 75PAR30/ 7 5W CON -TECH SEE NOTES # 1,3,6 oho--] GREA TER dirm PANELBOARD Q DISTRIBUTION PANELBOARD Q HEAD CAP/NFL JUNCTION Box FOR VOLUME CONTROL MATH DOUBLE GANG "C. CTL603 - HEAD} MUD RING. FURNISH AND INSTALL 3/4 CONDUIT UP 13.800 316 8 LIGHT TRACK 120V. 3ow PER 30W CON -TECH # LT SERIES (TRACK) SEE NOTES # 1,3,6 ASSOCIATED CONTROL STATIONS AND ASSOCIATED CONTROL Q WRING SHALL BE FURNISHED, INSTALLED AND IMRED BY CP EQUIPMENT SUPPLIER POWER WARING AND DISCONNECTING DEVICES ONLY SHALL BE UNDER THIS DIVISION OF THE WORK � UNLESS NOTM OTHERWISE. A. DENOTES AMPERES A.F.F. DENOTES ABOVE F*MSHED FLOOR ! 6,016 64 C. DEMOTES CONDUIT E DENOTE EXNS71MG TO REMAIN Gn DE WTES GROUND FAULT INTERRUPTER GRD. DENOTES GROUND M1.L.Q DEMOTES MAN LUGS ONLY mi.C. DENOTES NOT IN CONTRACT i MP DENOTES WEA?FNERPROOF i NiEFER TO SHEET 0 E2 -1 FOR SPECIAL SYSTEMS SYMBOL UST. D O RECESSED COMPACT FLUORESCENT DOWNLIGHT 120/ - 2 42W 35T4P 94W PATHWAY # SEE NOTES 1, 3,5 EXEMPT MATH CLEAR ALZAK REFLECTOR 277V. ALTO FF8242T 4E # SHOMI MMrDOIM 2 7 RECESSED COMPACT FLUORESCENT DOWNLIGHT PLT42/ PATHWAY If SEE NOTES 188 2 D2 0 WITH CLEAR ALZAK REFLECTOR AND FLUORESCENT 120 v. 2 -42W 35/4P 94W FF8242T- WITH ADVABCE MARK X DIMMING BALLAST ALTO FLUORESCENT DIMMING BALLAST 414 9 E O RECESSED FLUORESCENT DOWNLIGHT 120/ 1 -42W PLT42/ 35/4P 46W PATHWAY # SEE NOTES WITH CROSS BLADE BAFFLE 277V. FS8142T -4E # 1,3,5 ALTO NA - G2 C= 2' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 120/ 277V. 1 - F032/ TL835 20W METALUX # SSL_117- UNV -E081 SEE NOTES # 1.3,5 ALTO 250 10 G3 ® 3' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 120/ 277V. 1 -25W F032/ TL835 25W METALUX # SSL- 125- UNV -EB81 SEE NOTES # 1,3,5 5 ALTO 2,130 71 G4 ® 4' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 120/ 277V. 1 -32W F032/ TL835 3OW METALUX # SSL -132- UNV -EB81 SEE NOTES ALTO 4' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE (EM) 120/ F032/ METALUX # SEE NOTES 210 7 G4E ® MINIMUM LUMEN OUTPUT FOR E M ERGE NCY BALLAST SHALL 277V. 1 -32W TL835 30W SSL 132 - UNV- E081 - EFP -1 # 1,2,3,5 BE 900 LUMENS ALTO 840 28 G4A ® 4' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE 120/ 277V. 1 -32W F032/ TL835 3OW MERCURY # MM_132 OCT- C- ELB -MV-UNV SEE NOTES # 1.3,5 ALTO 4' SURFACE MOUNTED FLUORESCENT STRIP FIXTURE (EM) 120/ F032/ MERCURY # SEE NOTES 240 8 G4AE ® MINIMUM LUMEN OUTPUT FOR EMERGENCY BALLAST SHALL 277V 1 -32W TL835 3OW MM - 132 OCT- C- ELB -MV- UNV -EFP -1 # 1,2,3,5 BE 900 LUMENS ALTO PLT -18W/ NA - ,I R WALL MOUNTED SCONCE 120V. 2 -18W 35/4P/ 38W TERON LIGHTING - AZTECS SEE NOTES ALTO 95 3 K ® LAY -1N WALL WASHER l2ov. low MHC70 /C/ U /MP /3K 95w AMERLUX # CRA70MW- 120 -WW SEE NOTES # 1,3 1,600 16 L a PENDANT MOUNTED INCANDESCENT LAMP 120V. 1 -100W A19 100w KONA SUSPENSION If # SEE NOTES WITH ETCHED GLASS DIFFUSER FROSTED HS58001P1BL21D # 1,3 LOW VOLTAGE ACCENT UGHTING IN CASEWORK WITH 120V. ARDEE # DUL- W -F -10 NA - Y • LOW VOLTAGE TRANSFORMER MOUNTED IN NS 1 -tow CAPSILE low WITH TWM -100 SERIES TRANSFORMER SEE NOTES ACCESSIBLE CEILING SPACE 12V AND ILH30 - FPIO FOR EACH TRANSFORMER # 1,3.13.14,15 TRACK LOAD IS 11 MH a METAL HALIDE TRACK MOUNTED HEAD 120V. 1 -100W METAL 125W FIXTURE TO BE SEE NOTES GREATER SELECTED BY ULTA HAUDE SELECTED BY ULTA # 1,3.6 200 4 N o WALL MOUNTED FLUORESCENT WITH NICKEL FINISH 120V. 2 -25w TL SOW KARBTEN # (FIXTURE TO BE SELECTED BY ULTA) SEE ALTO 3 5 814 # .. . F017/ 480 24 P ® COMPACT FLUORESCENT STRIP 120/ 277Y. 1 -17W TL835 20W SNL METAL UX # 11 NL -11 7 - UNV -EB81 SEE NOTES ALTO # 1,3,5 DEWT ISP 2LL DISPLAY 2 R • DESK LAMP WITH NICKEL FINISH 120V. 2 - 60w 1 13 , B B 6 170W EVEUNA # SEE NOTES LTG 2- 439 -59 # 1,3.8 1 -50W MR16 2 T RECESSED ADJUSTABLE DOWNUGHT 120V. 1 - 100W METAL 125W PORTFOLIO # SEE NOTES # 1,3 SECTED BY ULTA LE HALIDE MATX- 740- 747OL1 # 0 - - EX . ® EMERGENCY LED EXIT LIGHT 120V. LED LED 5w TP-u TP - R- WN -EIri # 0 2,3 NOTE S EX2 4ffi SURFACE MOUNTED 2 -HEAD EMERGENCY U GHT/E xI T 120V. LED LED 20W ASTRA # SEE NOTE'S # 2.3.7 SIGN COMBI EEU- u- R -MI-Em SURFACE SURFACE MOUNTED 2 -HEAD EMERGENCY LIGHT 1 �V• FURNISHED ATUTE # SEE NOTES _ DU BATTERY BACKUP 2 - 12w WITH UNIT 20W PC SERIES OR APPROVED EOUAL # 2.3.7 EX4 ® RECESSED CEILING MOU 2 -HEAD EMERGENCY LIGHT 120/ 2 FURNISHED CONCEAUTE # SEE NOTES - - MATH BATTERY BACKUP 277V. , - 35W MATH U 11T 15w F5- 35 -2 -PT (T -BAR AS REQUIRED) # 2.3.7.9 34.806 +• -TOTAL MIATTAGE 11.848 + - TOTAL SQUARE FEET 1 �--- -WATTS PER SQUARE FEET 1. LAMPS SMALL BE MANAJFAICIURED BY OSRAM/SYLVAMIA 10. PROVE 011 EC110NAL ARROWS AS SHOWN ON PLAN DRA1iINVS AM AS IWAX MIED BY LOCAL CODE AUTHO HIES. PROVIDE L.ETTIER SUL COLOR 17 .772 - =--WATTS FOR GENERAL uGmTwp 2 EMFRGaCY BA VERY BACK - LIP. IMO rtK AS REQ IMIED BY LOCAL CODE AUINCRIM . 3. FU RNIIS ED BY ULT INSTALLED ADO QED BY E1EC1idCAL CONTRACWR 11. MII FER W ARCHnECT4,11R WFLECIED CELNG PLAN FOR EXACT LOCA101 OF LX;H[T FUnI RES. 11.848 �----OISPLAY AREA ALL.09 AMCE 4. QEAGENCY BAUAST FOR (2) LAPS 12 COMMACTIOR 94ALL COORONAiE LM2 1aNG ForRI iE FRAME 1YPES NR! 1.5 -'-- - WATTS PER SQUARE FEET 5. ELECIROW eAUASTS BY 05RAM/'SYLV CE LING COINSMILIC PAM 10 BASE BIND PROPOSAL- (17.772)--w-WATTS FOR 019PLAY uGF+1NG S. COORDINAIE WIN �� a� Au � I& � �ACa�LE �SPACE� 1 AN ODE �i rEACH AM SVS� TRACK LX,*+1N�c�. . oo + (LA10P), SIRAIGf11 CONWCT+0it5 (LA2P1L L CONIECTOR3 (LAl 2P). FOW IRANSFOONIER AS ILOuBED 10 ACCQLWT FOR VOL TAGE OAOP. 17.350 - 0- NSTALLED DISPLAY UGM71ING WOUZNG (LAI) /MO AS AEQUI EW m CooAC.�A�E EXACT �+ CIF coclurE � N1�It+olz oE,9aER 7. P1i0i1AtE E)OT 905 AMID 8A1'tE1lT PACKS PER LOCAL 17,772 --m-WATTS FOR GRA<. LjGHn+G 1& .I*m MILLWORK ear Make �wc rv�ooR aEC1NCAL COMMA 17 - • N$TALLED Dtg"Y LIG H17M & MOUNT 7RANSFORMIM U'*= CE>L1�IG SPACE IMO PfiO� �i1C 10 P1�1A)� fiMK OOIiEC I QTY. FROMI IRANSIF101111114W AS iIEQUIIIIIED TO ACCOUNT FOR VOLT GE OAOP. 3&122 -8--- TOTAL. WATTAGE ALLOG D & OOOAONAw. EXACT MOU,INING 1iAliAMfR IEGILGED aim ONQ AND W11iPAC1tI�R PER WAS MOG'10M STATE Pfiat 10 BEM" NO MQAE ALL COST N BASE G. ENERGY CaoE 1W _ I &_ w- -,% - - .•As,.Aba FEEDS TO ROOF TOP UNITS BY LANDLORD r - - - - -- - - - - - .� I FEED TO EXHAUST FAN BY LANDLORD 1 ' 1 1 /4 "C. -3 # 3 dt 1 # 6 GROUND ROOF SEE NOTE # L4 2 "C. -4 # 3/0 OUTDOOR NEMA 3R UTILITY COMPANY APPROVED METER AND C/T CABINET 7\ r ------- - - - - -- - -- - - 1 1 _ I r r - - - -� C 1 10 1 1 C4 N 1 v. 1 1 1 1 I 1 t t _ _ 1 1 2 0C. -4 # 3 / 0 ' do 1 # 4 GROUND 1 f 1 f t / - -- J�---- -* - - - --------- ------- - - -- - - - -1 1 �---- - - - - -- --------- -. - - -- 1 1 1 1 1 � 2 "C. -4 # 3/0, 1 # 6 GROUND do 1 # 6 ISOLATED GROUND 1 , I -- - - - - -, r - - - - - - , 2 "C, -4 # 2. I r � 1 # 6 GROUND & 1 - 1 1 1 1 I 1 I 1 1 1# 6 ISOLATED GROUND 1 1 PANEL 1 1 T 21 1 PANEL I I PANEL I 1 A 1 1 I 1 1 I D 1 1 I A 1 1 1 1 1 1 1 1L, Y, I 1 1 I I 75 KVA TRANSFORMER T2 48OV.. 3PH., 3W PRIMARY 1 TO CODE 120/208V., 3PH.,4W SECONDARY APPROVED GROUND (SUSPENDED ABOVE) - - - - t --------------- - - , 1 # 6 GROUND & 1 # 6 SEE NOTE # L2 1 ISOLATED GROUND , 1 ' 1 r --- - - - - -- I 120V CIRCUIT FROM PANEL C 1 1 1 1 1 1 rl -L - 1 11 r L.._.1 r - - - - PANEL I I T 11 I PANEL 1 ' MDP 1 1 1 A 1 1 1 1 IL, Y, 1 1 1 1 t 4 6 - -- 1 1 50 KVA TRANSFORMER T1 1 # 4 48OV., 3PH., 3W PRIMARY & 1 # 6 GROUND 120 /208V.. 3PH.,4W SECONDARY EXISTING LANDLORD (SUSPENDED ABOVE) MAREWAY TO CODE APPROVED GROUND SERVICE GROUND PER NATIONAL AND LOCAL CODE REQUIREMENTS FINISHED FLOOR � - - -_j _ 277/48OV., 3PH., 4W. INCOMING ELECTRICAL SERVICE FROM UTILITY COM PANY ELECTRICAL ONE-LINE DIA m ScAl ANA Ll. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES. COORDINATE EXACT CODE RE TS AND LOCAL AMENDMENTS WITH LOCAL INSPECTOR PRIOR TO ANY INSTALLATION. L2_ THIS CONTRACTOR SHALL PROVIDE A CONTACTOR FOR CONTROL OF ENTIRE PANEL B. PROVIDE A 200A -31P CONTACTOR WITH ACCESSORIES FOR TWO WIRE CONTROL AND INTERFACE WITH LIGHTNG CONTROL SYSTEM AS DETA&ED ON DRAWING # E1.1 L3. ALL ROOF TOP UNITS AND ROOF MOUNTED RECEPTACLES FOR ROOF TOP UNITS ARE FURNISHED. INSTALLED. AND WIRED BY LANDLORD. L4. CONTRACTOR SHALL PROVIDE ALTERNATE PRICE TO REMOVE EMTING CONDUCTORS AND PULL NEW 4 # 3/0 AND 1 If 4 QWXM IN E70STNG CONOtAT. CONTRACTOR MAY REUSE EXI,STMIG PHASE CONDUCTORS IF INKXUDE ALL COST N ALTERNATED BID. SPECIAL NOTE ^m Im L EGEND: W ULTA E1DC11MCAL ------------ - - - - -- mwwsam a On sm vi fialauLAM 1�lS 9iALL %0 1E 9W AM FULLY ACQUAINT WASCIL1ES .1rIN It E NSIM COMIAM AM 1W ol, YES NVM%IED N 1E IKM Prmm 10 S /59x1 OF 80. /ICLLCE ALL COS IS FOR A cokvum me MITI SYSmd M 1W a4m M 1uffr LI T/ 1IT OF MIT N S. r r SYMBOL LIST SYMBOL DESCRIPTION ,Ep K SI POLE SNATCH - N DENOTES KEY OPERATED SWATCH 64 3W THREE WAY SWATCH 6A T THERMAL OVERLOAD SWITCH - "P" DENOTES PILOT LIGHT 64 D DIMMER SWATCH REFER TO _ UGH71 FIX SCH EDULE DUPLEX CONVENIENCE OUTLET ( +18" ABOVE FINISHED FLOOR) UNLESS NOTED OTHERWASE DOUBLE DUPLEX OUTLET 18 ABOVE FINISHED FLOOR) UNLESS_ NO TED O Z0 _ DUPLEX CONVENIENCE OUTLET MOUNTED 6" ABOVE COUNTER TOP UNLESS NOTED OTHERWISE WALKER FULLY ADJUSTABLE FLOOR BOX - 0 880CS2 -1 CL SI GANG MATH 817B FLANGE AND 8288 Z COVERPLATES WALKER FULLY ADJUSTABLE FLOOR BOX - i880CS2 -1 TWO GANG MATH 8278 FLANGE AND TWO 82 COVERPLATES JUNCTION BOX WITH DOUBLE DUPLEX RECEPTACLE SURFACE MOUNTED ON TOP OF FLOOR DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING I� RECEPTACLE - RATI do VOLTAGE AS INDICATED ON DR AMAN GS DATA OUTLET. E.C. TO PROVIDE BACKBOX AND PLASTER TRIM RING. JACKS AND DEVICES BY TELEPHONE DATA SYSTEM VENDOR. TELEPHONE OUTLET. E.C. TO PROVIDE BACKBOX AND PLASTER TRIM II RING, JACK AND DEVICES BY TELEPHONE DATA SYSTEM VENDOR. JU NCTION BOX - FLOOR. WALL OR CEILING MOUNTED (� NON - FUSED DISCONNECT SWATCH OJ FUSED DISCONNECT SNATCH <> MOTOR CONNECTION - H.P. AS NOTED ON DR AMANGS CONDUIT RUN CONCEALED IN CEILING OR WALLS ' CONDUIT RUN IN FLOOR SLAB CONDUIT RUN EXPOSED }f ---- X DENOTES GROUND WIRE bro JUNCTION BOX MATH FINAL EQUIPMENT CONNECTION FINAL EQUIPMENT CONNECTION 1___0 CONDUIT STUBBED UP '*� CONDUIT STUBBED DOWN 6 CIRCUIT BREAKER oho--] SNATCH A FUSE dirm PANELBOARD Q DISTRIBUTION PANELBOARD Q PUSH BUTTON FOR DOOR BELL. JUNCTION Box FOR VOLUME CONTROL MATH DOUBLE GANG "C. O MUD RING. FURNISH AND INSTALL 3/4 CONDUIT UP ABOVE CEILING. MAKING AND VOLUME CONTROLS MALL BE BY SOUND CONTRACTOR SPEAKERS FLUSH MOUNT �S SEE WARING DIAGRAM FOR TAP SETTINGS FURNISHED AND INSTALLED BY SOUND VENDOR CONTROL. PACKAGE -- ALL CONTROLLING DEVICES, STARTERS, ASSOCIATED CONTROL STATIONS AND ASSOCIATED CONTROL Q WRING SHALL BE FURNISHED, INSTALLED AND IMRED BY CP EQUIPMENT SUPPLIER POWER WARING AND DISCONNECTING DEVICES ONLY SHALL BE UNDER THIS DIVISION OF THE WORK UNLESS NOTM OTHERWISE. A. DENOTES AMPERES A.F.F. DENOTES ABOVE F*MSHED FLOOR ! B.P.S. DENOTES BOLTED PRESSURE SNATCH C. DEMOTES CONDUIT E DENOTE EXNS71MG TO REMAIN Gn DE WTES GROUND FAULT INTERRUPTER GRD. DENOTES GROUND M1.L.Q DEMOTES MAN LUGS ONLY mi.C. DENOTES NOT IN CONTRACT i MP DENOTES WEA?FNERPROOF i NiEFER TO SHEET 0 E2 -1 FOR SPECIAL SYSTEMS SYMBOL UST. ELECTRICAL CONTRACTOR SHALL INCL ALL COSTS FOR CUTTING AND PATCHING OF FLOOR SLAB TO INSTALL NEW CONOLMTS. COORDINATE EXACT SCOPE OF WORK 1MTH ORAL CONTRACTOR PRIOR TO BID. DRAWING INDEX � W.1 svmm M. ONE UK cuww" a umfus SCHMI-C W-.2 �CJIL NEIMMA,IQ6 E1-1 � FLAB RMI - lall"m 0-2 Fly RAN - E1ic wCK aEE1190b Q F-- c� �W W J Z:) Jc 0 Lu cra �Z 0 t JF .J >0 O J �uf N< R.wimions A tSSLIED FOR PEIiIrT oe/2e/os 0 Q cmroF�TucwaA Q J U L 6 2665 Q PEMrcenM 0 r o�A, r ry C !0` kL OawM � Qtr � MAN 00 0-3 � aUooR � - roger s SrE,aft srs�ers SO'�' Daft D-4 s IP,T ruw - u�afr '��• Imo► 0-1 Wftsmnm-- Km - Lm Vmuff vmm 04�7687 3,31111m Mum uW 12-2 RM INM - wCoftu /BO =Mvy EC)mml a 140 ob M of '.^..► -� - �rn�.- ....'.. -.� ..�..- .�,�...- � ,- • t O Z0 g 0 e -c �_ ob $ob CL c a Z O JW f so R.wimions A tSSLIED FOR PEIiIrT oe/2e/os 0 Q cmroF�TucwaA Q J U L 6 2665 Q PEMrcenM 0 r o�A, r ry C !0` kL OawM � Qtr � MAN 00 0-3 � aUooR � - roger s SrE,aft srs�ers SO'�' Daft D-4 s IP,T ruw - u�afr '��• Imo► 0-1 Wftsmnm-- Km - Lm Vmuff vmm 04�7687 3,31111m Mum uW 12-2 RM INM - wCoftu /BO =Mvy EC)mml s �...r. � �...- .- ..� -.�_ ._. _ �._ . _,,.,..� - +.+few.- '.^..► -� - �rn�.- ....'.. -.� ..�..- .�,�...- 4 0 SPECIFICA DIVISION 16 - ELEC TRICAL 1.00 GENERAL PROMSIONS 1.01 SUMMARY The General Conditions, Supplemental` Conditions. and General Requirements apply to the War. spa rz In this Division. This Soctbn defines the General Provisions which are common to all SSCUMS of Division 16. 1.02 Work Included: AN electrical work herein specified and /or shown an Drawings union noted otherrwim Installation sham be complete from location designated by the Electric Utility Company as point of service connection. to the fin connection of motors, fixtures, devices, apparatus Or pieces Of equipment, unless modified by Drawings or these Specifications. The Electrical Drowinqs and Specifications shall be understood to Cover complete operating system. The Drawings and Specificatbone are to be taken together. Work specified and not Shown, Or Wart shown and not specified shall be performed or furnhhhed as though mentioned In both Drawings and Specifications. Minor items and accessories reasonably inferred as necessary to the complete and proper operation of any system. shall be provided by this Contractor or Subcontractor for such systems. 1.03 Description of Systems: Complete power wiring to service entrance ponelboords, panaiboards, motorized equipment, motors, equipment cabinets. and mlec ellansoua outlets. General wiring for power, lighting, and miscellaneous systems. Materials and equipment for electrical work. Motor and equipment witng. General and emergency fighting and Power systems. iMklhg of equipment furnished by others. Empty conduit system and bodcboxes for telephone system. Reconnection of ON relocated electrical equipment (where applicable). Power and conduit system. bac kboxes and pulling cable provided by others for security system. Power and conduit system, bodcboxes and pulling cable provided by others for computer system. AN other equipment. material. devices, ac mosories required and /or shown an the Drawings. Firs, smoke and heat detection system if required by local codes will be under this Oivisian of work. 1.04 Def pion - As used within tin Contract Documents: The term "Contractor" shall be understood to mean the Electrical Contractor or Electrical Subcontractor. 'Circuitryr' shall mean any electric work (not limited to not and pour distribution) which consists of wires, cables, racewa^ and /or specialty wiring method assay"Ies taken all together complete with associated junction boxes, pull boxes. outlet boxes. joints. couplings. splices and connections, except when* limited to a lesser mowing by specific dMCrlptkwL * " a shall moon the ears as Circuftry- `Package Unit' shall mom an stern of equipment having ons or more motors or other electric energy Consuming slornents integ y factory mounted on a single bass. eomepliste with all vssoci A control devices and intWV0nnsct1n9 WWi^4 Normal Electric Mark Conditions mews locations within building confirm which are neither dan. wet. nor hazardous, and which we not used for air handing. 'Rocowa)r shall mean any pipe. duct. extended enclosed. or conduit (as specified for a partkvior system) which Is used to contain wires, and which is of Such nature as to require that the wires be Installed by a 'pugkng In' procedure. (as applied to circuitry) moo" covered completely by building materials. except for penetrations (by boxes or fittings) to o level flush with the surface as necessitated by Iunetional or specified 000sssbilit requirements. Wass directed o0woh e, all outlet boas In wails am to be 1.05 Fess and Pwn*&- Obtain all permhits and pay all inspection fees required for this ea r npieW electrical system. 1.06 Quality Assurance t1u011fibotions: -Orly now products will be acceptable unless otherwise noted -The Eiscbical Contractor and his Subcontractors shah only enhploy warknwh who ens *killed In their respective trades. -AM equiprrnent. material. factures, devices, articles. n c r e ierorip or products IhcahWod In the Contract shag be of Vie oxoct make. nnodM or catalog number. size, faun and of the charoet�11 -deal specified . is of Regulatory Agencies; -All o1sctrkol work shall be In accordance with the National Electrical Cods (N.EQ). (deck with local inspector for edition) and all local a now nhents to the NEC and OUM govsrnlg bodies sl is h hove jurisdiction over this project - where applicable. all f6xtui es, oquipm ant and materials shag be as approved or risked by the folio wi it agencies: G. Factory Mutual Laboratories. b. National Firs Protection Association. e LNNW orisars Laboratories. &W_ NO d. National Electrical Manufacturers Assoeiotjon (N EM) a Awmki ns witlh Disabirt n Act (ADA) Analmoble Talonw - cis m - Mwpect S&uctwd and M a cis nicd Drawings for Ioeatiang. ponftiorhs and wvie. ssu' C%Wd detals, and location of rwsch onical pipes and ducts so V40 go e18ca kal irlstallOtian it as be in hor"Wny am 099 of -E=ect sill location. and electric .0406440 Its of • lia 1p wen 4rniMod by c6m trades and wired by " Car+tnacto and be obtakmod *one the &11" qs of tin aAlner bMsa Apaf ace isc sp -1 ciss at two of biddlrh0 1.07 Sao 'talas grog drvwirh! for ee Mft Usreft svhhipw+ I « - 10, a oft, *Intl be adwdtbse as peciisd IN DA*M aw 1. '1.a Ap/risaa OrembW - Prepme and wxMhit for apprerd to leash Cafe wrAsoRiw s uo sMiswsl ersetrfod drawbs ► Obegrwa erhd ear we regrref 61 -Local Building Department - Electrical Inspection Section - Local Utility Company Motoring Department 1.09 Examination of the Site: AN Contractors submitting proposals for this work are requested to chit the existing site. Failure to visit the existing site will In no way relieve the successful bidder from the necessity of furnishing any materials or performing any work that may be required to complete work In accordance with DrowWV and Specifications without additional cost to the others. 1.10 Product Delivery Storage and Handling Exercise care In transporting and handling to avoid damage to fixtures„ equipment and materials. Store materials an the site so as to prevent damage. Keep fixtures, equipment and materials clean, dry and free tram deleterious conditions. Where items of electrical equipment and /or materials are furnished by others for installation by Electrical Contractor. Electrical Contractor will be held responsible for the unloading of such equipment and /or materials from the delivery truck. He shorn check equipment and /or materials upon receipt and notify party furnishing item of any or missing equipment. He shall coordinate Installation tin Contractor Providing equipment. 1.11 Guarantee. Provide one year guarantee for all fixtures. other materials and workmanship. upon final acceptance by her 1.12 PRODUCTS Materials: Refer to individual Sections of Division 16. 1.13 EXECUTION - Application, Installation: In the event that conflicts. If any, cannot be settled rapidly and amicably between the affected trades, with work proceeding in a workmanlike manner. then the Archit sholl decide which work is to be relocated and his judgment shall be final and binding an this Contractor. No measurements of a Drawing by scale shall be used os a dimension to work by unless specifically noted otherwise. The Drawings are not Intended to show complete or accurate details of the building In ever spect. Exact locations and relations are to be ds re In the field and shoes be satisfactory to the Architect/Enginew. This Contractor shall take all field measurements and sham be responsible therefore. Compare Drawings and Specifications, checking all meosurements and determine Intent of Contract Documents. Discrepancies shall be brought to the Architect/Enginssr's attention for interpretat prior to any installation. "The right is reserved to make any reasonable change in location of outlets and equipment prior to roughing -in without involving additional expense. Any change from the Electrical Drawings as is necessary to make the work of this Contractor conform to the building as constructed and to tit the work of other trades sham be included in Controctor s Contract and Installed without extra cost. 1.14 Field Quality Control - T After installation contractor shall test entire system for shorts and grounds and rectify any problems. AN meters. instruments. cable connections. equipment or apparatus necessary for making all tests. shall be furnished by this Contractor at his own expanse. 1.15 Adjust and Clean Cleaning Equipment. Completed Work and Promises; After the completion of all Installations. each system shah be thoroughly cleaned to remove all point, all and other foreign materiel. Contractor shall also clean all foreign paint, grease, oil, dirt. labels and stickers. etc., from all fbxtum% equipment, etc The Conb acto shall remove ail rubbish. debrist, etc., accuirnuiated from his operations from this pro.ises. Protect all equipment and systems a?ai wt harmful exposures to, or accumulations of dust and mhonstun fioodng, corrosion or other forms of damage and clean and restore damaged finishes as may be required to place Iatabotisons In a 'like -new' condition before Occeptvhce by Ow Architect. 1.16 Approvals: Obtain all permits and approvals from the governing bodies which have juii diction over this project 1.17 Identification and Togging: Pro" y label all paneiboard directories for work involved ants directories shall be typed. Paneboards shall have lorre000id name plates with black bockgrowW and 1/4 white lettsnI04 1.18 Painting AN equipment. par -- -1 or do, etc.. shah be factory finished In baked enamel or lacquer, or as specified. Standard factory finishes shad be approved Any scratches shall be neatly touched up by the iestaeinq Conboctar. AN it work InsI all isd by this Contractor exposed to ties woot1w and coats of of p not t of color selects shal �ectt. w two AN . the f ting shall comply with this Painting Section of 1.19 Cutting and Patching Perform all cutting and patching required to cornplets this W ork. excep where Specifically shown an On Ar+dhNeeturai or S tructural Orowings. Refer to Architectural Drawings and for addlUor id ts. 2.00 BASIC MATERIALS AND nE RXVS this ssct:iarh d -- the Basic Material and Mogw& which are �comen .- to as Soet'arhs of Oiriian 1& 2.01 PRODUCTS 202 Cardin E)sctriod &Waic T466V WT. - lhiawor candult shah M goneed bew � u6si e p a n itto by Code encept idiom m deso � Heavy =0 steel connd it !Ind bs eft w hat doped gol - Mall ar sher+araizsd FlernWe conduit S1ha/ M OromftN type ewcept. olm �opoee 1 to ok ore=% or welter - Ow can" slog be SiNtImIL C.ondkit Fittings -Rigid t W, *ereedd -Thm -Wet Set sore type s allowed by bed eedw •- F1MrilMt 8 sf11os M will tewift cook* Won& as comhoclors ~ "Tiber -�ts'- ciswfhrit .� be es by AiseL anew et Docaric Fume" Now "pit conOwe 40 by Apnxlri�c er Tri�ehwls► SwhpinL er -- - asA_ Wet/ Ilea Revisions Q �ISSt. MUM FOR Pf.RYIT � 0) O CO) W�a PEMW r! V N f 0 ei o H 40 - Z o; CO m ew U t N LLS is lft ( 044m7687 low EO�2 Lu 6 � � le J B 3: � 10M V I . �d� �C � W W Revisions Q �ISSt. MUM FOR Pf.RYIT � 0 IMCEIWW O CO) W�a PEMW r! V N f ei o 21V6 •o 40 - Z o; CO m ew 4F 0 co a t N OfiA� is lft 044m7687 Revisions Q �ISSt. MUM FOR Pf.RYIT 0 IMCEIWW 0 %a 11r of Tu�cwit� JUL - 6 2 005 0 PEMW 0 .r � f.J/0 'V A i. E='� A Soft OfiA� is lft 044m7687 EO�2 2. 04 Was and Cables: AN wfrs shah be t ype THW/THWIN copper. Alwe fte" wiro is una ceptabis. We smnaNsr than #8 shall be sollak /S and larger, stranded. Cable and wire shah be as manufactured by Alcoa. Anaconda` General Cable. Triangle. Simplex, Hatfield, Sell. Alpha,, and Coleman Cable and Wire. Minimum wire size shall be 012 AWr& unless o bwwriss noted. 2.05 Color Coding: Color coding shall be used throughout the entire electrical system: $_ Phase: Block - all gauges. --' Phase: Red - through J. Larger black with phase markers. -'C' Phase: Blue - through #& Larger block wit phase markers. - Neutral: White - through #lL Larger bi00k with phase markers. - Grounding Wire: Creep, insulated. --Isolated ground: green with yellow stripe - Control Wire: Colors other than above. 2.06 We Pulling Lubricant: Use of wire pulling lubricant Is optional: but. If needed to prevent damage to the conductors, it must be listed by Underwriters Laboratories and be of such consistency that It will leave no obstruction or tackiness that will prevent pulling out old wires or puNleg In new wires or additional wires. 2.07 Electricd Connections. Terminals and Splicing shall be In accordance with the National Electrical Code. Connection materials and equipment must be given special attention when using dissimilar metal conductors. etc. 2.00 Outlet. Poll and Junction Boxes: Boxes shall be 12 gauge or heavier steel. mom or kgno�oiz,ed to prevent rusting and shall have readily removable Pullboxes and pull fittings shall be accessble with removable covers Secured with screws. .function boxes shoe be minkrurn 4' square or octagon, not lop than Y deep. deeper If required by the number of wkes or construction, with appropriate covers. Provide with 3/8' stud where fighting fixture Is suspended from book. AN switch and receptacle outlets shall be equipped with minimum a box. Gong boxes shall be provided where groups of switches occur. AN boxes *half be equipped with proper raised covers, mounted at heights shown an Drawings. or as directed The approximate location of outlet boxes is shown on the Drawings. but care shall be taken to Install all outlets with proper relation to equipment or material to be Installed by other trades. Special outlets *hail have proper boxes to accommodate special equipment. Outlet boxes In masonry shall be or proper depth to allow conduit to be Installed without cutting of shill of blocks. etc. Outlet boxes shall be as manufactured by Appleton, Steel City, Race or Crouse- Hinds. Boxes far all exterior conduit. or conduit mounted In exterior walls. shill be cost Iron boxes. typo 'FS• or W. as manufactured by Crouse -Hinds, Appleton. Pyle National. Or Killak and provided with gosketed watertight covers. F1tUngs shall be pull type with gosheted covers. 2.09 Disconnect Switches: Switches shah meet NEMA enclosed switch standards KS1, current edition. Switches shall be quick - matte, quick -break so that operation of the contacts shall not be capablet, during nomad operation of the switch. of being roobvined by the operating hands after the opening or closing of the contacts has started. AN safety switches shill be heavy duty of voltage motddng equipment served. NEMA 1 for indoor use and NE1ktA 3R for outdoor use. Switches shall be as rnawfacturrd by Mlsstinghhouse. Square D. or Siemens. 2.10 Fuses: Furnish and install all fuses. Fuses shall be Bussrnan 'Fusetron'. dud element. current limiting types unless ev a dfic y noted otherwiss. 211 Switches: WON switches shill be located as Indicated on the DrawlMpk arranged singly or In gangs and at the hoot epeclft*d or indicated and shall have proper covers with finishes specified hwelh, Switches shall be as follows: a. Light switches shall be toggie 20amhp 120/277 volt b. SPST Hubbell � P & S #20JICI: Levkah /1221 Color of devices to be bid as ivory : however, final selection shah be by the Architect. 212 Receptacles: Duplex Convenience Receptacles` 20A..2 Pole, 3 Wire, 125 vdt. ( NEW► dssigruotion 5-20R) %wdRootfon Qmde. a. Puss & Seymour #5362 b_ Leviton i 5362 c. Hubbell / 5362 Caior of receptoces shall be whito where rnauntsd an ceiing asherwiee Ivory cress specifically noted otherwise on drowirg�s. Ground fault dreult Interrupter to be provided for rscept+ocHe outdoors, In toilet roans„ area within 6' of sinks. holoted Ground receptacles dud be arangs In ealar. as rn nutoctvrsd by Hubbell / IG5362 or LoWton or Pose do Seynhore equal Ground conductor shall be routed uninbrrupted oompi tsly back to main service grwnwl. 213 Switch and Receptacle Pbteer Rotas In 61 shhisd are So for sxwitclhm junction bowies and shah be whits whiners mounted an ce" o w in Ivory hwiess spis d ica6y noted adm piss an drawings. Prorids nhulbgong or cowebino>tiMeh plates for Nriees grio ped in 9wg or o N P 21110111 be steel. P, rorikie cadshihre plated *feel plates in rn**Iwd erom ne rsasptaelss an soles floor 01149 be prodded oft 2 'tssek Inserts to prevent ehi0en town to 1perin9 with 214 Clrtwit Beal- ors-AN dwelt breathers shall be bait - type and be of type is WAOM e d i g Mn*aoaraa ecesirsowa sew be 111104ih4 &,&-- me etheM be wbok raw OSW All cilve lkeeisrs s.rrhg wdbwAcd e"*wwtnht The be X13 tlosors. Central Ponds. Etc.. FiwwiAhe by 0911srsh: 'Q/d 1114 DrewAV and SfiMeailier Mee covering g 1r.ncw - of am Mott sr esoertow .w.e epigwwewt is trwirAsd ti ealraa R .ni M firs C.Mwtrseft 0 0 respMwsimy she firwi a me w0owsry Now a wkl nrwairs to reasim and ale soil Otwlrsa 13 0 go A 6 end � r oe1 O edop en/ psgripsl CwAcecir_! fir! by M Z1i fwA�su - Ctih6hoht +Cienre� Is be +win o9sw/ Is mho l Mows owdii an +rrs�dhsrhied► On*fosl rr,em and Ju illere aches Ns costa • �elrteiwtosl dwt9a Nair nasals sir/ be cumodmL 4h Mew or to e10111111111■r udb of 6820* tsarls ft allow oft"& 11Rb■ok OWS 40L tagOS�t and io w wit b edwcerw of M % ft Of f WIL aGNL oft. ell is moo am il■rf/ r * ws she ssm be wgis/ far eMtihP *memo 11111e00% Oft e111L More conduit M to be run exposed, furnish and Install all Inserts and camps for tin supporting of candult. If contractor does not properly Install all sleeves and Inserts he will be required to do the necessary cutting and patching later at his own expense, and to the satisfaction of the Arch itect Do not obstruct openings or passageways. More conduit posses through floors or through smoke and fire walls. space between conduit and floor or wall *wN be filled with cement grout Radius of bends shall be not less than six (6) times internal diameter. An run of conduit shall not Include more than the equivalent of bur (4) quarter bends. Provide expansion fittings for all conduits at expansion 1cWnts. 2.17 Cutting Conduit: Measure and cut conduit from job site conditions, not from Drawings. Conduit shill be out square and butted solidly Into fittings. On rigid conduit. cut conduit full and clean with sharp dies. Ream ends of pipe after cutting and before assembly to remo burrs. Ream thin-wall conduit (EMT) after it is wt. 2.18 Flexible Conduit: AN runs of flexible conduit shall be as short as practical. (maximum of 61 of the some size as the conduit it extends and with enough stock to reduce the effects of vibration. A minimum of 24 inches of flexible conduit shah be Installed. Flexible metal conduit shag be installed for all final equipment connections to transformers, light fixtures (by-in type) and all other devices where so required. 219 Type of Conduit: The following areas shah be galvanized stets heavy wall conduit - a In earth fill. b Exposed In wet areas. C Exposed outdoors (Provide watertight fttU ngs ac boxes). d Outside masonry walls. e Exposed in mechanical rooms. f) Feeder conduit for poneboards. Couplin for conduit run In e sh poured concrete be concrete Conduit run In dry areas within building confines shag be EMT. Dry areas are inside partitions, ceiling covitkes and areas not subject to damage. Outside walls are not considered dry ai a Contractor shall provide an alternate price to the base bid proposal to utilize schedule 40 pvc conduit with full size ground wire in and below floor slobs. Transitions to above floor shag be WC grads conduit and proper UL approved connector utilized Contractor shall obtain local cods authority approval prior to submisMon of bid. 2.20 Supporting of Conduit: AN conduits must be Independently wpported from structure. No conduits shall be supported from the ventilating ducts. ailing hangers. mechanical piping or their hangers. AN surf oce run conduit one Inch (1 a nd srnaller shall be supported every bodies. Perforated a with one wi not be peer nii"od. Hangers shall be proportioned for the weight of the conduit(*) supported AN rods, damps and /or hangers shall be Sl herro story supplied. wwft an* of the above rust resistant finishes, all field cuts and threads we to be painted and covered with a grog finishing paInL Trapeze two hangars may be used wher e several conduits occur at the sane devation. The spacing of such trapeze hanger s shah be disternib 1 by the ei wtftd code apocing requirements for the ameaNsst conduit In thine run. � Inserts for support of work In cost or concrete Approved type steel beam clamps In tin Case of steel construction. 2.21 IMhero hake or recesses must be cut in wags. Soars. ceilings. or any part of the building to admit apparatus. conduit or other work of this Contractor. he must have It dons by a competent mechanic In a neat and waloamyhW ! manner. The portions cut must be restored to their ariginai Condition at the eocp s - es of this Contractor. This Contractor shah provide for all of his owe cutting and patehig. 222 AN conduits run In or below any grads slab shhoil be heavy wall conduit and entirely encased In 2' of concretes In no case shall conduit be laid in 0 below slab- Provide an altemhate price to utilize sehhsd - 40 PVC as stated above. 223 3/4 rink ken conduit shall be prodded in ail non - accessible such as floor Slabs, earth. mcnar" waft partitions etc unlove spsafficaay noted othsrwwsa 224 Prorids: S"PPIN' e^tary ahgMe, e+harrhel% plates. etc-. where supports an required between building structural rwater% sparrhirnq W4 space and ottaalhod to building sbructhral whsifto s. by wvldirhg. bolting or oft conccrste a cliao . AM roft anom rails. struts. booms plates. platforms. etc required for suspension or support of conhduht and equawnernt. Straps. cian0 0 sadsa rode. thsYOh .- M 3. arhdhora etc.. and all nhisc ello nsowws specidbes far the attaelwnent of hangers and supports to tlhe structural 225 Cn - aniwhce owNets s1haM not be bwbd ed bock to bedk. 2.216 Motor and EquipwrhenI 1lilriohg - Unless iwdivvtsd or spec3hisd elseaeree perfON this hollowing; Canwect and .ins to each nwail r and piece of eleetricaody opera" oq�whtat a ow 01111 111110 Orem" or as specom In Y11ese Furri MA and meld e1 oin @ 11ra n sir ew rwd saurCe to 40 adarto a and from oft W s to rnaft s. e■c Wt in We ease of ivctory Installed air" pedlksgSO ht Um to ar Iii sift of e9 prwwb of 0 - w L Fur iSlh ewe 60*0 a diic+awhwset "WAS s%@W of g prwb od oaclhOge Co*rNames all llbeshiDey Trelrse Cm - III .tfar. blow 49 rorghingr - ih N'woihiw9 to sac h Item of equionv ht fitrni/nef miler otilhar Sections of she SMaiRcaeaiows er by oft alters` L.oc+0tio of decrtod srMls fir we l ioatM an M Orak.iwg0 In V hei tOOSAiMw11t 11111e shnepl>ier inrsrdd" firs soo* wsut wwuihp s wul soft 1100011110 e1 "Nob" for Irfs ergh�whswt P Wft all a w4M CiaR and &Awlm* W" and 1W 40 401pi"IsoA • wiesftd ell adNo isMw war orw�wfa 2.27 M a iscsnr lea swam Ifs me*" by M olftre" caft oral so i•/OSlfa l w M aMigs or In ch r>w R 011 be #And*" ell to lls9■O 2.25 Where specific locations of switches and starters are not shown an the Dr awings, these shah be placed near the motor. 2.29 Conductors, Cables: Except where otherwise shown an the drawings and herewithin ail wiring shall be Installed In conduit. Conductors and cables shall not be installed In conduit or raceways until saw are free from moisture and debris. Leave a minimum of six inch (6 length of cable and conductor slack at each outlet. 2.30 Expansion Fittings: Expansion fittings shall be Installed in all conduits crossing expansion Joints. Refer to Architectural drawings for 3.00 SERVICE AND DiSTR18UTION 3.01 Work Included: Complete electrical service and secondary distribution system shall be furnished and Installed by Landlord's Contractor. System Grounding per the local Utility Company and the N.E.0 shall be furnished and Installed by Landlord's Contractor. Main distribution Panelboard and ponelboords as scheduled. shall be furnished and Installed by Landlord's Contractor. 3.02 EXECUTION - Installation: Electrical service, metering and main distribution shall be as shown an the Drawings and as herein specified System Grounding: Sham be In strict accordance with the National Electrical Code, Local Governing Authorities and in accordance with the r bons of the Utility Company. Electrical Service: - Electrical service shall be from the Utility Company s transformer at 3 phoss. 4 wire. 60 hertz with voltage as specified an the Drawings. 3.03 Grounding: Provide an electrically continuous ground system from service to all points of utilization. In general. all pieces of electrical equipment shorn be grounded as required by Federal. State and Local Codes and regulations, but special attention Is called to the fallowing items to be grounded as indicated: -All distribution equipment including main distribution panel and ponislboar%M. - Conduit and other metallic raceways. In general where grounding wire is shown use green color. 4.00 LIGHTING SYSTEMS AND CONTROLS 4.01 Work Included: Furnish, install and wiring of lighting fixtures with lamps, hangers and controls as shown on Drawings and Lighting Fixture Schedule and associated notes. Refer to the Architectural Room Finish Schedules and Architectural and Structural details to determine conditions and finishes affecting the Installation of the work Include. to On full Intent and meaning of these Specifications. all Items of labor and materials necessary for design, detailing or adjustment of fixtures due to surrounding finishes and construction. 4.02 Materials: Lighting fbdur'eM and lamps are as specified in lighting fixture sdwdukL 4.03 Installation: Fixtures: An outlet is to be provided for each facture. AM factures shall be located to suit the Architectural details of the areas Involvea tfipack. assemeble, wire and install all fbdures at the proper locations indicated on the Drawings. Supports; -Each lighting fixture shah be rigidly supported from the building construction. Provide suspension hangers„ stemhs and extra steel work for fixture support where required. - Confer with Ceiling Contractor to determine modification required to make factures suitable for ceiin as installed - Inhere suspended acoustic till ceilings on steel channels occur, outlets and fixtures shall be supported on members resting an the channel firarnewark. In no case duo fixtures be supported frorn plaster or acoustic material. - Suspended fixtures shoe be hung an susponalon hanngrs furnished by the electrical contractor and shall be adjusted as necessary during gist cA ration to insure that ail fixtures in the same room or area we at a uniform height from the floor. Mounting height shat be as specifis d. detaied or noted on the Drawings. -Any electrical lighting facture which weighs more than 50 pounds shah be supported Independently of the outlet box. - Provide m elanic supports as is**' by local codas. 4.04 Fixture Mring: 6.03 Installation: Installation shall most approval of the owner's vendors, and shall be In accordance with their requirements. Conduit shall be sized as shown on the Dr stubbed Into accessible ceiling space. An outlet shah consist of o 4 square box, mud ring and conduit stub Into accessible ceiling space. Contact CrossCom National Green team / ULTA Project Coordinator at (800) 933 - 9203 to fully coordinate entire Tele/Dato low voltage installation. Factures shall be sired with white sire for the neutral and colored sirs for pikes wires. Housing of ON Outurss must be grounded to conduit system. �F &00 E1iERCE>whCY LIGHT AND POOR ?dd,7 5.01 StAOMMY gnaRae all exert sign awed pottery miner or lights as elhowh an the Orew�gs ria a rseluk ed by am goreir" vutihorities harirhq 5.02 PRODUCTS - MaterMs and Firct rve: Conduits. fittings, sire, etc- shall be in acc ordorhes wft appicsiM Section of iris 5.03 ExECUlrOl1 - lh11sfgabiesrt Furnish aced Ihstag ee panels. carhduts, f�sodn to ab fin drewit dWM16 etc, uft 9 eewh 9rar11d we reefed by Code aced as sheen an go Drevi11gs. 00 f S111 spotwo brendin sM be installed ea separate oa 0.00 iRL T /CCTV SYSMd Isla 110rtk M110rdss: Exieft con" wiitlh wysw Phrlwow echo boom for win" the eiiirMr M.dOra C Ndw s. wslnw and &~ bewwes Meg be as M *b bedom per+OM gel Sac00hw ism f>miiie banes ft be foft 4 srwrft so a aso iw rirs %oft s epacgosM F a0s9 04 elwlslies to ploo r9NNla ZVAXM IERNT &M xn �7� R I q L -, q � 0 . .r.•• -r i ._ �_.1� -� '�� -- mow. _��.- •.�._ .+. .r- l4rr...� .-]/�1 �� ... r.� .�. - �.. �� ice. r- ��. +.�� f -. �... �� _. -. - -��.� - �. �.. .. r --.._. ..- - - -r .- . - � +, �W_ _ -_. s �o.A1 .� �-- �i.}"'�. "..�..../i'� iy �.� _ �y�.+ �_ .i •r "f�1 �_ to b k t Is rrvlcK TWEaoac CHANNEL AV IWECLOCK F I POWER c ►a Nc ? ? 2 ? e ca+rna H CHANNEL rio F; CHANNEL lHRlEE F'1 I To Hocr CIRCUIT H — ' TIMECLOCK 0 c No Nc 6 CHANNEL c Na Nc 9 c No Nc 6 e e � T1rPICAL TIMECLOCK K OFF (CLOSE) THREE � TIMECLOCK ON (OPEN) OVERRIDE MANUAL � � FOUR RELAY OVERRIDE � UGH'nNG TIMECLOCK OFF (CLOSE) SWITCH SIGNAGE PHOTOCELL ON GE048RAL LINIM LE%a 2 C 'SIX SPARE CONTACTOR 10 OIFIER COIL ►art *w1 Soy SRALL V%J E f 11 AWS COM Cl W rIt S AND 1 No _T . TYPICAL RELAY WII31iVCa DIAGRAM NO SCALE 10 PMEL D 2 "OUR OWERI E SVATCH FOR GENERAL LIGHIM16 �� POLE CONTACTOR 1 20V MANJAL. MERIXIE RELAY (TAIL FOR a) 7G PMEL A SPARE CHANNEL ONE f rl I CHANNEL rio F; CHANNEL lHRlEE F'1 I CHANNEL FOUR F CHANNEL FrWE F; CHANNEL six r` 1 c No Nc e C No Nc e c No Nc 6 c No Nc 6 c Na Nc 9 c No Nc 6 e e CHANNEL PURPOSE SUGGESTED SETTING A-4 A TIMECLOCK ON (ARRIVAL OF 1ST EMPLOYEE) ONE SALES FLOOR TNI LOCK OFF (LAST EMPLOYEE LEFT) TWO SALES FLOOR TIMECLOCK ON (OPEN) 11 SPARE TIMECLOCK K OFF (CLOSE) THREE ACCENT TIMECLOCK ON (OPEN) ALL UWT 9101 (lo. e) 9MIl E 1k' WLEW ion O��lSE UGHTING TIMECLOCK OFF (CLOSE) FOUR ACCENT TIMECLOCK ON (OPEN) cl UGH'nNG TIMECLOCK OFF (CLOSE) FIVE SIGNAGE PHOTOCELL ON GE048RAL LINIM LE%a 2 PHOTOCELL OFF 'SIX SPARE 10 AEC CONOUCI tI S. ALL 1204t 1101WRIN5 " 1fIRE INAiM 3 ORAMDI1 iECU11S AND -�-- -- PHOTOCELL ON ROOF FACMIG NORTH r - - - - -_ � � _ 0 . _ 0 CHANNNEL, WJLT� �E 7 DAY DWAL � - � i aR APPROW D E AL 120N. I I I 1 12OV. 2 HOW OWB D SIN C" FOR GENERAL LIONIMr* — 12M. 10 ►MB A 1 3" spow f SPA SPAN s POE COIfT/K:'i�t C4 'ACCOfT LJIaf�O`' SUG GESTED H3 HTI i 4 POLE es 0 200AW DIA 110 SCALE WOES►. PIi0f1�E 12011. a RIu►Y FOR 2 Halt WWIlUAI So 1CfL. P ALL FClR A COkVLLW AM OPBUME WI S SE ram �1 '�i1MtT (Dc rD;�_ DM REFER TO PART PLAN ON SHEET / El--4 FOR ADDITIONAL WORMA71ON i 7 � 1 • I � 1 i 1 ' D- -1I i SEE NOTE / I FLOOR PLAN - LIGHTING SCALE: 1 /x mf -a- (B w I' 16' 24' 32' WMTM PL// NOTES! A -2 IL A-4 A A-10 ALL LIGHT fmn� 9i0W1 (�) SMALL BE 11IPE 'At' UNLESS 110= 011ER�SE. SPIKE All lJfi1T f0(11lW5 9MLl E 7VPE '6' LESS IIOIED 01ER SE SPARE '1D PANEL A .ALL tNiff FIX ) 91AL1 E 7WE W LESS 11OWD 01EJtoE SPARE 11 SPARE 11 SPARE JILL UCNT fR1UES 9101 (�) 9M11 E M 'CE 1NMS M0n SPARE ALL UWT 9101 (lo. e) 9MIl E 1k' WLEW ion O��lSE SPARE 6 POLE CONTAcT�oRe 'tf. 6 POLE 1t. cl I CONTA XW L C2 <aZ GENERAL LIGHrI LE M! 1 a GE048RAL LINIM LE%a 2 2 HOW OWB D SIN C" FOR GENERAL LIONIMr* — 12M. 10 ►MB A 1 3" spow f SPA SPAN s POE COIfT/K:'i�t C4 'ACCOfT LJIaf�O`' SUG GESTED H3 HTI i 4 POLE es 0 200AW DIA 110 SCALE WOES►. PIi0f1�E 12011. a RIu►Y FOR 2 Halt WWIlUAI So 1CfL. P ALL FClR A COkVLLW AM OPBUME WI S SE ram �1 '�i1MtT (Dc rD;�_ DM REFER TO PART PLAN ON SHEET / El--4 FOR ADDITIONAL WORMA71ON i 7 � 1 • I � 1 i 1 ' D- -1I i SEE NOTE / I FLOOR PLAN - LIGHTING SCALE: 1 /x mf -a- (B w I' 16' 24' 32' WMTM PL// NOTES! ,. w m cn,wft WLWlW caim p.,w port «pct Lo� ac ALL ucxms focnJINEs. 2 ALL u01T iDCltxiET 9101 (Q) 91At1 BE 11IPE 'A' UNLESS NOD OAERtM 3 ALL LIGHT fmn� 9i0W1 (�) SMALL BE 11IPE 'At' UNLESS 110= 011ER�SE. 4_ All lJfi1T f0(11lW5 9MLl E 7VPE '6' LESS IIOIED 01ER SE S .ALL tNiff FIX ) 91AL1 E 7WE W LESS 11OWD 01EJtoE AIM s. ALL uar wc-m-M swm 0 ) sWu K ,WE W mo ..w MGM IW ic waff uan" aria.r ua= Momma 7. JILL uOiT fOf11AET 910iM (m) 9MLL E 155 M0n 0sm 1. JILL UCNT fR1UES 9101 (�) 9M11 E M 'CE 1NMS M0n !L ALL UWT 9101 (lo. e) 9MIl E 1k' WLEW ion O��lSE 1& JILL BAIT RIII 110O1 ( o ) lMIL E 1f' IMM 110 0�!!E 'tf. JILL lAlT 910101 ( s ) 9M1L E ?W 1' WLM laft pw�� 1t. SILL uaR wcOwES 9M« E 1 Y WaE3R 110 vw�lE 13. MILL W1T fIKIWI,t QOM ( m ) lllrL E UK ?r YOL= S0V f i i� 1111 1 j � 1 ► L SEE NOTE / 18 s j Q F-- ,,- a" Lmmi � W CD z L oc z 0 < cr. 3: J 0 0-- � 3 Q D IL im O a I& ALL LIGHT FIXAAtIES SfOWI (i MH) SMALL E T1fPE ' UNLESS NOTED O wiwmnwm y 40 17. ALL LIGHT SHOW t ® SMALL BE TTPE "EX4' IA"W NOTED 0 I& Zo ;�a .z =r C04 �._��ii � _ = 0 4 °p *AD : . 1!. SiWN — Cl�15 4 POLE C0111ACTOR CS LOCAIIED AilO►1IE PAM Q <aZ R..bions 0 ISSUED FOR PERMIT 06/29/05 Q GTYOF71ACYYLA � JUL - 6 2805 0 PmaceaEa 0 . "DIC Z 14 ALL LIGHT FIX RAMS SHM ( i ) SMALL K T1fPE *r L04J S NOTED I& ALL LIGHT FIXAAtIES SfOWI (i MH) SMALL E T1fPE ' UNLESS NOTED O wiwmnwm I& ALL LIGHT SHOW ( 4=P ) SHALL BE T1fPE MW UTAFSS RIOTED 0 17. ALL LIGHT SHOW t ® SMALL BE TTPE "EX4' IA"W NOTED 0 I& 12OV, 20A Clt= FOR EXIERW SiWA;E. SQNAM TO BE AM NSTALLED BY ILTA. ■1N FINIAL CONNEC11001 BY E.C. 113WY NUIdB R AND LOCAIM OF SIGHS ' S A111� Pat 70 RAJ 1-!L 51WALL OW ON DID M AIcE OF SM FASCIA AMA FRONDE S#7CH Put NEC IBM-& . 1!. SiWN — Cl�15 4 POLE C0111ACTOR CS LOCAIIED AilO►1IE PAM Q ♦ - _ } }: =� ` = •: :`- � :E 2Q ALL 120W. LaW= TMT SW SMALL U`% JZE * 10 AUG ALL 12OV. Drm�w my OWdad by Haft S IM MW IN M 3 GRANOt CWAXA1S AND 31 Olt IIAM W SNALL Il1tlZE ADM OD 10 AEC CONOUCI tI S. ALL 1204t 1101WRIN5 " 1fIRE INAiM 3 ORAMDI1 iECU11S AND Sob Daft ►art *w1 Soy SRALL V%J E f 11 AWS COM Cl W rIt S AND 1 No � St1ALL tTAM1 I1 M l"m S GR M C�aA15► ALL 27'71L NaEJiA1S L TWT Ww o "As S�AU. uKM 0 10 An Mucimm ALL rym sm Iro ; 3 WA M .11rI► ii,, A1S AND Salim SIAM Aw S7Mil Ulam i 10 ABC Cam-10 ALL 27111: M1o1E�lr1s . 1 110K IM 3 GRAMM CFAX s AIW 0"10 INM jour qu&L 04�7687 41 AMC AMD 1' SAE - � � yp Ell�l - .��-- _ -� _�� i ..�� V" i- .�� R 1►. _. ../�•- -_�' -!�' titer r -. �.. `� Y \T� _' - J�' „ _ ^�"�!!� +•! 1'� •..��• � s'� +.'�� 7Nw' may-. �y�•.- ,.�� i.•v �1`- � -I.. A V +1 d SEE NOTE ON 4 / - 02" . 0 0—SEE NOTE / ONS +1 dw + . - -- -. ' ---- -- - - 1. 76 0 24 +76w MOUNT 12 + 12w ABOVE CEILING +761 SEE NOTE / ON3 SEE NOTE ON2 +48 SEE NOTE 0 ON1 +12" ► I rr +4d SPECIAL SYSTEM A MOUNTING HEIGHTS REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCA110N AND YOIJNiMIC HEIGHTS. PARTIAL FLOOR PLAN OFF ' /' e' 12' 18' 10 i� j T T ;I o-3.s-j � Y� %--D-10 o-7.o.n s¢ soh # as POWER PLAN WIRING LAYOUT ICS 903 - ELECTRICAL Nam OFFICE NOTE& ON1. DOUBLE GANG JUNCTION BOX WITH DOUBLE GANG MUD RING FOR SOUND SYSTEM VOLUME CONTROL, MOUNTED 48 A.F.F. INSTALL 3/4 CONDUIT FROM JUNCTION BOX INTO ACCESSIBLE CEILING SPACE. REFER TO SHEET E2 -1 FOR LOW VOLTAGE HARING. ON2. DOUBLE GANG .UNCTION BOX MATH DOUBLE GANG MUD RING FOR SOUND SYSTEM CABLING, MOUNTED 76" A.F.F. INSTALL TWO (2) 3/4" CONDUITS, ONE THROUGH ROOF DECK TO SATELLITE DISH, ONE TO 6" ABOVE CEILING. FIELD VERIFY LOCATION OF SATELLITE DISH PRIOR ROUGH - IN- REFER TO SHEET # E2 - 1 FOR LOW VOLTAGE WWria. ON3. TELEPHONE OUTLET WITH 314w CONDUIT TO 6 ABOVE CEILING. REFER TO SHEET E2 -2 FOR LOIN VOLTAGE HARING. �• • • 16' -11 EX ISTING PANEL 8 E PL -- EXISTING TRANSFORMER TI ANEL ALARM EXISTING PANEL MDP EXISTING PANEL A EXISTING TRANSFORMER T2 I EXIS PANEL C , REFER TO PART l EXISTING PANEL D WATER NEATER CABINET PLAN THIS SHEET __�� HEA - Off I( t ; i IG IG T T I Gn I i +18' +4 I + 1 `1U�� i 2 HOUR OVERRIDE r - - - - 7r E► - r SWITCH FOR 't 18 J . +38 I ! r GENERAL LIGHTING i w,)ME r� `'� +48' +18 +4Z +72 1 -0-31 � - -- -- GF' _.__ .. ___. -- -. .___., - - - ---• -- - - -- -- , _.� . _• - - -- -- - - -- +td s, ��cf• I EWC _ GFI -- [ I UNOERCABINET I GFI w +42 ° 2 - +360 +34 - - --� REFRKXRA 1 +4 1+44 — - -�� ,1 f t ; �,. r� :� I ,� 18wAF"F FOR CASEWORK COL OR /C}P YI j { - -- . _ _ _ ._ _ _ ___ -- ;r- LIGHTING i PROCESSING Z _z _____. _� : _ _' '.r SEE NOTE 3 7 GFI N o N N GFI GFI ao N a N a ' F COFFEE MAKER + 18 +18 +18 + + ± + _ + + ±_ ± +18' g -- - - - - - -- - - - - - -- - _ -_ _ - - - ♦ -- -- - - --- -- -- - - - - - �� -- , SHAMPOO , I MOUNTED AT �' Ll ` j � H AIP +6i BACK PANEL OF - i --- . C(JLC'R MOUNTED AT I ( ! r THE MILLWORK O I ♦ -I ♦ -- - `� - 6' -5r ! _ _____; _ ___� _ - .._.__� __. 1i f THE i 4 -2 4 -2 4 -2 w r I +44 A.F.F. ♦ tU5 BACK PANEL OF � ' _ _ _____ - 13'- sr 3' -e' ; THE MILLWORK 0 1 GFI +44 A.F.F. I - - -- _ ' `_ # - - -___ • i � +24" IG '*GFI ♦ ._ 11C ON4. TERMINATION OUTLET FOR REGISTER DATA CABLES MATH 3/4 CONDUIT TO 6 ABOVE [ •, ♦ - - CEILING. REFER TO SHEET # E2 -2 FOR LOW VOLTAGE WIRING. Gn - -0 FLOOR MOUNTED JUNCTION 9 - 3 � -11 MOUNT AT THE TOP BOX FOR POWER & UGH TING ' - OF MILLWORK AT ON& 6 JUNCTION BOX FOR TERMINATION OF CCTV CABLES MATH (4) 1 CONDUITS I N - - =— = _. = _ -�:- _ �� ` ' y . ♦ i I " r � - _ _ -- . _ _ - � - _ ALL GFI 'S I +102 A.F.F ROUTED FROM JUNCTION BOX TO 6 ABOVE CEILING. CABLE FURNISHED AND INSTALLED BY TENANT'S CCTV SYSTEM PROVIDER. t1 14' p- HORIZONTAL t MOUNTED 0 +38' - ON6. HVAC SYSTEM CONTROL PANEL AND LOW VOLTAGE TRANSFORMER. COORDINATE 1 3 -5 INSTALLATION REQUIREMENTS MATH MECHANICAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR HVAC CONTROL SYSTEM COMPONENT LOCATIONS ___ -- - - -• -� _ _ __ ______ _ _ -� -- _ _ - • -__ - -- I ? .� (ZONE DAMPERS, BYPASS DAMPER, THERMOSTA SENSORS` ASSOCIATED I -- `--,. '^ I , TS` I I O z i r � � ' ' ;i TRANSFORMERS, ETC.) AND RE TS. REFER TO SHEET # E2 -2 FOR LOW I ! i _ j REFER TO PART lb VOLTAGE HARING. '' PLAN INS SHEET 1'G FOR POWER ' S - - I .1 w C. Fr 1 1 `�' N j r ! r F' _ [ ! 1 f I --- -"'- - -- � -1 l 7 * -6 / - V " - V 7 - 6 - 2(r 11 j I 2' -5 12� -11 7' -11 lit +20r +20" on 72 MAXIMUM ON CENTER - ' t • '---' , �--� �, � it +20 d F-- J • 0 CO) r 0 c l U6 o� z 40 46 .0 r t ill � c 9 1 0W c av 3: �Y3 0 (m) �� W UJ 0. • 0 r Q c l U6 o� z 40 46 .0 t 2:2 0 4 � c Z at qv 00 t 0 2 8. ,... ` +1Q w +18' f ISSUED FOR PER1r11T i i + 06/29/05 PART FL v t t r r A 98CwRAl 9MIL Nell �. CIO IE IILi IMi �8'q,/SMES OOUt� CO�N� Of11t.T me w0YA1C w iBP wo1 RECEPTACLE MOUNTED f1l1SH N CEILING (TYPICAL) STUB ca+ouiTS s' 1 L AeovF Fras+Eo FLOOR in i I C� N 2 HOUR OVERRIDE SNATCH FOR GENERAL UGH71NG � OF TUlKWLA Ct'rY J FOU I CEl11r M � � 0 l FLOOR PLAN - ELECTRICAL DIMENSION 9Ctz 1 /rat ' --w d' d' IV 24' 32' 1. BALL HOMM SHALL K #SO* fiiSNW RAW 2. BALI. CST iAMM M ft" SUd S AU K 314' 011#ll�SE. 11RAIC7 SMALL SLaffT AN ALIERMAX PWCE 110 IW BASE W 10 UTILIZE SCHEMU 40 PVC �E I mu @T LOCAL CODE 3► NOCEPTICLE'S NOUNIED AT Or SLIM AT +2C A,F.,F. ('TW CAL Fat FOWL u U01 FMAL 10 em ILU AT + r A,FS. (TWr4/IL FOR VW*,E). mom r ' S, DI 0 i � r _AE Orww By O�� A� A' A3j OD Sftb a.�. AS 1101m 0129/o6 ilab NIIL SEPM PERMIT AM 04�7687 E1�2 1 1 - \ 1 1 t 1 ``— •�----------- -- - - -- ------------- - - - -�� 1 00 J 2�31VQ 0 CO - - -=------- - a - 1 C. _ NMI FLOOR SLAB r 3/4 C. FOR SAFE L ow S (3) 1 FOR POVE'R 314 FOR CHIME to I (2) 1 wC. FOR DATA +n I It (2) 1 FOR CCTV 1 *C. TO MAIN TELEPHONE I WMIAL CABINET 7 " 314`Q FOR SAFE J — _ — �.— �..�. -�. - .w".-- �..�.�_.•_�.� +..— �....._. � - �..- .....�..� _+v -�I�� s •+� --�- r�.�.� ..�. - - M T+... +fir•_ � 1e' -• � - �wa - _ �...._� - ..�7�.". —' .f.�..•+w ..."..".��r -"�. ...�P_"�.J�.�R...`�C._+.�. If rA) Dc . _. 5 41 (3) 1 "C. FOR POWER 3 14'C:. FOR CHIME �n I (2) 1'C. FOR DATA �' I (2) 1'C. FOR CCTV 1'C. TO MAIN TELEPHONE TERMINAL CABINET '! 31eC: FOR SAFE 1 vU�7 % \ 26,28 ♦ % -- '216 ♦ 1 / + � i 0 00 t 0 0-j — _- 2 3/4'C:. '_IG__�... a C. N FLOOR SLAB rD — SURFACE MOUNTED • 1 7 BOXES rr 1 r+ 1 ------ -------- --- -- -- -- + 1 3 /4'C~ FOR SAFE i i C;ut ()R /DR 'dr1l J PROCESSING y �J T . w Dc . _. 5 41 (3) 1 "C. FOR POWER 3 14'C:. FOR CHIME �n I (2) 1'C. FOR DATA �' I (2) 1'C. FOR CCTV 1'C. TO MAIN TELEPHONE TERMINAL CABINET '! 31eC: FOR SAFE 1 vU�7 % \ 26,28 ♦ % -- '216 ♦ 1 / + � i 0 00 t 0 0-j — _- 2 3/4'C:. '_IG__�... a C. N FLOOR SLAB rD — SURFACE MOUNTED • 1 7 BOXES rr 1 r+ 1 ------ -------- --- -- -- -- + 1 3 /4'C~ FOR SAFE i i REFER TO SH_ EET _ 1 -2 C � 1 F ' 3 I � 26 L i 3 SEE NOIE i Sl .. 1 1 . 3 1 2d IC IG _ IG SERVICE COUNTER PART PL POWER � SPECIAL SYSTEMI °"'r" t/YftYd a r c r r 3L COMM SHALL E NOUND M SM OF IArL1 we SN KL INS A1 IMO Im ALL 0EVm me sT 11111001111 OOC�M� ERAC? L A 1me 0 fro ON �' d r _ SEE NOTE / 2 NOTE E 1 POWER FLOOR PLAN srAL- VW=V a e 18' 24' PLAN NOTESa I. RACEMY --1 800( Fit WOIAL SEQMTY ICY PAD r1l1 314r OMI/f 110/11 10 i' /r01E I10�F CQ�IC. Z CpOl/T 571 FROM SLAB FOR CHECK-Pa1T SECU01IfY SYS113L N01l1E � ?OEIt PAW LOWED A601� A0- C�1�1�C. CONDUIT Fw01 g1 19a 3 1Elu 1♦-�Q �@TAtiE Fat EIFCwC ORIIER 1�0/�Om 1PM,. Amy IM EQ lB FOR CUCf nerM.. PwQ TO �K 41 OOIdF CA11C 11011( Fat 3030iY MZ1 ICY SW10K 1101�R ON w01T "no SSE 43F 00OR F ROO1 6 mr w INN 10 LIFT 1110 SE OF OOR S dS� OO1W fa 180 W 1 0 CE AIO RlNM MO�011� M COIAIICIIw 10 ARLY CO0 w u Ef SIC '�@IIaE M lMm as YwIIY as B@11aE 1�0� 1. �'a0E 11aM0 1� S�1 ?a1Bt MC'. 32' Ma"I V FLUSH MOUNTED PUSH - BUTTON EQUIVALENT TO GE # PBG81 G1 MOUNTED IN WEATERPROOF AND G ASK ETED ENCLOSURE 4j18& # 1 2 CCuntr : . f W l., , %/ ..r 4 A -20 � 20 - f -� 1 ! E Q wo uJ co 0 CL U CO) >0 z co 0 c J C 0 UJ �Q O� D IL ad o � a J y . w Zo� 4 CClrV L CCTV -1 �a _ 1 � m 4 0- 0 . t 5 5 I c _ REFER TO SH_ EET _ 1 -2 C � 1 F ' 3 I � 26 L i 3 SEE NOIE i Sl .. 1 1 . 3 1 2d IC IG _ IG SERVICE COUNTER PART PL POWER � SPECIAL SYSTEMI °"'r" t/YftYd a r c r r 3L COMM SHALL E NOUND M SM OF IArL1 we SN KL INS A1 IMO Im ALL 0EVm me sT 11111001111 OOC�M� ERAC? L A 1me 0 fro ON �' d r _ SEE NOTE / 2 NOTE E 1 POWER FLOOR PLAN srAL- VW=V a e 18' 24' PLAN NOTESa I. RACEMY --1 800( Fit WOIAL SEQMTY ICY PAD r1l1 314r OMI/f 110/11 10 i' /r01E I10�F CQ�IC. Z CpOl/T 571 FROM SLAB FOR CHECK-Pa1T SECU01IfY SYS113L N01l1E � ?OEIt PAW LOWED A601� A0- C�1�1�C. CONDUIT Fw01 g1 19a 3 1Elu 1♦-�Q �@TAtiE Fat EIFCwC ORIIER 1�0/�Om 1PM,. Amy IM EQ lB FOR CUCf nerM.. PwQ TO �K 41 OOIdF CA11C 11011( Fat 3030iY MZ1 ICY SW10K 1101�R ON w01T "no SSE 43F 00OR F ROO1 6 mr w INN 10 LIFT 1110 SE OF OOR S dS� OO1W fa 180 W 1 0 CE AIO RlNM MO�011� M COIAIICIIw 10 ARLY CO0 w u Ef SIC '�@IIaE M lMm as YwIIY as B@11aE 1�0� 1. �'a0E 11aM0 1� S�1 ?a1Bt MC'. 32' Ma"I V FLUSH MOUNTED PUSH - BUTTON EQUIVALENT TO GE # PBG81 G1 MOUNTED IN WEATERPROOF AND G ASK ETED ENCLOSURE 4j18& # 1 2 CCuntr : . f W l., , %/ ..r 4 A -20 � 20 - f -� 1 ! E Q wo uJ co 0 CL U CO) >0 z co 0 c J C 0 UJ �Q O� D IL ad o � a J y . w Zo� 4 It �a _ a q w � m 4 0- 0 . t I w Runs i ISSUED FOR PERk IT � 06/29/05 30 30 30 30 _ Li �- ' 0 BE E IE. —EXAC � FED Q CffY 0F TUCW" L JUL - 6 2005 !� CENTER 2 MA OVERRIDE SWATCH { FOR SAL LIGHTNG 0 - SEE NOTE 7 i E W 7. RACEWAY 11 01AN1ED KEY SMTCH TO CONIROL CHECK- -POINT SECLNTY SYSTEM. ROUTE SING w COMM" B. fECEPTPAQE AM BODES 9WALLM W*M CONC B I - COL NUR BY ELECwO 000AO�A�E EXACT I OC;A 110, AND coNoulT AOUIMC Vm vw- & ALL LONIM 1NAT W SMALL UUM / 10 AVG ALL IM WMIE INAN 3 SRANM X15 AM 51 WX 11MAi S' SMALL u%J E ; 10 AM ALL " K K INAN 3 B RAMM r 1S AM VAN W SHALL IJ71M f d AM NO i' CHAT. FIO l JM 9lAL,L oo�rt UM 11ww 6 @RANM Ia ALL CONOWT OWED N FLOOR SLAB Sl111LL OE 314C IMC GRADE CON ulT UNLESS SPECEWALL lion orma'lm OQIwtAC1at 3 MML MAIM III Amh& PaE 10 IE wm w 10 0xm SSE 40 PVC INBE I Im Iff QOM COE Ar l � Jai aww BY Ondad MfAb m Sai 0V% AS 10 I Qif1!/bS A6 Ift M Mum / 3380-1 17PI-0 BOA SkIllCE P1101mm 1ECEPO1QF am � 04�7687 QOOC ,IM��ID�K a" � E1 -3 tb EXISTING TRANSFORMER T1 PMI�:L DATA BCHEDU�E PwNEL �� KEY. DEMAND LOAD FLUSH Q JOCATION STAGING AREA L: LIGHTING 21.21 KW SURFACE R: RECEPTACLES SERvICE _ 217 /480V..3Pti..4W. _ CONNECTED LOAD: DEMAND LOAD: 0.00 KW MAIN BRE AKFR _ _ _ _� _ PHAcif A _30.40 KW _24.09 KW M: MOTORS 3.17 _ KW M AI N I UC S ONL Y 200A PHA',E B _ _ 23.65 K 18.28 K P: PANELS 0 - KW NI UTRAL BUS -FULL SIZE ____r PHASE C .___.18.39 Kw _ _ _j 4. - KW T: TRANSFORMERS 32.56 KW GROUND 6JS --YES �- -. _ -- TO1At _. - -12.45 KW �6.54 KW E: EXTRA 0.00 _ KW SHORT CIRCUIT RATING EXISTING RMS SYM AMPS 871 AMPS --58,5 _. AMPS S & X: SPARE & SPACE 0 . KW Nc) TES: PANEL FURNISHED AND INSTALLED BY LANDLORD • DENOTES LOCK -OUT CLIP: 1111 DLNC)TFS GFI BREAKER: •40 DENOTES VIA TIMECLOCK: 140• DENOTES VIA CONTACTOR CIRCUIT USE CONNEC LOAD CCT. NO.-- _ CIRCUIT CIRCUIT BR ER CCT. NO. CONNECTED LOAD CIRCUIT USE A 8 C A 8 C L: SHOW WIN DOW 2.068 1,504 1.504 D 0 0 1 ,330 1 1.871 0 0 0 0 0 1 0 0 0 0 Lo 0 10 0 1 20A -1 P 20A- l P 2 2.436 2.262 1 1 2,590 480 1 J924 1 _ 0 389 1 1389 1 _ 389 2,000 10 10 0 0 10 0 1 1 10 21.700 116.700 1 113.910 L: SALES 2X4 FLUORESCENTS _ L. S DOWNLIGHTS 3 20A -1P 20A -1P 4 L: SALES 2X4 FLUORESCENTS L: SALES DOWNLIGHTS 5 20A -1P 2OA - 1P 6 L: COVE LIGHTS S: SPARE 7 20A - 1P 20A - lP� 8 L: COVE LIGHTS S: SPARE 9 20A - 111P 20A - lP 10 L: STOCK ROOM LTG S: SP 11 20A -1 P 2OA -1 P 12 S: SPARE L: EM/ NIGHT LIGHTING • 13 20A -11P 20A -3P 14 M: EF - (BY LANDLORD EM/ NIGHT LIGHTING • 15 20A - 1 P 20A -1 P 16 M: � L: S: SPA 17 20A - 20A -1P 18 M; S: SPARE 19 20A - P 2OA - P 20 M: CABINET HEATER CUH -1 S: SPARE 21 20A -1P 1, 20A -1P 22 S: SPARE S: SPAR 23 20A -1P 20A -1P 24 S: SPARE S: 25 20A -1P 20A -lP 26 X: SPACE _SPARE S. SPARE 27 20A -1P 20A -lP 28 X. SPACE S: SPARE 29 20A - 1 P 20A - 1 P 30 X: SPACE X: SPACE 31 20A -11? 20A -1P 32 X: SPACE X: SPACE 33 20A -1P 20A -1P 34 X: SPACE X: SPACE 35 20A -1P 20A -lP 36 X: SPACE X: SPACE 37 20A -1P 100A -3P 38 T: TRANSF -T2 (_C_ X: SPACE 39 20A - 1P 20A -lP 40 T: X: SPACE 41 20A ::IP 1 20A - P 42 T: SUB TOTAL L3.391S 1 3.3/, 1 1,004 1 LZ /,u07 1 ZU.Z /o I 1 b.0aw ) SUB TOTAL P/IIL DATA P� c __ KEY: DEMAND LOAD: FLUSH El LOCATION STAGING_ABEA.. L: LIGHTING 0.00_ KW SURFACE � SERVICE __120f2Q8V __ CONNECTED LOAD: DEMAND LOAD: R: RECEPTACLES 15.08 KW MAIN BREAKER __2QOA - _ _. __ PHASE A ___ 2 1. 74_- KW 1.3.81 __ KW M: MOTORS 0. ___ KW MAIN LUGS ONLY PHASE B KW 9.69_._ KW P: PANELS 17. __ KW NEUTRAL BUS _FULL SIZE ___ PHASE C 13.91 KW x,06 __ KW T: TRANSFORMERS 0 - 00 KW GROUND BUS _ S - __. _ _ TOTAL 52.31 KW .U. 56 - _ l<W E: EXTRA 0.00 _ KW SHORT CIRCUIT RATING EXISTING -- RMS SYM AMPS __ 1_ ` 2 AMPS --9D,4- ___ AMPS S & X: SPARE & SPACE 000 ___ KW NOTES: PANEL FURNISHED AND INSTALLED BY LANDLORD ' DENOTES LOCK -OUT CLIP: *• DENOTES GFI BREAKER: 4 . 4 DENOTES VIA TIMECLOCK: DENOTES VIA CONTACTOR CIRCUIT USE CONNECTED LOAD CCT NO. CIRCUIT BREAKER CIRCUIT BREAKER CCT. NO. CONNECTED LOAD CIRCUIT USE A 8 C A B C R: SERVICE DESK 0 400 _ 800 B00 400 0 10 600 400 1,000 800 1.500 1 10 600 600 10 0 10 10 11,800 1 7.800 � 6 - jl 0 1 20A -lP 20A -1P 2 1,200 1,200 11.200 1.000 1 200 10 1,500 11.500 1.500 1.500 10 10 1.100 1 11 .100 11.100 0 18010 800 800 1800 1 800 R: HAIR DRYER RECEPTACLES R: SERVICE DESK • 3 20A -1P 20A -lP 4 R: HAIR DRYER RECEPTACLES R: SERVICE DESK • 5 20A - 1P 1 20A - 1P 6 R: HAIR DRYER RECEPTACLES R: SERVICE DESK • 7 20A -lP 20A -lP 8 R: SHAMPOO OUTLETS S: SPARE 9 20A - lP 20A -lP 10 R: HAIR COLOR COMPUTER S: SPARE ll 20A -lP 20A -lP 12 S.- SPARE R: ELECTRIC WATER COOLER 13 20A -lP 20A -1P 14 R: SALON STATION R: TOILET OUTLETS 15 20A -1 P 20A -1 P 16 R: SALON STATION R: COLUMN OUTLETS 17 20A - 1P 20A -1P 18 R: SALON STATION R: U/C REFRIGERATOR 19 20A -11P 20A -lP 20 R: SALON STATION R: COFFEE MAKER 21 20A -lP 20A -11P 22 S. SPARE S: SPARE 23 20A -1P 20A -lP 24 S: SPARE R: SKIN CARE OUTLETS 25 20A -1P 20A -lP 26 R: HAIR DRYER R: SKIN CARE OUTLETS 27 1 20A -1P 20A -1P 28 R: HAIR DRYER S: SPARE 29 20A - lP 20A - lP 30 R: HAIR DRYER S: SPARE 31 20A -lP 20A -lP 32 S, SPARE S: SPARE 33 20A -11P 20A -lP 34 R: HAIR COLORING S: SPARE 35 20A -1P 20A -lP 36 R: HAIR COLORING P: PANEL _D_ 37 10OA - 3P 20A - lP 38 R. HAIR COLORING P: 39 20A - P 20A -lP 40 R: HAIR COLORING P: 41 20A -1 P 1 20A - P 1 42 R: HAIR COLORING SUB TOTAL 1 14,600 _ f _ 11.100 15,510 j 1 7 1 5.11500 15- 1 SUB TOTAL Pte. DATA Bp DICE 20A -lP PAID. �D. 200 1,000 KEY: DEMAND LOAD: FLUSH cl LOCATION AREA 13 20A - 1P 20A - 1P L: LIGHTING 3 KW SURFACE 0 - STAGING - SERVICE 120.,[2QAV.. -4W_ 3OA -3P CONNECTED LOAD: DEMAND LOAD: R: RECEPTACLES 13.03 Kw M BREAKER PHASE A 11. 80 Kw ___EL0_7 Kw M: MOTORS 45__ K W MAIN LUGS ONLY PHASE B 7.80 KW 4 52 KW P: PANELS 0 KW NEUTRAL BUS _F Sl PHASE C 6.71 ____ KW 4.88 KW T: TRANSFORMERS 00 0 _ -- KW GROUND Bus _YES TOTAL _ 26.31 -_ KW 1 I(* E: EXTRA 0_00 _ KW SHORT CIRCUIT RATING EXISTING _ RMS S YM AMPS 73.0_. AM �4 5 AMPS S do X: SPARE & SPACE 0 .0 0 KW NOTES: PANEL FURNISHED AND INSTALLED BY LANDLORD • DENOTES LOCK -OUT CLIP. 11 . OENCTES GFI BREAKER. ••• DENOTES VIA T •••• DENOTES VIA CONTACTOR C USc CO'vNECTEi LOAD CCT. CIRCUIT CIRCUIT CCT. CONNECTED LOAD A 8 C NO. BREAKER BREAKER N O. A 8 C 9 20A -lP 20A -lP 10 200 1,000 t 1 20A -lP 20A -lP 12 13 20A - 1P 20A - 1P 14 U pA , DATA -I ; PAa MDP KEY: DEMAND LOAD, FLUSH [) LOCATION . STAGING AREA ___ L: I IGH TING 0.00 Kw SURFACE SERVICE _.277/480V..WK.4W. _ CONNECTED LOAD: DEMAND LOAD: R RECEPTACLES 0.00 Kw MAIN BREAKER ________ PHASE A 34.30 KW a34.21 -Kw M: MOTORS 78 34 Kyy MAIN LUGS ONLY 200A PHASE B _36 KW __._ -3 . KW P: PANELS 0.00 - KW NEUTRAL BUS -FULL SIZE _ PHASE C 36.22 Kw ___-.a _ KW T TRANSFORMERS 25 KW GROUND BUS -_YES ____ TOTAL .__107.13 KW ____104.28 KW E: EXTRA 0.00 - KW SHORT CIRCUIT RATING EXISTING RMS SYM AMPS 12.89 AMPS ____125 -AMPS S & x: SPARE &SPACE 0.00 -KW NOTES: PANEL FURNISHED AND INSTALLED BY LANDLORD ' DENOTES LOCK -OUT CLIP: 1111 DENOTES GFI BREAKER: i DENOTES VIA TIMECLOCK: 0440 DENOTES VIA CONTACTOR CIRCUIT USE _ CONNECTED LOAD CCT. NO. CIRCUIT BREAKER CIRCUIT BREAKER CCT. NO. CONNECTED LOAD CIRCUIT USE _ A B C A B C M: RTU -1 BY LANDLORD) 6.528 6,528 1 6.528 6.528 6.528 +6.528 0 0 0 0 0 0 0 t o 0 0 0 0 0 0 0 1 30A -3P 3OA -3P 2 6,528 _ 6,528 16,528 6.528 6,528 6, 528 0 1 10 0 10 �1 0 0 0 0 0 0 10 8.192 110.490 1 110.110 M: RTU -2 (BY LANDLORD) M: 3 20A -1 P 20A -1 P 4 M: M: 5 20A- l P 20A -1 P 6 M: M: RTU -3 (8Y LANDLORD) 7 3O -3P 3O -3P 8 M: RTU -4 (BY LANDLORD) M: 9 2DA -1P 20A -11P 10 M: M: 11 20A - lP 20A - lP 12 M: S: SPARE 13 20A -1 P 20A - P 14 S: SPARE S: SPARE 15 20A -1 P 20A - P 16 S: SPARE S. SPARE 17 20A -1 P 20A- l P 18 S: SPARE X: SPACE 19 20A -1 P 20A -1 P 20 X: SPACE X: SPACE 21 20A -1 P 20A - P 22 X. SPACE X: SPACE 23 20A - P 20A-1P 2 4 X: SPACE X: SPACE 25 20A -1 P 20A- l P 26 X: SPACE - X: SPACE 27 20A -1 P 20A -1 P 28 X: SPACE X: SPACE 29 20A -1 P 20A -1 P 30 X: SPACE X: SPACE 31 20A -1 P 20A -1 P 32 X: SPACE X: SPACE 33 20A - P 20A-1P 34 X: SPACE X: SPACE 35 20A -1 P 20A -1 P 36 X: SPACE X: SPACE 37 20A - P 70A -3P 38 T: TRANSF- Tl (_B_) X: SPACE 39 20A - P 20A - P 40 T: X. SPACE 41 20A -1 P 20A -1 P 42 1 T: j SUB TOTAL 1 13.056 1 13.056 1 13,056 ) 1 21,248 123.546 123.166 1 SUB TOTAL ROOF TOP UNITS, ROOF RECEPTACLES, DUCT MOUNTED SMOKE DETECTORS AND EXHAUST FAN EF -1 ARE BY LANDLORD. CONTRACTOR SHALL VERIFY EXACT LOADS IN FIELD AND UPDATE AS BUILT DRAVANGS ACCORDINGLY. EXHAUST FAN EF -1 SHALL BE INTERLOCKED MATH ROOFTOP UNIT RTU -1 BY LANDLORD PIi11 L DATA BCHEDUl.�E & 8,,,_, KEY: DEMAND LOAD: FLUSH ❑ Pwl LOCATION STAGING AREA . L: LIGH TING 8.08 Kw SURFACE � CONNECTED LOAD: DEMAND LOAD: 8.70 _ KW SER�,ICE _ . _12L1�208Y..3P_H..416f�___ R: RECEPTACLES _ MAIN BREAKER .- _150A -3e _ PHASE A -_&a __ KW 8.1� __ KW M: MOTORS 0 00 __ KW MAIN LUGS ONLY PHASE 8 ___ _ 10.49 KW 8.82__ KW P: PANELS 0_00 KW NEUTRAL BUS --FULL-SIZE _ PHASE C 1 0• 11 _ KW 9. Kw T: TRANSFORMERS 0.00 KW GROUND BUS __YES__ - TOTAL 28..79_ KW 2514____ KW E: TRACK LIGHTING 9: _ KW SHORT CIRCUIT RATING EXISTING --- RMS SYM AMPS 79.9 _ AMPS 7 2.0 AMPS S & X: SPARE & SPACE 0.00_ _ KW NOTES: PANEL FURNISHED AND INSTALLED BY LANDLORD • DENOTES LOCK -OUT CLIP: 1111 DENOTES GFI BREAKER: * VIA TIMECLOCK. 1 000 DENOTES VIA CONTACTOR CIRCUIT USE CONNECTED LOAD CCT. N0. CIRCUIT BREAKER CIRCUIT BREAKER CCT. NO. CONNECTED LOAD CIRCUIT USE A 8 C A B C E: SALES TRACK LIGHTING 525 525 525 450 525 525 500 L550 375 1.062 11,000 1.000 0 800 1800 1.080 1.140 1 1.185 0 1 1.200 1 800 1 20A -lP 20A -lP 2 800 800 1800 800 800 1800 800 1 800 1 1 400 800 800 1 1800 600 11.200 11.000 525 225 1600 1 250 125 500 R: GONDOLA OUTLETS E: SALES TRACK LIGHTING 3 20A -1 P 20A -1 P 4 R: GONDOLA OUTLETS E: SALES TRACK LIGHTING 5 20A- l P 20A -1 P 6 R: GONDOLA OU TLETS E: SALES TRACK LIGHTING 7 20A -lP 20A -1P 8 R: GONDOLA OUTLETS E: SALES TRACK UGHTING 9 2DA -1P 20A -11P 10 R: GONDOLA OUTLETS E. SALES TRACK UGHTING 11 20A - lP 20A - lP 12 R: GONDOLA OUTLETS E: SALES TRACK LIGHTING 13 20A -1P 20A -lP 14 R: GONDOLA OUTLETS E: SALES TRACK UGHTING 15 20A -1P 20A -lP 16 R: GONDOLA OUTLETS E: SALES TRACK LIGHTING 17 20A -lP 20A -11P 18 R: GONDOLA OUTLETS L• TOILET/ CORR./ SKIN 19 20A- l P 20A - 1 P 20 R: GONDOLA OUTLETS L: CASEWORK LIGHTING 21 20A -lP 20A -lP 22 R: GONDOLA OUTLETS L: CASEWORK LIGHTING 23 20A - 1P 20A - 2P 24 R: GONDOLA OUTLETS S: SPARE 25 20A -1 P 20A -1 P 26 E: SALES TRACK LIGH TING R: CASE WORK RECEPTACLES 27 20A -11P 20A - lP 28 R: SHOW WINDOW RECEPTACLES R: CASE WORK RECEPTACLES 29 20A -lP 20A -lP 30 R: SHOW WINDOW RECEPTACLES L: SKIN CARE 31 20A - P 20A - P 32 E: SALES TRACK UGH TING L- SKIN CARE 33 20A - P 20A - P 34 E: SALES TRACK LIGHTING L SKIN CARE/TOILETS LIGHTING 35 20A -lP 20A -lP 36 E: SALES TRACK LIGHTING S: SPARE 37 20A -lP 20A -lP 38 E: ACCENT LIGHTING R: GONDOLA OU TILE TS 39 20A - P 20A - P 40 E: SALES TRACK UGHTING R: GONDOLA OUTLETS 41 20A -1 P 20A -1 P 42 1 E. SALES TRACK UGHTING SUB TOTAL L-2-0" I R•Iw I Z,clu I S SPARE GRCUIT USE R: CONCEIRGE OUTLETS R: CONTACTOR CONTROL R: BURGLAR ALARM SYSTEM R: TELEPHONE SYSTEM • R: HVAC CONTROL TRANS. ` S: SPARE M: EF -1 (BY LANDLORD) S SPARE COMPU Oil TLE T • O 800 15 1 ZOA -1P 2OA - P ZOA -1P ' 16 a . O OFFICE OUTLETS 9 S. SPARE R: OF FICE OU TLE TS 3 20A - P 40C 17 caa 20A - P Deft 20A - P i s ja � 1 1.200 5 L.: EXTERIOR SIGNS R: CONVENIENCE OUTLETS r 800 600 R: OFFICE OUTLETS 20A - 1P 7 20A - iP 20 1,200 1 L EXTERIOR SIGNS 1111 R: CONVENIENCE OU TLETS i 800 : 2' 20A - 11P 20A - 1P 22 10 S. SPARE R: WASHER 1.200 ^3 20A -iP 2OA - 1P c4 0 S. SPARE R: ELECTRICAL DRYER 2.200 30A -2P 20A -1P 25 ;400 R: SERVICE DESK R: 2.200 ; 2' j 20A -1 P 26 ; 200 R. , SERVICE DESK R: SECURITY POSER P ACE( • 200 I 2y 2C11 - 1P 20 - 1P 3� ' 400 R: CCTV AT SERVICE DESK R: Or�K # 800 ?' 2bA -1P 20A - 1P 32 ; 0 S: SPARE S: S A RE 0 2CA -1 P 20A -1 P 3 4 200 ; R: HOT WA TER CONTROL CCT. S. SP A 35 ; 20A-11P 23A-1P 3E 450 M: HOT WA TER RECIRC. PUMP i R - H ANC AND +r AI` 8 AR ' . 000 T 20A - l P 2CA - I P -•8 : 1.200 '. R: REFRIGER A TOR R h A.4- AND IN+WL 8 AR i 1.000 ' _ ~ 2DA -1 P 20A - P 4., 1.200 i R IrICR0111r VE S: SPARE 3 1 s 2OA - 1 P 20A 4 - * 1.200 R: COUN TER OU TIE T 6.6JC .5.800 2.8160 5.200 a. .2-000 3.850 ~ S d ' C ' A R: OFFICE OUTLETS 1600 R: DOOR BELL REC. . 340 R: EMPLOYEE T*XCLOCK 200 R: COMPU Oil TLE T • f" 800 V! 1 20 A - 1 P 2OA - P 2 1.000 a . R: OFFICE OUTLETS 9 � 1.200 � 3 20A - P 20A - P 4 caa 1 200 Deft R. SECURITY OUTLET ja � 1 720 5 20A -lP 20A -1P 6 600 R: OFFICE OUTLETS 800 7 1 20A - P 20A - P B i 400 &4W OF SIX SM 1 1311 In com7m cmcuT5 31 14.D /, 14. /'U 1 4. VW I SUB TOTAL ' 10z& PART PLAN - UGH TNVG I. � �� nec� ceuc wow � ou�cr �oaaioN as �u scmr: ��r ,•-.ar X xi uwr 91001 • 3Mu K I w ua= wimI v K ar � i ALL uXNrt wc sMM ( s ) swi E I W uMM UlMi DIVINE 46 ,111E 1=R iRwWS 2101M ( s ) lMIL E 1ME 'L' ULESS 110 � ..� �� y�....�..�.. _.._._r �- ,�•,�. r .,._..�.:^� .-- p•.+•.�s ...��'.'.r..�.. -.� _ .�..��.�..a.f'^+^� .. ... •� w¢ 1.�- ..�.1..�� _►• ++.•wll..-.�br- ..�+. -. �. �.. �...�..- ...�'a...rril - ...- .�- 1� _w� .�...- �.�.��_ L"TON # wn o -10y11 mcA1icEsce I r OVER em 9Ef WIT ! El-2 -TVK N FticTtJRE AM NSTALLID 8Y ILL iK MDIM im m 10 Fly am momew SONUM 46. pa"Tam Q F-- vm ui f" a � r V! 46 CtTY OF TUKVh.A 0 wW U Q"1 a . 0' Z 9 � t I � c Z Ulf caa I. Deft }3 a"j" ja � Q3� W I- � CL (L 1- 0-Wons 4a q6 40 J a � r V! 46 CtTY OF TUKVh.A 0 t O O PENVIGBOER a . . Z 9 t I � c omm e 1- 0-Wons A ISStJED FOR PERMIT 06/29/05 0 0 '� CtTY OF TUKVh.A 0 J U G- 6 2005 O PENVIGBOER % lb DI WIN SAL t I omm e I. Deft AS lam a"j" ja � 04�7687 E1�4 a^►- �._ .�+�_. .wr. -_ �� _� ...rwr --•.rte s r � � fe tb e 46 SYST SP LIS T SYMBOL DESCRIPTION Q 'SiOURi MONITOR - FURNISHED AN D _INSTA BY CCTV VE NDOR A AEI HEAD END SYSTEM LOCATED IN MANAGERS OFFICE =WD CATION INSTALLED By'SOUND VENDOR Q SAFE BOX _ BURGLAR ALARM 1 BACK DOOR ALARI„I JVC STAND ALONE DESKTOP SYSTEM FU AND INSTALLED B y SOU VENDOR ® CHIME PUSH BUTTON. SEE HARING DI AGRAM FOR CONNECTION vERIFY LOCATION IN FIELD WITH G.C. FURNISHED AND INSTALLED BY SOUND VENDOR HEAD END FOR CCTV SYSTEM FURNISHED AND INSTALLED BY CCTV VENDOR O SPEAKERS FLUSH MOUNT SEE HARING DIAGRAM FOR TAP SETTINGS FURNISHED AND INSTALL BY SOUND _VENDOR O VOLUME CONTROL, SNATCH FURNISHED AND INSTALLED BY SOUND VENDOR. E.C. TO PROVIDE 1900 BOX AND SINGLE GANG TRIM PLATE. - TELEPHONE OUTLET. E.C. TO PROVIDE BACKBOX AND PLASTER TRIM RING. JACKS AND DEVICES BY TELEPHONE DATA SYSTEM VENDOR. DATA OUTLET, E.C. TO PROVIDE BACXBO AND PLASTER TRIM RING. JACKS AND DEVICES BY TELEPHONE DATA SYSTEM VENDOR. FIRE M VISUAL DEVICE TIED TO LANDLORD FIRE ALARM CONTROL. PANEL (75 cd)D DENOTE CANDELA RATING A FIRE ALARM AUDIBLE/VISUAL DEVICE TIED TO LANDLORD FIRE ALARM CONTROL PANEL (110 Cd) DENOTE CANDELA RATING FIRE ALARM PULL STAnON TIED TO LANDLORD FIRE ALARM CONTROL PANEL ® FIRE ALARM ANNUNCIA PANEL ® EXTERIOR STROBE LIGHT DUCT MOUNTED SMOKE DETECTOR TIED TO LANDLORD FIRE ALARM CONTROL PANEL REMOTE MOUNTED TEST /INDICATOR STATION FOR DUCT MOUNTED DETECTORS WF >< WATER FLOW SNATCH TS TAMPER SNATCH VENDORS /SUPPLIERS TO ULTA STORE VENDOR COMPANY NAME CONTACT PHONE # ITEMS TO BE FURNISHED MUZAK KELLY CARPENTER (630) 782 -61100 MUSIC SYSTEM COMM -WORKS DARREN PETERSON (763) 852 -3169 TELEPHONE/DATA SYSTEM ULTAS' REPRESENTATIVE D01NIrI K AR'C�R CELL (706)97 - 5607 CONTACT FOR SECURITY S JOHN LESLIE CELL (815)370 -6075 B.A.S. DISH FURNISHED. INSTALLED AND VIREO BY VENDOR GROUND PER NEC 2 CONDUCTOR 18 AWG CABLE TO VOLUME BY VENDOR CONTROLS —, 5109 i 5107 � 51ob —�- 5103 S110 �St S S�-S1 (s')-St �Stl 1900 BOX WITH TWO GANG PLASTER RING hm Edo POWER PACK IN CEILING SPACE-----o D -29 --- Oki TLE T MATH DEDICATED CIRCUIT 3/4 "C. MA TH 1 / 16 TWISTED PAIR ALIGN wn+ 000R FRAME NO SCALE EAS NOTES: 1. PROVIDE 10' SLACK CABLE AT EACH END FOR TERMINATION BY EAS VENOM. M r SLOT STYLE KEY SWITCH j HUBBELL / HBL -1221 K OR APPROVED EQUIPMENT TELEPHONE PLYWOOD BACKBOARD %�'%-- FROM PHONE PANEL. PAGE OUT i Mf rJ - S107 i 1 S - Q W ca _ 3/ tNA WITH 1 16 A WG o /� 10 `� TWISTED PAIR INSTALLED H - S105 BETWEEN ANTENNAS. A 9 a CONDUCTOR CABLE SHALL g Irf�r BE FURNISHED AND ; �, --- - 4 - 1 t S ,� — f �` 111 1111 J -. - INSTALLED BY EAS VENDOR - _ 5 co 108 _ _ (( ' • �, 1 1 TO ADDITIONAL CAMERAS BY CCTV VENDOR CCTV CABLING BY CCTV VENDOR EAS CHECKPOINT SYSTEM RISER Fj Ll 0 `% L CAMERA (TYPICAL) �--*—SECURITY MONITOR BY CCTV VENDOR fr S7 D2 01 cloo Tl o1- - 314' CON1DtXT 2 CONDUCTOR 18 AWG CABLE BY VENDOR T102 TTC +48' +76' J F.F J A.F-F. 2 CONDUCTOR 1AATH SHIELD DPI / 20AWP R Eaan�ER BY VENDOR CI�IIE RELJ1 MOH AIR' ys7EM W ILO SCALE /— FOR CCN HEAD END ! EWIPAdENT 6 "X12` JUNCTION BOX WITH (4) 1' CONDUITS STUBBED 6' ABOVE CEILING CCTV CAMERA WIRING CAMERA MIRING FURNISHED AND INSTALLED BY CCTV VENDOR ACCESSIBLE CEILING Of I I IJ Dm OF f 1( _ 1 I EAS SYSTEM ANTENNA TO PHONE PANEL MOH - ANTENNA TO BE 03 �� +tea r t �� ROUTED TO FLOOR BY S T. )� .k V 5_4 V SECURITY SYSTEM VENDOR -- S110 - (TYPICAL FOR 2) t , s 14 c - J I 0 < (a H AMPU [ Lu6 - - S S l a� R I _ L - =-� - = = �. _ - __ - i - - - - t t c!) 0 s ". 11, E - 0 I SALO I I 3 : 0 =J j >= J I , � CL u 0) C ACCESSIBLE CEIUNG J , -- - - -- 1 STUBBED INTO COUNTER FOR CCTV CABLING - y --- --- .... -__ -_- ___-- -____- _ -_ __ _—___ _ -_' _ -__- _ -_____ _ -_ _... _ ` 00 co BY CCTV VENDOR - -- - - - -_ _ ___ _ - _ -- -- - -- • , 3/4' CONDUIT _ 1 Z 40 • o FLOOR FOR CHIME ' _ __� I 0 3 0 S t _ DIAGRAM ' f _ . ._ NO SCALE MY 1 • REFER TO CCTV vEmm DRAww= FOR EXACT LocATION OF ALL EQUIPMENT. WEATHER HEAD BY ELECTRICAL CONTRACTOR RG59 VIDEO COAX BY VENDOR --- # i - 1 C. ROUTED IN 0 s BASE OF MLLWORK S t ch. °o `� r - - f ' + ._r � -- -..►r � - � f I /•' • y am ' j ' - + � �,..:.... 3/4' EMT MATH 1 / 16 AWG ! ' -;' 7US7ED PAIR. A 9 CONDUCTOR i CABLE WILL BE FURMSHED AND INSTALLED BY Rs�ons EAS VENDOR A06/29/05 ISSUED FOR PERMIT S s _ EAS SYSTEM ANTENNA TO ADDITIONAL SPEAKERS ON SALES FLOOR ZONE 1. ! i `' • - Q BY VENDOR i Q ♦ +-mow __ K � OF TUr;WB,A TO AM 11ONAL SPEAKERS - - - - - — - - _ - -_- ; �,r-- - s �J ON SALES FLOOR ZONE 2 � J. u U U L Fri BY VENDOR ' 1 PACK N CELM 3/4' CONDIAT FROM SERVICE DESK TO CEILING SPACE CHIVE PUSHBUTTON (TYPICAL FOR 5) ELECTRICAL CONTRACTOR TO PROVIDE 1900 BOX 1MTH SNGLE GANG TRIM PLATE. DIAGRAM PENATCOM 314'C. NTH 1 -16 AWG i ALIGN NA TH A CE1lING TrMSTED PAN CABLE � 0 'DOOR FRAME DI FLOOR PLAN -LO VOLTAGE 2 CONDUCTOR 18 AVG CABLE PR01IDE 101FT OF SLACK CABLE AT EACH CFA LOCATION WII vi r=t' - 0r 0� 8' ur 24' 32" HELL I. ALL OAT IMO BACK a0olE5 SIIIILI K AND MSTAl1ED By EIEcWWCAL ALL AND - JiN1A M SAML K MO 6 XU ED @T MTV% 901A0 MOM 3- owl%a A 142F VOLUME STASIS SHALL LL K BY 9aAi1 SYS ' 1 VIN IM PA0110E SINGLE C" AIN.IQKO M 3/4r �T M� A�OCE59�E CELM SpAI.. IRING ,J r SATE ps"'T Of �Ac ss AL v OD SIO�11� O�AIR AS NO= 0"I" 044�7687 E2�1 �BR � r _.-rr - r � - _�.+.� �+ �� ._ �..• -.�- �. �� ._/.`_Y�+� -. _�• !• _i +...► ��/r w., -..•'� �_- �� _� -_. � _. r.Yil +w ..il�� -��+ �+__11�rr • y ST F F' 3/4 CONO UIT - FOR , CHIME _ g g q S g I 3 CO 017` FOR - -- f � � C A 40 •r ` •• (2)1" CONDUIT (TIME ROUTED IN % T � _. � � ` ;� � b • •� FOR CCTV BASE OF MI LW�ORK 1 STUBBED INTO COUNTER FOR CCTV CABLING - y --- --- .... -__ -_- ___-- -____- _ -_ __ _—___ _ -_' _ -__- _ -_____ _ -_ _... _ ` 00 co BY CCTV VENDOR - -- - - - -_ _ ___ _ - _ -- -- - -- • , 3/4' CONDUIT _ 1 Z 40 • o FLOOR FOR CHIME ' _ __� I 0 3 0 S t _ DIAGRAM ' f _ . ._ NO SCALE MY 1 • REFER TO CCTV vEmm DRAww= FOR EXACT LocATION OF ALL EQUIPMENT. WEATHER HEAD BY ELECTRICAL CONTRACTOR RG59 VIDEO COAX BY VENDOR --- # i - 1 C. ROUTED IN 0 s BASE OF MLLWORK S t ch. °o `� r - - f ' + ._r � -- -..►r � - � f I /•' • y am ' j ' - + � �,..:.... 3/4' EMT MATH 1 / 16 AWG ! ' -;' 7US7ED PAIR. A 9 CONDUCTOR i CABLE WILL BE FURMSHED AND INSTALLED BY Rs�ons EAS VENDOR A06/29/05 ISSUED FOR PERMIT S s _ EAS SYSTEM ANTENNA TO ADDITIONAL SPEAKERS ON SALES FLOOR ZONE 1. ! i `' • - Q BY VENDOR i Q ♦ +-mow __ K � OF TUr;WB,A TO AM 11ONAL SPEAKERS - - - - - — - - _ - -_- ; �,r-- - s �J ON SALES FLOOR ZONE 2 � J. u U U L Fri BY VENDOR ' 1 PACK N CELM 3/4' CONDIAT FROM SERVICE DESK TO CEILING SPACE CHIVE PUSHBUTTON (TYPICAL FOR 5) ELECTRICAL CONTRACTOR TO PROVIDE 1900 BOX 1MTH SNGLE GANG TRIM PLATE. DIAGRAM PENATCOM 314'C. NTH 1 -16 AWG i ALIGN NA TH A CE1lING TrMSTED PAN CABLE � 0 'DOOR FRAME DI FLOOR PLAN -LO VOLTAGE 2 CONDUCTOR 18 AVG CABLE PR01IDE 101FT OF SLACK CABLE AT EACH CFA LOCATION WII vi r=t' - 0r 0� 8' ur 24' 32" HELL I. ALL OAT IMO BACK a0olE5 SIIIILI K AND MSTAl1ED By EIEcWWCAL ALL AND - JiN1A M SAML K MO 6 XU ED @T MTV% 901A0 MOM 3- owl%a A 142F VOLUME STASIS SHALL LL K BY 9aAi1 SYS ' 1 VIN IM PA0110E SINGLE C" AIN.IQKO M 3/4r �T M� A�OCE59�E CELM SpAI.. IRING ,J r SATE ps"'T Of �Ac ss AL v OD SIO�11� O�AIR AS NO= 0"I" 044�7687 E2�1 �BR � r _.-rr - r � - _�.+.� �+ �� ._ �..• -.�- �. �� ._/.`_Y�+� -. _�• !• _i +...► ��/r w., -..•'� �_- �� _� -_. � _. r.Yil +w ..il�� -��+ �+__11�rr • y ST F F' ROOF o� � n � � SS2 o� 1 � SEE # 552 �, -, n # SS2 3 /4' CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE ALAW T CONIM D OO�OIt +54' � c0) PANEL SEE SEE J JUNCTION BOX AT SAFE NOTE NOTE + SS4 IF Sm FINISHED FLOOR D -6 SECURITY SYSTEM WIRING DIAGRAM ND SCALE SECURITY S YSTEM N o_ SS1. PROVIDE DOUBLE GANG BOX AND TRIM RING AND 3/4' CONDUIT STUB INTO ,ACCESSIBLE CEILING SPACE AT FRONT DOOR. WIRING, 7ERIMA711ONS„ FURNISHING, AND INSTALLA71ON OF ALL BURGLAR ALARM OEIACES SHALL BE BY BURGLAR ALARM VENDOR. SS2. PROVIDE CONDUIT FROM DOOR FRAME TO ACCESSIBLE CEILING SPACE FOR DOOR CONTACTS AT EACH EMERGENCY EXIT DOOR. SS& ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKBOXES, TRIM R1NGS. CONDUTS AND BUSHINGS FOR BURGLAR ALARM SYS7EIL SS4. PROVIDE DOUBLE GANG BOX AND TRIM RING AND 314' CONDUIT STUB INTO ,ACCESSIBLE CEILING SPACE AT RIGHT SIDE OF REAR DOOR. , oc- i c � SEE 1407E f SS2 +24 A.F.F 1 _ - f.-• -- SEE NOTE � SS2 , J f if n f F �(E ; ; t ' - X227 X227 !Of ' L+12* A.F.F. TELEPHONE - ' SEE NOTE - BACKWARD , f ; i 51 f • .. SS4 I +12 A.P. I _ • _ _ __. SEE SHEET / Et -2 IWORMA71ON �,11? t' h li„ r ` J(225 7— I _ i _ I -1 ` I " i F 2 1" CONDUITS OR TELEPHONE � ' .� . - - ---� , �..l:JL�• - _• � : , i AND DATA V::4 _ I i L __ _ Y _ _ __ ___- - _ -•__ - - _ _ ' +34' A.F.F. HORIZONTAL - _ +36 "A.F.F. /y - =i MOUNT ' - - - - - -, _- , - - --- -- -- ' 3 /eC. FOR JUNCTM BOX -- 1 CONDUIT FOR ! SAFE RING FLUSH IN FLOOR a -- WI sL I a TELEPHONE AND - - • BY OTHERS) - � _ -.. _ _ - i DATA WIRING i I C. FOR VOICE/ 1, >. R� I c j i,D - -� - - - -- - 6 t w X2 } __ j - - -. -__. �_ f__ -.__� _.� _--. —"_`; - -- - --- • -fit. . - -- -- - S ^ :.. E • - `' - i '/• , \ ; -• - -•- -.._ - --- - 1 , i t Cr (1) CAT 5 CABLE TO OPTIONAL REGISTER 6 AND (1) CAT 5 CABLE TO OPTIONAL CAFE — {2) 4 PAIR CAT 3 PHONE CABLES 3/4' CONDU! T STUOI ED INTO ACCESSIBLE CEILING SPACE FOI TELEPHONE WARM -+- PLYWOOD BACKBOARD BY ELECTRICAL CONTRACTOR NORSTAR IKSU HEAD END BY i PHONE N ONDOR DOUBLE DUPLEX I'SOL.A7ED GROUND RECEPTACLES NTH (3) CAT 5 CABLES TO OFFICE (5) CAT 5 CABLES REGISTERS 1,2,3.4 AND 5 (4) CAT 5 CABLES f ROOF ,ACCESSIBLE CEIUNG SPACE (2) 4 PAIR 3/4' CONDUIT VATH CAT 3 (1) 4 PAIR CAT 3 PHONE C ABLE S PHONE CABLE TO To PLYWOOD PLYWOOD BACKGROUND B ACKWARD 3/4' CONWT STUB 1 ` COwliuiT STUB OEDICG1lED C11ROl1T r �'1/s1G�?iD D-8 � j� Z� �:� � i� �!� PATCH PA1Q FOR PgOE. ELE55► � FAX. P'06. CREDIT GWD NO OFFICE am aF10E OPTADWKZ1RM" • 1 r � (Z) (Z) (Z) +54' CREDIT CARD 7ELESHIP STOCK BREAK X227 ROOM 80011 X227 X225 1 CONDUIT S7W WTH rz 4 PAIR CABLES AN (3) CAT 5 DATA CUES V �a ICL 0 e 0 a w z w 4c � 3 a c� C r. co �3� O mgj Z D IL im U. < SEE NOTE 4 SS1 ! +12 A.P. I _ • _ _ __. SEE SHEET / Et -2 IWORMA71ON �,11? t' h li„ r ` J(225 7— I _ i _ I -1 ` I " i F 2 1" CONDUITS OR TELEPHONE � ' .� . - - ---� , �..l:JL�• - _• � : , i AND DATA V::4 _ I i L __ _ Y _ _ __ ___- - _ -•__ - - _ _ ' +34' A.F.F. HORIZONTAL - _ +36 "A.F.F. /y - =i MOUNT ' - - - - - -, _- , - - --- -- -- ' 3 /eC. FOR JUNCTM BOX -- 1 CONDUIT FOR ! SAFE RING FLUSH IN FLOOR a -- WI sL I a TELEPHONE AND - - • BY OTHERS) - � _ -.. _ _ - i DATA WIRING i I C. FOR VOICE/ 1, >. R� I c j i,D - -� - - - -- - 6 t w X2 } __ j - - -. -__. �_ f__ -.__� _.� _--. —"_`; - -- - --- • -fit. . - -- -- - S ^ :.. E • - `' - i '/• , \ ; -• - -•- -.._ - --- - 1 , i t Cr (1) CAT 5 CABLE TO OPTIONAL REGISTER 6 AND (1) CAT 5 CABLE TO OPTIONAL CAFE — {2) 4 PAIR CAT 3 PHONE CABLES 3/4' CONDU! T STUOI ED INTO ACCESSIBLE CEILING SPACE FOI TELEPHONE WARM -+- PLYWOOD BACKBOARD BY ELECTRICAL CONTRACTOR NORSTAR IKSU HEAD END BY i PHONE N ONDOR DOUBLE DUPLEX I'SOL.A7ED GROUND RECEPTACLES NTH (3) CAT 5 CABLES TO OFFICE (5) CAT 5 CABLES REGISTERS 1,2,3.4 AND 5 (4) CAT 5 CABLES f ROOF ,ACCESSIBLE CEIUNG SPACE (2) 4 PAIR 3/4' CONDUIT VATH CAT 3 (1) 4 PAIR CAT 3 PHONE C ABLE S PHONE CABLE TO To PLYWOOD PLYWOOD BACKGROUND B ACKWARD 3/4' CONWT STUB 1 ` COwliuiT STUB OEDICG1lED C11ROl1T r �'1/s1G�?iD D-8 � j� Z� �:� � i� �!� PATCH PA1Q FOR PgOE. ELE55► � FAX. P'06. CREDIT GWD NO OFFICE am aF10E OPTADWKZ1RM" • 1 r � (Z) (Z) (Z) +54' +54' +54' 7ELESHIP STOCK BREAK X227 ROOM 80011 X227 X225 1 CONDUIT S7W WTH ( 2) CAT 3 4 PAIR CABLES AN (3) CAT 5 DATA CUES f0 am +31r +j6' AFF am 1' ca+otAr WITH (s) CAT r coNaAT slueeEu 6 CABLES TO MANAGERS OFFICE INTO ACCESSIBLE FOR REGISTER ONE 1HRU FIVE C£LNG SPACE VATl1 (t) CAT 5 CABLES 1' CONDUIT STUBBED FOR SALON NTO ACCESSIBLE CELLNW I RECEP71ON Df9C TO SPACE WITH (4) CAT 3 OFF� CABS TO T7B A _1 CMO —1' CHAT UTH (3) CAT 3 4 PAIR CABLES 70 PL.YMO� FNSMED FLOOR t i I 1 SEE NOTE SS2 ! t t 10 7 V 2 IF - "I,- mOr V C000111 C14 FLOOR PLAIN -VOICE /D ATA AND ; Or 16' 24' 3r 1. ALL 11m CAALM6 SHOAL BE " w" TIRE CELM6 SPAM IMO STRAPPED URIC 1E '110I1PS 10 IIHE C SIRMIUME DO NOT SIRUP CAE 70 PPE' , CQ,BiG CIS PENH A00 OR Z ALL CAKE S1Wt K AONIED PARALLEL IMO PE7iPpMICNJIR 10 �DlIC a SW ANGLES N CEL09 SPAICE. & ALL LOCAL OLMLOIf' CWE"S IMST K FULOWD AND SEPAMIE LOW %VLTA n�ArT TArwll OUT F err LOCAL. COK Malcom. 41. ALL E CAOLM 9MLL K 4 PM CA'IECM 1 3 RAC VELLiOIW N COLOR AND ALL DAIA CAILMS 91ALL E 4 PAR C'A_WY S RAC KAY N OQAL ECURITY (B mom ALL 8AC1®ODES� PLASTER loom CDlmoU15 IMO comma 9ft SHALLL BE Ri9fD IMO DWPAMM BY E3.ELICIIMAL. E FR0VW 1T SU" CAME AT EACH OEIAGE AM BA�ClDOAfO LlOCA71CMi. 7. ALL CIILLMC SHALL BE NSTALLIED , TAGGIM AM 1ERNMATED BY ULTA I'LE,/ ATA %8VOI . 1R]i1Nt SMALL FI i9I AND INSTAL ALL F ACE PLAIM .MI= AND PAWN PANELS. D► EXACT LACA'wQl OF MICE,S ■IM '!'RI Mom I �Z � ^ V F- arision. A ISSUED FOR PERMIT 06/29/OS 0 Ii6C611� Q C[f V OFTA(YYlA A J U l- 6 200 MWrcWrER 0 j r y f - VAI L' EXPIRES Otraw a! � CD sods Dow ITS Ilo 10 " 2 AS jab N& 0 4�7687 E2�2 , tea.` -.. .�•.�,��'" ^..........r.. � .ir�r�' _ �. _ _ _.___ — _. a -- .�. - -��.. �..�� .r.. -..f.� +.�..+� rErs.._� � -r +_r - -. ..,,, -. .� .....r• +tea. .�..•- �.. - � � -_ .• � - _ -. �_ _ .._... _ _ ,a.._._._•�. .�.. �. -. ._ .... -�_ — _� �..-. s - - _ _ - __ -- �_ _._ _ .. — — . - -� _-.� �- -.► _.- — ._� - -_ - �� _.� - -_. _ _ - _ tea. - --► -. _ _. _.._ _ -� _.�-- v-- � - -.�� -�►.- -. ._- :- �►...�.�..�w...�..�� -_,_.a •�. .�.. _ -.wi,. /'.�•� +_.w�ar.�++wr.�.... -_ _r- _._ Ll f J a = A �qv« •• O N6 Z0�go Lll V �a ICL 0 e 0 a w z w 4c � 3 a c� C r. co �3� O mgj Z D IL im U. < arision. A ISSUED FOR PERMIT 06/29/OS 0 Ii6C611� Q C[f V OFTA(YYlA A J U l- 6 200 MWrcWrER 0 j r y f - VAI L' EXPIRES Otraw a! � CD sods Dow ITS Ilo 10 " 2 AS jab N& 0 4�7687 E2�2 , tea.` -.. .�•.�,��'" ^..........r.. � .ir�r�' _ �. _ _ _.___ — _. a -- .�. - -��.. �..�� .r.. -..f.� +.�..+� rErs.._� � -r +_r - -. ..,,, -. .� .....r• +tea. .�..•- �.. - � � -_ .• � - _ -. �_ _ .._... _ _ ,a.._._._•�. .�.. �. -. ._ .... -�_ — _� �..-. s - - _ _ - __ -- �_ _._ _ .. — — . - -� _-.� �- -.► _.- — ._� - -_ - �� _.� - -_. _ _ - _ tea. - --► -. _ _. _.._ _ -� _.�-- v-- � - -.�� -�►.- -. ._- :- �►...�.�..�w...�..�� -_,_.a •�. .�.. _ -.wi,. /'.�•� +_.w�ar.�++wr.�.... -_ _r- _._ Ll f J a = A �qv« •• O N6 Z0�go �a ICL t arision. A ISSUED FOR PERMIT 06/29/OS 0 Ii6C611� Q C[f V OFTA(YYlA A J U l- 6 200 MWrcWrER 0 j r y f - VAI L' EXPIRES Otraw a! � CD sods Dow ITS Ilo 10 " 2 AS jab N& 0 4�7687 E2�2 , tea.` -.. .�•.�,��'" ^..........r.. � .ir�r�' _ �. _ _ _.___ — _. a -- .�. - -��.. �..�� .r.. -..f.� +.�..+� rErs.._� � -r +_r - -. ..,,, -. .� .....r• +tea. .�..•- �.. - � � -_ .• � - _ -. �_ _ .._... _ _ ,a.._._._•�. .�.. �. -. ._ .... -�_ — _� �..-. s - - _ _ - __ -- �_ _._ _ .. — — . - -� _-.� �- -.► _.- — ._� - -_ - �� _.� - -_. _ _ - _ tea. - --► -. _ _. _.._ _ -� _.�-- v-- � - -.�� -�►.- -. ._- :- �►...�.�..�w...�..�� -_,_.a •�. .�.. _ -.wi,. /'.�•� +_.w�ar.�++wr.�.... -_ _r- _._ Ll 5LCTION 01010 SUMMARY OF YMK 1.1 GENERAL A. The Project consists of Tenant build -out within an existing Landlord owned building. 1. Project Location: As described on Cover Sheet. 2. Tenant: As described on Cover Sheet B. Contract Documents, dated 06/29/05, were prepared for this Project by Chipman Adams Ltd. C. The Specifications following are generic and set forth the intent of the Tenant, Ulto Solon, Cosmetics, Fragrance for materials and services to be provided to develop a complete and ready to operate tenant space. D. The Work will be constructed under a single prime contract. E. Not Assigned. F. Separate Contract: The Tenant, Ulta. Solon, Cosmetics, Fragrance has awarded a separate contract for construction operations that will be conducted simultaneously with work under this Contract. That Contract includes the following: 1. Contract: A separate contract are awarded for aignage, display fixtures. G. Cooperate with separate contractors so that work under those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. H. Not Assigned. I. The Work will be conducted in a single phase. J. Contractor Use of Premises: During construction the Contractor shall have full use of premises, including use of the site. The Contractor's use of premises is limited only by the Tenant's right to perform work or employ other contractors on portions of the Project. K. Use of the Site: Limit use of premises to areas indicated. Do not disturb portions of the site beyond the areas indicated. 1. Allow for Owner /Landlord and adjacent tenant occupancy and use by the public. 2. Keep driveways and entrances clear. Do not use these areas for parking or material storage. Schedule deliveries to minimize on -site storage of materials and equipment. L. Use of the Existing Building: Maintain building weathertight. Repair damage caused by construction. Protect the building and its occupants during construction. M. Partial Tenant Occupancy. The Tenant reserves the right to occupy and to place and install equipment in completed areas of the tenant lease area prior to Substantial Completion. Placing equipment and partial occupancy do not constitute acceptance of the Work. 1. The Architect will prepare a Certificate of Substantial Completion for each portion of Work occupied prior to Tenant occupancy. 2. Obtain a Certificate of Occupancy from building officials prior to Tenant occupancy. 3. Mechanical and electrical systems shall be operational and required inspections and tests completed prior to partial Tenant occupancy. Upon occupancy. the Tenant will operate and maintain systems serving occupied portions of the lease area. 4. The Tenant will be responsible for maintenance and custodial service for occupied portions of the lease area. N. Products Ordered in Advance: The Tenant has negotiated purchase orders with suppliers of material and equipment to be incorporated into the Work. Purchase orders are assigned to the Contractor. Receiving. handling. storage, and installation costs are included in the Contract Sum. 1. Contractor's responsbilities are the some as if Contractor negotiated purchase orders. if necessary. Contractor shall renegotiate purchase and execute final purchase -order agreements. O. Tenant- Fumished The Tenant furnishes The Work includes providing support systems to receive Tenant's equipment. and mechanical and electrical connections. 1. The Tenant will arrange for and deliver shop drowings.product data. and samples to the Contractor. 2. The Tenant will arrange and pay for delivery according to the Contractor's Construction Schedule. 3. The Tenant will inspect items delivered for damage. 4. If items are damaged. defective. or missing, the Tenant will arrange for replacement. 5. The Tenant will arrange for field services and for the delivery of warranties to the Contractor. delivery of warranties to the Contractor. 6. The Contractor shall designate delivery dates in the Contractor's Construction Schedule, 7. The Contractor shall review shop drawings. product date. and samples and return them noting discrepancies or problems anticipated in using the product. 8. The Contractor is responsible for receiving, unloading, and handing Tenant furnished items at the site. and handling Tenant furnished items at the site. 9. The Contractor is responsible for protecting items from damage, including exposure to the dements. The damage, including exposure to the dements. The Cont -actor shall repair or replace items damaged as a result of his operations. 11.2 PRODUCTS (Not Applicable) 1.3 EXECUTION ENO OF SECTI W 01010 SECTION 01019 - CONTRACT CONSIDERATIONS 1. PART I GENERAL 1.1 SECTION MCLUDES A- Schedule of Values. B. Application for Payment_ C. Change procedures. 1.2 REL.ATED SECTIONS A. Section (r,300 - SLAYnitt Sd1eduie of Vdues B. Section 01600 - Mata id and E4uOment Product substiitutiarm and atterrnates. 1.3 SCHEDULE OF VALUES A_ Submit typed se:.*reiuie on AIA Four. G703 - Appliication and Certificate for Poy"wt Cant irivatiiorn Sheet_ Coantroctarr s standard loan or elacb IV printout wR be co side B. Su ".16 - t SchaOule of Values in dupfieoitee within 20 days after dote of Own r -Canb oetar t C: Format: identify soil- fine item+ wrath n%nnber and title of the nra jor Section. 0 - k+auelet in eoct fine Ilam the onvount of AlIllong specified 0 this Section_ E. Inck k sWas ately Oar+ each ire ReM o dbectly amount of Contractor's a w who d end prealR. IF. Revise adIadull to W eWpra Choiio s Glide s. irM , - ad For Peeprn ii L 1 - APPLICA71M S FM PANT A. &&rsit tfrse Copies of eU& an AAA Farwe C7Q;e - Application and Certificate for Payment. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Payment Period: 30 days.: Waiver of Lien to Date. 1.5 CHANGE PROCEDURES A. The Arch itect/EngInear will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710. B. The Architect /Engineer may issue a Notice of Change which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required. Contractor will prepare and submit an estimate with seven days. C. The Contractor may propose a change by submitting request for change to the Arch itect/Engin ear, describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01600. D. Stipulated Sum/Price Change Order: Based on Notice of Change and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect /Engineer. E. Construction Change Directive: Arch itect/En gin ear may issue a directive, on AIA Form G714 Construction Change Directive signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute the change. F. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Arch itect/Enginear will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. G. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. H. Change Order Forms: AIA G701 Change Order. 1. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at the Owner's option. Accepted Alternates will be identified in Owner- Contractor Agreement. B. Coordinate related work and modify surrounding work as required. 2. PART 2 PRODUCTS A. Not Used. 3. PART 3 EXECUTION A. Not Used. SECTION 01039 - COORDINATION AND MEETINGS 1. PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Field engineering. C. Cutting and patching. 1.2 COORDINATION A. Coordinate scheduling. submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibility for installing. connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish dements. E. Coordinate completion and dean up of Work of separate Sections in preparation for Substantial Completion. F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents. to minimize disruption of Owner's activities. 1.3 FIELD ENGINEERING A. Employ a Land Surveyor registered in the State of the pro ject ct location and acceptable to th Owner and Architect/Enginew. B. Owner will locate and protect survey control and reference points. C. Control datum for survey is that established by Owner provided survey. D. Provide field engineering services. Establish eievations, lines. and levels, utilizing recognized engineering survey practices.. E. Submit a copy of registered site drawing and certificate signed by the Land Surveyor that the elevations and locations of the Work are in conformance with the Contract Documents. 1.4 CUTTING AND PATCHING A. Employ scaled and experiatced instvNer to perform Cutting and patching. B. Submit written request in advance of cutting or altering elemen which affects 1. Structurd integrity of dement. 2. Integrity of weatfiar- exposed or moisture- resistant dements. 3. E fficiency; maint ernarnce. or safety of dement. 4. 'Visual qualities of sight - exposed dements. 5` Wwk of Owner or separate eontractar. C. Execute cutting fitting„ and patching iK km*wg excavation and fie, to complete Work. and to: I. Fit the serve parts together, to integrate with other Work 2 - Uncover Work to irWoll or correct ill - tim d Work. 3. Remove and r+epiace defective and non- conforn+ing Work. 4. Rennore sarnpl es of bmite7wrd work for testing 5. Pro► in elwneiints of weark for ponmeb of and allacbicd Vkwk 0. Emwte umt by rr+etit+ods whicf+ ail ovoid damoge to *Gw r Work. and provide proper surfacers to rwoeiva patehmg and frwAiir+¢ E Cut rid inateriesls using +rosary we or coil dri. F. Restare wank with now products in accoi do ic e wide is of Conb act Q F wadi tot to pipes. elrerw. ducts. co o ndbk K llontain int• Ity of auk c m%% or soar 011113111111 ca 1pleedy seal vow L Rerw►40i awleoss to wrortdr odj wwA ere shin For raliidsh to as~ Ilidesec for W reiAnaieb WAhm WWL J. Identify any hazardous substance or condition exposed during the Work to the Architect/Engineer for decision or remedy. 2. PART 2 PRODUCTS A. Not Used. 3. PART 3 EXECUTION A. Not Used. SECTION 01300 - SUBMITTALS 1. PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Shop drawings. D. Product data. E. Samples. F. Manufacturers instructions. G. Manufacturers' certificates. 1.2 RELATED SECTIONS A. Section 01019 - Contract Considerations: Schedule of Values. B. Section 01400 - Quality Control: Manufacturers' field services and reports. C. Section 01700 - Contract Closeout: Contract warranty and manufacturer's certificates closeout submittals. 1.3 SUBMITTAL PROCEDURES A. Transmit each submittal with AIA Form G810. B. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffix. C. identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail numbWs), and specification Section number, as appropriate. D. Apply Contractor's stamp, signed or Initialled certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Architect/Engineer at business address. Coordinate submission of related items. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. G. Provide space for Contractor and Arch itect/Engin ear review stamps. H. Revise and resubmit submittals as required, identify all changes made since previous submittal. I. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.4 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 20 days after date of Owner- Contractor Agreement for Architect/Engineer review. B. Revise and resubmit as required. C. Submit a horizontal bar chart with separate line for each major section of Work or operation, identifying first work day of each week. D. Show complete sequence of construction by activity. identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. 1.5 SHOP DRAWINGS A. Submit in the form of one reproducible transparency and one opaque reproduction. B. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700 - Contract Closeout. 1.6 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus two copies which will be retained by the Architect/Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with Article an Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout 1.7 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of colors selected, textures, and patterns for Architect/Engineer's selection. C. Include identifievtion on each sample, with full project information. D. Submit the number or samples specified in individual specification Sections; one of which will be retained by Arch itect/Engineex. 1.8 MANUFACTURER'S INSTRUCTIONS A. Men specified in individual specification Sectionm submit manufacturers' printed instructions for delivery. storage. assembly. installotion, start-up. adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.8 MANUFACTURER'S CERTIFICATES A. when specified in indvidud specification Sections, submit manufocturers' certificate to Architect/Engineer for review. in quantities specified for Product Dato. B. Indicate material or product conforms to or exceeds specified requirements. Submit 9 reference date, affidavits, and certifications as appropriate- C. Certificates may be rce em or previous test results on material or Product. but must be ocoeptable to Architect/Engirneer. 2. PART 2 PRODUCTS A. Not Used_ 3.. PART 3 EXECUTION A. Not used = 7 7 74 E cx s' A. Quaility assuirance and control of instaliation- Q R C. 11arwoeturers` field seirrvioes and ."orts. 1_2 RELATED SEC7K*4 S A. Section 01300 - Subrnrttcft t nission, of +Marie+ and Cwtftatm 8. Section (1600 - Material and Egirip neent ftm* rarrrents for "Mtwid and pro I ct Qmft 1 QUALITY ASSURA1rX:f OF N$ T AL LAI M ware quality ccntrd over ;pop - ser�i site coenditiiaw and to produM t1111rk of apee� qu a cafflo+y %h► .sh Q Std aocb stop in • "nshu oe ict .fie+ CantriaicA Ooeaa - wii rwrrwt doom hors btitore a C4111111111" oft spedGed elm do ft m e gwdRy for curt Mirk swept u %w omwe slrirg wt %aoweers. Comma or spele irie,v�is higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents. B. Obtain copies of standards when required by Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification for Architect/Engineer before proceeding. D. The Contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start -up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. C. Submit report in duplicate within 30 days of observation to Architect/Engineer for review. 2. PART 2 PRODUCTS A. Not Used. 3. PART 3 EXECUTION A. Not Used. SECTION 01650 - STARTING OF SYSTEMS 1. PART 1 GENERAL 1.1 SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. C. Testing, adjusting. and balancing. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Manufacturers field reports. B. Section 01700 - Contract Closeout: System operation and maintenance data and extra materials. 1.3 STARTING SYSTEMS A. Coordinate schedule for start -up of various equipment and systems. B. Notify Owner seven days prior to start -up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication. drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Execute start -up under supervision of responsible manufacturer's representative in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect. check and approve equipment or system installation prior to start -up. and to supervise placing equipment or system In operation. H. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed and is functioning correctly. 1.4 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owners personnel one week prior to date of Substantial Completion. B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. D. Demonstrate start -up. operation, control, adjustment, trouble- shooting. servicing. maintenance, and shutdown of each item of equipment at agreed -upon times. at equipment location. E. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. 1.5 TESTING. ADJUSTING, AND BALANCING A. Contractor wil appoint. employ. and pay for services of an independent firm to perform testing, adjusting and balancing. B. The independent firm will perform services specified in Mechanical sections. C. Reports wil be submitted by the independent firm to the Architect/Engineer indicating observations and results of tests and indicating compliance or non - compliance with specified requirements and with the requirements of the Contract Documents. 2. PART 2 PRODUCTS A. Not Usej . surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Record information concurrent with construction progress. C. Specifications: Legibly mark and record at each Product section description of actual Products installed. D. Record Documents and Shop Drawings: Legibly mark each item to record actual construction. E. Delete Architect/Engineer title block and seal from all documents. F. Submit documents to Architect /En gin ear with claim for final Application for Payment. 1.7 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch text pages, three ring binders with durable covers. B. Prepare binder covers with printed title 'OPERATION AND MAINTENANCE INSTRUCTIONS", title of project. C. Subdivide the binder contents with page dividers, organized as described below; with tab titling clearly printed under plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified. type on white paper. E. Part 1: Directory, listing names. addresses, and telephone numbers of Arch itect/Engineer, Contractor. Subcontractors, and major equipment suppliers. F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category. identify names. addresses, and telephone numbers of Subcontractors and suppliers. G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certificates. 4. Photocopies of warranties. H. Submit one copy of completed volumes in final form 7 days prior to final inspection. This copy will be returned after final inspection. with Architect/Engineer comments. Revise content of documents as required prior to final submittal. I. Submit final volumes revised. within 15 days after final inspection. 1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors. suppliers, and monufacturem Provide Table of Contents and assemble in three ring binder with durable cover. C. Submit prior to find Application for Payment. D. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within 15 days after acceptance, listing date of acceptance as start of warranty period. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site; obtain receipt prior to find payment. 2.0 PART 2 PRODUCTS A. Not used 3.0 PART 3 EXECUTION A. Not used SECTDN 02070 - SELECTIVE DEMOLITION 1.1 GENERAL A. Definitions: As follows: 1. Remove: Remove and legally dispose of items except those indicated to be reinstalled. salvaged, or to remain the Landlord's property. 2. Remove and Salvage: Items indicated to be removed and salvaged remain the Landlord's property. Remove, dean. and pack or crate items to protect against damage. Identify contents of containers and deliver to Owner's designated storage area 3. Remove and Reinstall: Remove items indicated; dean, service, and otherwise prepare them for reuse; store and protect against damage. ReinstaN items in locations indicated. 4. Existing to Remain: Protect construction indicated to remain against damage and soling during selective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations. B. Except for items or materials indcated to be reused. salvaged reinstelledt or otherwise indicated to remain the 3. PART 3 EXECUTION Landord s Property demoloned materials shill become the Contractor's property and shall be removed from the site A. Not Used. with further at 64a Can ' to �TION 01700 - CONTRACT Q Off �1 1. PART 1 GENERAL 1.1 SEC31ON INCLUDES A. Closeout B. Find cleaniN;. C. Adjusting. D. Project t ocard m docu en t& E Operation and w- cinternance data. F_ Warranties. G. Spare parts and ovno� ntenance materiels. iZE 1.2 LATED SE CTXXS A. Section 01500 - Caabv Fa�ciities and T Canty B. Section 01 6W of Systems; System start -up.. �"9• ��9• an !^ 1.3 CL05EOUT PROMAJIMS A. Stet wetter+ corb`liea�tion that Cantroet Documents hove bra r+eaeweiwrt� wbft leas been in specter and thot rlt `s Wb in with Con b oet Ooeurrw its orb ready for Mdir'toret/Errgir+ewr s . r 9w eti� B` Pre to that are - a** ed G O��n� or aRlrer for Paymot tot ed)AMed Oorrbact Sum prselars par WItIL awe sin errs 1.4 Ff&ft CLEASM Jl El 1 F 11 OW dei�orrir9 prior to Mired IL C1101111111 61111111111110 aiM r+er aaftli rr 0M awd salr� Goosed to VkW Pow 1 rrs a 60% 060 m firms srisivroei� 110 01111001 awe %%my 1 E Q F- F- P 2 J � W Z Z 0 V/ �jWo �QZ +�a f Z 0 0 UJ X b CO) IL CO n CO < 3 � JC 44 R ew 3 J C) M LU CL ==A � dH CO) Revisions A ISSUED FOR PERMIT 06/29/05 A 0 p � M�e 0F TUC�A 0 JUL - 6 L005 � 0 T CMTER 0 7 r■ww allele t■r tw +tics an �- rs MINIt or le1�i 40 1W is tE a w e erg tE siE e� w t esL ors AM awo■ww4=5 OF Ate„&,, rSAIM to �r1111mr Drawn By CQn�odcod By � aw Scale Dante Irlfw� job pow �7687 11111110L selective demolition operations. y _ D. Record drvwrn a at Project coss'aut to Division 1 Section 'Contract Closeout" 1 Identify entify and accurately locat capped u tilities and other suCsurfax e�ectrieal, or mechanical condib rM E_ Regulatory Reiqu�er*eer+t r Cor-V y with governing EPA notification regulations Defareii Starting seircctive m r*n demolition. 'Caply wi'tfi housing and dispose of aiutt+orities hoeing i•Qicbon_ F. Larndard wS oc�cvpy portions of the bu&*ng - y ad joeernt to selective tennant - arem Condoct sdert eve tion so shot Landords wi not be dirirupterd. Provide not less than 72 hays' ratios to Landarifs aeti of rrltiw that wi affect Larnderifs opmatimm Q Landlord assvrras no iffy far Oct" oaMrtkX of buidr+gs to be denrolisla0. K Stall 0" or 0060 of re nv�isd *sir's or R+elterials ite an- -s sO not be pu -nit 1 PRODalC15 t ) IJ DEW t_ A, Surely then col dbmi of go bwldrq to dsbenwrre rrlwgw PC - tir•� r.r+a vgr .l.•r..K aright room in - or arp�laerad c,ai9ap� of any porffroa of on or rdjaowR Ow" a 10 AID el�rrrer�or� • • 0 di�positan a tractor s aptMon. C. Photographs or videotape, sufficiientiy detailed„ of ZAZP existing conditions of adjoining connstnxtion and site imprarermernts that might be misconstrued as damage caused b 9 2 J • a +�a f _ . t o„ �o Zo1go Z logo JC 44 ew Revisions A ISSUED FOR PERMIT 06/29/05 A 0 p � M�e 0F TUC�A 0 JUL - 6 L005 � 0 T CMTER 0 7 r■ww allele t■r tw +tics an �- rs MINIt or le1�i 40 1W is tE a w e erg tE siE e� w t esL ors AM awo■ww4=5 OF Ate„&,, rSAIM to �r1111mr Drawn By CQn�odcod By � aw Scale Dante Irlfw� job pow �7687 11111110L selective demolition operations. y _ D. Record drvwrn a at Project coss'aut to Division 1 Section 'Contract Closeout" 1 Identify entify and accurately locat capped u tilities and other suCsurfax e�ectrieal, or mechanical condib rM E_ Regulatory Reiqu�er*eer+t r Cor-V y with governing EPA notification regulations Defareii Starting seircctive m r*n demolition. 'Caply wi'tfi housing and dispose of aiutt+orities hoeing i•Qicbon_ F. Larndard wS oc�cvpy portions of the bu&*ng - y ad joeernt to selective tennant - arem Condoct sdert eve tion so shot Landords wi not be dirirupterd. Provide not less than 72 hays' ratios to Landarifs aeti of rrltiw that wi affect Larnderifs opmatimm Q Landlord assvrras no iffy far Oct" oaMrtkX of buidr+gs to be denrolisla0. K Stall 0" or 0060 of re nv�isd *sir's or R+elterials ite an- -s sO not be pu -nit 1 PRODalC15 t ) IJ DEW t_ A, Surely then col dbmi of go bwldrq to dsbenwrre rrlwgw PC - tir•� r.r+a vgr .l.•r..K aright room in - or arp�laerad c,ai9ap� of any porffroa of on or rdjaowR Ow" a 10 AID el�rrrer�or� • • 0 di�positan a tractor s aptMon. C. Photographs or videotape, sufficiientiy detailed„ of ZAZP existing conditions of adjoining connstnxtion and site imprarermernts that might be misconstrued as damage caused b 9 B. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. C. Maintain existing utiliti indicated to remain in service and protect them against damage during selective demolition operations. D. Utility Requirements: Locate, identify, shut off, disconnect, and seal or cap off indicated utility services serving building to be selectively demolished. 1. Where utility services are required to be removed, relocated, or abandoned, provide bypass connections to maintain continuity of service to other ports of the building before proceeding with selective demolition. E. Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flommobles, or other dangerous materials before proceeding with selective demolition operations. F. Employ a certified, licensed exterminator to treat building and to control rodents and vermin before and during selective demolition operations. G. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. H. Conduct demolition operations to prevent injury to people and damage to adjacent buildings, facilities, and site improvements to remain. Ensure safe passage of people around selective demolition area. 1. Provide temporary weather protection, during interval between demolition and removal of existing construction, on exterior surfaces and new construction to ensure that no water leakage or damage occurs to structure or interior areas. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain and are exposed during selective demolition operations. 3. Cover and protect furniture. furnishings, and equipment that have not been removed. I. Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. J. Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent movement. settlement. or collapse of building to be selectively demolished. K. Use water mist, temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations. L. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. M. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before start of selective demolition. N. Demolish and remove existing construction only to the extent required by new construction and as indicated. 0. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. P. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. Q. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that eliminates evidence of patching and refinishing. R. Patch and repair floor and wall surfaces in the new space where demolished walls or partitions extend one finished area into another. Provide a flush and even surface of uniform color and appearance. S. Patch, repair, or rehang existing ceilings as necessary to provide an even -plane surface of uniform appearance. T. Disposal: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. 1. Do not burn demolished materials. 2. Dispose of demolished materials at designated spool areas on Landlords's property. 3. Transport demolished materials off Landlords s property and legally dispose of them. U. Sweep the building broom dean on completion of selective demolition operation. ID OF SECTION 02070 ,�.. � - Mr. i rte, r A [si%,f► i iwm GENER A. Submittals: In addition to product data, submit the following: 1. Shop drawings detailing fabrication and erection, including templates for anchor bolt placement. 2. Samples materials and finishes as may be requested by Architect. 1.2 PRODUCTS A- General: Provide materials selected for their surface flatness. smoothness, and freedom from surface blemishes. B. Steel and Iron: As follows: 1. Plates. Shapes. and Bars: ASTM A 36/A 36M. 2. Rolled Floor Plates` ASTM A 786/A 7861M. 3. Cold- Formed Tubing: ASTM A 500. 4. Hot - Formed Tubing: ASTM A 501. 5. Pipe: ASTM A 53, standard weight (schedule 40), unless otherwise indicated. Block finish. unless otherwise indicated. 6. Gray -Iron Castings: ASTM A 48, Class 30. 7. Concrete Inserts: Threaded or wedge type; galvanized ferrous costings, either ASTM A 47 (ASTM A 47iM) malleable iron or ASTM A 27/A 27M cost steel. Provide belts, washers, and shims as required, hot -dip galvanized per ASTM A 153. C. Aluminum: As foliows 1. Extrusions: ASTM B 221 (ASTM 8 221M). alloy 6063 -T6. 2. Rolled Treod Plate_ ASTM B 632 (ASTM 6 632M) Pattern 1. alloy 6061-T6. D. Fasteners: Provide plated fasteners complying with ASTM 8 633, Class Fe/Zn 25 for eiecu ad zinc coating. for exterior use or where built into exterior wall fastener Select and d � � E Snap Primer for FvTOUS Metal: lead and chromate -free. universd modfied -alk yd primw with good reesistar ce to corrosion, compatible with finish point systems. and cor±mplying with performance requirements of FS TT P - 664- F. Gd van izing Repair Point High- Zinc dust - r!tent point, with dry firm Containing not less than 94 percent zinc dust b v weight G. Car�e FE: C npiy with requirements of Division: 3 Section " Cast -in - Place Cw crete for rwrmai weight concrete wit* a minirrwm 28 -deny canepressive sb angtt of 3,000 psi (20 MPG). N. lrarnshrirrt. 1letalfc Grout Factory- pdre�cdaged. lisrroLa- ogg ""late grout carnpl*n wet+ 115711 C 1107. L 40kalwirWk hkownstaffic Grout Fact ASTW c 110 7, grout .itle J. r'ab`id swan. Gerwvk IFarn b or+n of type. si the dared shapes inficoted. Work to i+dbo tild or nc cepted an shop ds using P'ro'ven detals, Of Idbo iootiar+ da w suppiart- 1 - Show and Purnch nnetaAs dowdy and accurately Imo`s sharp or r d:eos and east empaeed edges. 2 - 'plrld donna and aoairrns Continuously Un niow and n+etlnods 1Avt Rdm6rnirt d0ortlion and deMMop sb'e"911+ and * o alvn ce of boost rwslals. Main Omarow without undercut or overlap. Remove welding flux immediately. Finish exposed welds and surfaces smooth and blended. 3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. K. Rough Hardware: Furnish custom -- fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for supporting and anchoring woodwork. 1. Galvanize, unless otherwise indicated. L. Loose Bearing and Leveling Plates: Provide for steel items bearing on masonry or concrete, as indicated. Drill plates to receive anchor bolts. 1. Galvanize after fabrication. M. Loose Steel Lintels: Fabricate from shapes and to sizes indicated. 1. Galvanize after fabrication. N. Shelf and Relieving Angles: Fabricate to sizes indicated for attachment to support framing. Provide slotted holes to receive 3/4 -inch (19 -mm) bolts, spaced not more than 6 inches (150 mm) from ends and not more than 24 inches (600 mm) O.C. 1. Furnish wedge -type concrete inserts, complete with fasteners, to attach shelf angles to cast -in -place concrete. 2. Galvanize shelf angles to be installed on exterior concrete. 0. Miscellaneous Framing and Supports: Provide as required to complete the Work but not included with structural steel framework. Fabricate as indicated and required to receive adjacent construction. Fabricate from structural steel of welded construction. Drill and top to receive hardware, hangers, and similar items. Include anchors for building Into other work, spaced not more than 24 inches (600 mm) o. c. P. Miscellaneous Steel Trim: Fabricate from steel shapes, plates. and bars of profiles shown with continuously welded joints. and smooth exposed edges. Miter corners and use concealed field splices wherever possible. Provide cutouts. fittings. and anchorages; coordinate assembly and installation with other work. Q. Pipe Bollards: Fabricate from Schedule 80 steel pipe capped with 1/4 -inch (6.4 -mm) steel plate. 1. Fabricate sleeves for bollards from steel pipe with 1/4- inch- (6.4 -mm -) thick steel plate welded to bottom of sleeve. R. Finish metal fabrications after assembly. Comply with NAAMM "Metal Finishes Manual" for recommendations on application of finishes. Shop -prime ferrous metal items not indicated to be galvanized. 1. Hot -dip galvanize items indicated to be galvanized. Comply with ASTM A 153 or ASTM A 123 as applicable. 2. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with SSPC -SP 3 "Power Tod Cleaning." 3. Apply shop primer per requirements of SSPC -PA 1 "Paint Application Specification No. 1" for shop painting. 1.3 EXECUTION A. Installation, General: Perform cutting, drilling, and fitting required for installing metal fabrications. Set units accurately in location, with edges and surfaces level, plumb. and true. 1. Fit exposed connections accurately together and weld. unless otherwise indicated. Do not weld, cut, or obrade the surfaces of galvanized units that are intended for bolted connections. 2. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. B. Set loose items on cleaned bearing surfaces using wedges or other adjustable devices. After the items have been positioned and plumbed. tighten the anchor bolts and pack space with grout. 1. Use nonshrink, metallic grout in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated. C. Anchor bollards in concrete with pipe sleeves preset into concrete. Fill space between bollard and sleeve solidly with nonshrink. nonmetallic grout. 1. Fdl bollards solidly with concrete, mounding top surface. D. Touch up shop paint after erection. Clean field welds, bolted connections, and abraded areas and paint with some material as used for shop painting. E. For galvanized surfaces, dean welds. bolted connections, and abraded aream and apply galvanizing repair paint END OF SECTION 05500 SECTION-06100 - ROUGH CARPEN]IRY 1.1 GENERAL A. Submittals: Submit the following: 1. Product Data for engineered wood products, underiayment, insulating sheathing. air - infiltration barriers, metal framing anchors, and construction adhesives. 2. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. 3. Wood treatment data, including chemical treatment manufacturer's instructions for handing. storing. installing. and finishing treated materials. 1.2 PRODUCTS A. Lumber. General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by the American Lumber Standards Committee's (ALSC) Board of Review. Provide dressed lumber. S4S. with each piece factory marked with grade stomp of inspection agency_ 1. Provide lumber with 15 percent maximum moisture content at time of dressing for 2 -finch nominal (38 actual) thicluu s or less, unless obwwm indicated. B. Mood- votive- Treated Materials: Comply with applicable requirements of AWPA C2 (lumber) and AMPA C9 (plywood)- Mark each treated item with the Qudity Mark ReWirermemts of an inspection agency approved by ALSC's Board of Review. 1- Pressure treat aboveground items with waterborne preserwtives to a minknum retention of 0.25 lb /cu. ft - (4.0 (4.0 kg /eu. m). After treatment. kin -dry ka mbar and Pi ywood to a if man "mistwe content of 15 percent Treat :xdcated items and the following CL wood cants. naieers. curbs. ewoment support bases. WodwwX strippwo% and simiear tibernbas in cont ►ec tion with roofing ffoshbv% vapat barriers, sand wvtwproofirng b. Wood sill steepars. Oiodksnw furring, strippin and similar in contact wth nea4onnry or ca te. C_ Wood &a" newebers loss than 18 ii ches (46Q none) d #bop Moor plates i ataillebci over coma ste sifts , eir.ctiy in ntoet w0th diwVL 2 iCan111106 a laW k0tim of trearted iter•ns before trsatwwnt. •*ewe poesAW if dart altar b wbi arnt. apply held compiying will ASPA 104 to curt surfOcow M+apect each piece of Inonb r ear pirrood v/br drying + or d disco damaged dr del`c� a t pieoe 1C, ds _ of grades :*dicatea ta one 11L.9C »ooand Gram! Aria ("t) of dnie "Nney 1. Framing Other than Non- Load - Bearing Partitions: Provide Construction or No. 2 grade and any of the following species: a. Species: Southern pine; SPI9. b. Species: Douglas fir- larch; NLGA. WCUB, or WWPA. C. Species: Hem-fir; NLGA. WCLIB, or WWPA. d. Species: Douglas fir south; WWPA. 2. Framing Other than Non -Load- Bearing Partitions: Provide any species and grade with a modulus of elasticity of at least 1,300,000 psi (8950 MPG) and an extreme fiber stress in bending of at least 850 psi (5.9 MPo) for 2 -inch nominal (38 mm- actual) thickness and 12 -inch nominal (286 -mm actual) width for single member use. D. Miscellaneous Lumber: Provide No. 3 or Standard grade lumber of any species for support or attachment of other construction, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, and similar members. E. Air - Infiltration Barrier: Air retarder complying with ASTM E 1677; made from polyolefins; either cross - laminated films, woven strands, or spunbonded fibers; coated or uncoated; with or without perforations to transmit water vapor but not liquid water; and with minimum water -vopor transmission of 10 perms (575 ng/Pa x s x sq. m) when tested according to ASTM E 96, Procedure A. F. Fasteners: Size and type indicated. More rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power - Driven Fasteners: CABO NER -272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A ASTM F 568. Property Class 4.6); with ASTM A 563 ASTM A 563M) hex nuts and. where indicated, flat washers. G. Metal Framing Anchors: Provide galvanized steel framing anchors of structural capacity, type, and size indicated and as follows: 1. Research or Evaluation Reports: Provide products for which model code research or evaluation reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with building code in effect for Project. 2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing agency. 3. Galvanized Steel Sheet: Hot -dip, zinc - coated steel sheet complying with ASTM A 653 G60 (ASTM A 653M, Z180) coating designation; structural. commercial. or lock- forming quality, as standard with manufacturer for type of anchor indicated. H. Sill- Sealer Gaskets: Glass- fiber - resilient insulation. fabricated in strip form. for use as a sill sealer, 1 -inch (25 -mm) nominal thickness, compressible to 1/32 inch (0.8 mm); selected from manufacturer's standard widths to suit width of sill members indicated. I. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG -01 that is approved for use with type of construction panel indicated by both adhesive and panel monufaeturers. 1.3 EXECUTION A. Set rough carpentry to required levels and lines, with members plumb, true to line. cut, and fitted. B. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring. nailers. blocking, grounds, and similar supports to allow attachment of other construction. C. Securely attach roue carpentry work to substrate by anchoring and fastening as indicated. complying with the following: 1. CABO NER -272 for power -driven staples, P- nails, and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. "Recommended Naffing Schedule" of referenced framing standard and with AFPA's "National Design Specifications for Wood Construction." 4. 'Table 23- I- Q-- Naffing Schedule of the Uniform Building Code. 5. "Table 2305.2 -- Fastening Schedule" of the BOCA National Building Code. 6. "Table 1705.1 -- Fastening Schedule," of the Standard Building Code. D. Use hot -dip galvanized or stainless -steel nods where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity. E. Countersink nail heads on exposed carpentry work and fill holes with wood feller. F. Framing Standard Comply with AFPA's "Manuel for Wood Frame Construction." unless otherwise indicated. G. Air- Infiltration Barrier. Cover sheathing with air - ,infiltration barrier to comply with manufacturer's written instructions. 1. Apply air - infiltration barrier to cover upstanding flashing with 4 -inch (100 -mm) overlap. ETD OF SECTION 06100 SECTION 07210 - BUILDING INSJLA11ON 1.1 GENERAL A. Submittals: Product Data for eod type of insulation product specified. 6. Fire- Test - Response Characteristics: Provide insulation and related materials with the fire- test - response characteristics indicated as determined by testing identical products per ASTM E 84. ASTM E 119. or ASTMM E 136 by UL or another testing and inspecting agency ocaeptable to authorities having j aimfiction. kentify materials with a rnaikings of applicable testing and tn9 agency. 1.2 PRODUCTS A. General: Provide insulating nnateriais that can y wtt+ requirements and with reference standards. 1. Piefawamd Units` Sizes to fit appficartiom it 5coted selecteed! l`a`in 's standard th' widths. and Wn►gths. B_ Pal 1wate Board Rid. c.11iular palyieoeyonurate O wrnd ' _ ! al tio i faced an both sides with foil to Carl with requiremonto indcoterd baiow: 1. IrS7M Standard ASTM C 12M Type E Chao / or 2 C. Unliocw0 81 M - is I Sulotiort AS7W C GM Two I W or -1 osts '.61wA 11mildowle facing) of 'type descrilbod '1. Types Fibers onwmakebired from saes. slog worm car rodt `rod. 2- M d Tpw Firs *win gese, 3L Mir Typos FAars wwerreiired frown slag or roc* wool. EL M 4. Sw 111 -mods 40WARW mod "con; of ZS a" SQ Poc�O @k~ ASM C TWO W 'lssos A %#0 ireiing wd Some epresIII of 25 or Iwok uft foi-- scrim- kraft. foil - scrim, or foil - scrim - polyethylene vapor - retarder membrane on 1 face. I. Mineral -Fiber Type: Fibers manufactured from glass. E. Polyethylene Vapor Retarder: ASTM D 4397, 6 mils (0.15 mm) thick, with maximum permeance rating of 0.13 perm (7.5 ng/Pa x s x sq. m). F. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to substrates indicated without damaging insulation and substrates. 1.3 EXECUTION A. Installation, General: Comply with insulation manufacturer's written instructions applicable to products and application indicated. 1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to ice and snow. 2. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 3. Apply single layer of insulation to produce thickness indicated, unless multiple layers are otherwise shown or required to make up total thickness. B. Install board insulation on concrete substrates by adhesively attached, spindle -type insulation anchors. C. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system. D. Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse. and other causes. END OF SECTION 07210 SECTION 07901 - JOINT SEALANTS 1.1 GENERAL A. Preconstruction Joint Sealant- Substrate Tests: Submit substrate materials representative of actual joint surfaces to joint sealant manufacturer for laboratory testing of joint sealants for adhesion to primed and unprimed substrates and for compatibility with joint substrates and other joint- related materials. B. Submittals: In addition to product data submit the following: 1. Samples of each type and color of joint sealant required. 2. Certified test reports for joint sealants evidencing compliance with requirements. 1.2 PRODUCTS A. Compatibility. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. B. Colors: Provide color indicated of exposed joint sealants or, if not otherwise indicated, as selected by Architect from manufacturers standard colors. C. Elostomeric Sealant Standard: Provide manufacturer's standard chemically curing, elostomeric sealant of base polymer indicated complying with ASTM C 920 requirements. 1. One -Part, Nonsa Polysulfide Sealant: Type S; Grade NS; Class 12-1 Uses T, M. G, A, and 0. 2. One -Part, Mildew- Resistant Silicone Sealant: Type S; Grade NS; Class 25; Uses NT. G. A. and 0; formulated with fungicide; intended for sealing interior joints with nonporous substrates exposed to high humidity and temperature extremes. D. Butyl Sealant: Manufacturer's standard one -part. nonsog, solvent- release- curing, polymerized butyl sealant complying with ASTM C 1085 and formulated with minimum of 75 percent solids to be nonstaining, paintable, and have a tack -free time of 24 hours or less. E. Acrylic - Emulsion Sealant: One -part, nonsag. mildew - resistant. paintable. acrylic - emulsion sealant compiyIng with ASTM C 834. F. Silicone -- Emulsion Sealant: Product complying with ASTM C 834 and, except for weight loss measured per ASTM C 792, with ASTM C 920, that accommodates joint movement of not more than 25 percent in both extension and compresWon for a total of 50 percent. G. Acoustical Sealant: Nonsag, paintable, nonstaining. latex sealant complying with ASTM C 834 and effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies per ASTM E 90. H. Acoustical Sealant for Concealed Joints: Nondrying, nonhardening. nonskinning, nonstaining, gunnable, synthetic rubber sealant recommended for selling interior concealed joints to reduce transmission of airborne sound. I Tape Sealant: Solvent -free, butyl -based tape sealant with a solids content of 100 percent formulated to be nonstaining, paintable, and nonmigrating in contact with nonporous surfaces with or without reinforcement thread to prevent stretch and packaged on rolls with release paper on one side. J. Preformed Foam Sealant: Preformed, precompressed, open - cell, high - density urethane foom sealant impregnated with a nondrying, water - repellent agent; in precompressed sizes and in roll or stick form to fit joint widths indicated permanently elastic, mildew- resistant, nonmigratory, nonstaining, connpatible with joint substrates and other joint sealants; and as follows: 1. impregnating Agent: 1Manufactureer"s standard 2. Density: 1Manufacturex s standard. 3. Backing: Pressure - sensitive adhesive factory applied to one side, with protective wrapping. K. Secant Bockings. General: Nonstaining; compatible with joint substrates, sealants. primers, and other joint filers. approved for applications md - dated by secant manufacturer boxed on field experience and laboratory testing. 1. Plastic Foam Joint Filers: Preformed. cot, pressible. reslwnt, nonerG=g. nmextrudrng sups of plastic foam of material indicated below. and of size. shape. and density to control sealant depth and otherwise contribute to producing optimurm se cant performance` a. Open-cell payurethane foam. b. Ck ed -keel pdyethyierm foam, n 1 t to liquid water and ga% rxxmutgassng in unruptured state. c- Proprietary. retkwiateed. dosed - ceN pal yr»eric foam. ndxXutgossireg. with a density of 2.5 pcf and twtsie strength of 35 psi per ASTV D 1623. and with water absorption `ess than 0.02 gram /cubic contirneter peer ASTM C 1081 d. Any nnato indicated above. 2 Elastatimm Tubing Joint F farm lrleoprsne. butyl. EPOY. or sfcrvrne tubirng complying with ASTM D 1056. t to wdato and goo, and capable of ' C rewTiernt at tonilmakirse down to -26 deg F ( -32 dog IL 3 Teapw PofyW yierw tape or otter piosti c tape as resooennwewW by secant maroulacbmw for pomding bored bet Bern sealant and pint flax or e6wr nmtoriors alit back of joint. L P1 k w: An by joint sealant .Aveo rogeirred for mimosa- of sealant to joint i �" �..• �..�.. . _V01W.- !' _'1p.r .. -•!f'� ��. _ i -..r.�. «..�' .-.�.. • W 1.3 EXECUTION A. General: Comply with pint sealant manufacturer's instructions applicable to products and applications Indicated. B. Sealant Installation Standard: Comply with ASTM C 1193. C. Acoustical Sealant Application Standard: Comply with ASTM C 919 for use of joint sealants in acoustical applications. END OF SECTION 07901 SECTIQN Q8211 - FLUSH WOOD DOORS mmmi 1.1 GENERAL A. B. Submittals: In addition to product data, submit the following: 1. Shop drawings indicating location and size of each door, elevation of each kind of door, details of construction, location and extent of hardware blocking, and other pertinent data. 2. Samples of actual materials in small sections for each face material and finish. Quality Standard: Comply with the following standard: 06/29/05 0 A I ac A coyoF J U L - S 2005 Q PMWrf GWEA 1. NWWDA Quality Standard: I.S.1 -A. "Architectural Wood Flush Doors," of the National Wood Window and Door Association. s eat >R s arose • es w■s x•o awoe.ewaES ail sau►sw to ssrcw�= we eu�aarrw Dmm B Ctwcksid 8y 2. AIM Quality► Standard: "Architectural Woodwork Quality ow Sea* tAKW Ootar Jab Ift 04�7687 Standards of the Architectural Woodwork Institute. SP�2 3. WIC Quality Standard: "Monuol of Millwork" of the Woodwork Institute of California. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements. provide doors by one of the following: 1. Algoma Hardwoods Inc. 2. Fenestro Corporation. 3. Mohawk Flush Doors, Inc. 4. Weyrerhouser Co. B. Interior Solid Core Doors for Opaque Finish: As follows: 1. Faces: Medium - density overlay over standard thickness Q' hardwood face veneers. w 2. Grade: Premium. Q W 3. Construction: 7 plies. 1�_ 0 4. Core: Glued -block core. Z 5. Bonding: Stiles and roils bonded to core. then entire U] W I Z unit abrasive ploned before veneering. () 0 C. Fabricate flush wood doors to comply with following requirements. Z 1. In sizes indicated for job -site fitting. ® W = D. Shop prime exposed portions of doors for point finish with one in Division 9 Section a = '� coot of wood primer specified 'Pointing." 3i 1.3 EXECUTION A. Install wood doors to comply with manufacturers LPL, instructions and referenced quality standard and as indicated. 3, B. Align and fit doors in frames with uniform clearances and Y bevels. Machine doors for hardware. Seal cut surfaces (� Y after fitting and machining. SECTION 08110 - STEEL DOORS AND FRAMES 1.1 GENERAL A. Submit Product Data for each type of door and frame specified. B. Quality Assurance: Comply with ANSI /SDi 100. C. Fire -Rated Door Assemblies: NFPA 80, identical to assemblies tested per ASTM E 152, and labeled and listed by UL, Warnock Hersey. or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements. provide products by one of the following: 1. Amweld Building Products, Inc. 2. Coco Door Products. 3. Fen estra Corp. 4. Kewanee Corp. 5. Republic Builders Products. 6. Steelc raft. B. Hot -Rolled Stec Sheets: ASTM A 569 (ASTM A 569M). C. Cold -Rolled Steel Sheets: ASTM A 366 (ASTM A 366M), commercial quality. or ASTM A 620 (ASTM A 620M). drawing quality. D. Galvanized Steel Sheets: ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642 (ASTM A 6421x1), drawing quality, with A 60 or G 60 (Z 180 or ZF 180) coating designation. mil phosphatized. E. Steel Doors: Provide 1 -3/4 -inch- (44-mm -) thick doors of materials and ANSI /SDI 100 grades and models specified below, or as indicated an Drawings or schedules: 1. Interior Doors: Grade 11, heavy -duty. Model 2, seamless design. minimum 0.0478 -inch- (1.2 -mm -) thick cold -rolled steel sheet faces. 2. Exterior Doors: Grade III. extra heavy -dut Model 2, searnleess design, minimum 0.0635 -inch- 6.6 -mm -) thick galvanized steel sheet faces. F. Frames` Provide frames for doors, sidelights, borrowed lights, and other openings that comply with ANSI/SDI 100; fabricate to be rigid. neat in appearance„ and free from defects. warp, or budde. 1. For interior frames provide units with mitered or coped and continuously welded corners, formed from 0.0478 - inch- (1.2 -mm -) thick cold -rolled steel for openings 48 inches (1220 mm) or Ions in width and from 0.0598 -inch- (1.5 -mm -) thick steel for openings over 48 inches (1220 mm) in width. 2. For exterior frames provide units with mitered or coped and continuously welded cor, ers. formed from 0.0635 - inch- (1.6 -mm -) thick galvanized steel sheet 4. Door Silencers 3 on strike jambs of single -door frames and 2 an heads of double -door t`o`nes G. Tolerances Comply with Sal 117. H. Fabricate conceded stiffeners, rein t. edge channels. louvem and mddngs from either cold- or hot- raged steel sheet L Hardware Preparation: Prepare doors and frames to receive mortised and coricauied hardware according to SDI 107. J. Glazing Stops Minimum 0.0354 -"sxh- (0.9 -mm -) trick steel ar 0.040 -i►eh- (1 -mm -) thick dumkxxr.- 1. Pro ift stops an outside of exterior doors and an secure side of mterlor doors for glass in doors Z Provide sicr w-- applied. removable. glazing beods on i►side of glass in doors, K. Finishes. Generok Carirply with NIIAW's "Veld Fri wshos Manual' for relative to applying and desigriaUM finistnes. 1. Apply primers and organic fiefs to Boars and f ="as after M& ica L Gakuii ;zW Steel SMnest Fiiniie Cornpiy wan SDI 112 o nd the %illowing: 1- Surface Pf wpm atial Clean surfaces oft nionpabollourn solven so that st.rlooes we arse of alai or Gem cw:tarv*mx ts. Alter dowiv rq. appey o cangw cOatang of the type suited to the cargo coo" applied aar It. Oman wilft on ctnarnioal comectio died abraded arew and apply 9oog+is*119 "Warr poW app_ d to conq ly wM AS111 A 780. 2 llsovir P101in SSPC - POW 206 anc- drArt mt oft � b not is woo n !4 Tw� am &W by woi�nt � a Fectory Ptlrwinr! for F` FiA t 1110"" Bid pea a- M �i w llw t apace below i vl�r cam! 0 Ll qo � g a .J :. a �� rt t om �o '< •� = • Zp�C0 •f_ob ego = O .i �a Revisions A ISSUED FOR PERMIT 06/29/05 0 A I ac A coyoF J U L - S 2005 Q PMWrf GWEA a ear euv rr UK rue wE M ON- +ve• +� w srsrr w WN is sE IN s eat >R s arose • es w■s x•o awoe.ewaES ail sau►sw to ssrcw�= we eu�aarrw Dmm B Ctwcksid 8y ADI. ow Sea* tAKW Ootar Jab Ift 04�7687 %so "M SP�2 Is and pretreatment. a. Shop Primer: Zinc -dust, zinc -oxide primer point complying with performance requirements of FS TT -P- 641, Type II. M. Steel Sheet Finishes: Comply with SSPC -PA 1, "Paint Application Specification No. 1." 1. Surface Preparation: Solvent -clean surfaces according to SSPC - 1. Remove mill scale and rust to comply with SSPC -SP 5 (White Metal Blast Cleaning) or SSPC- SP 8 (Pickling). 2. Pretreatment: Immediately after surface preparation, apply a conversion coating suited to organic coating applied over it. 3. Factory Priming for Field- Painted Finish: Apply shop primer that complies with ANSI A224.1 acceptance criteria, is compatible with finish point systems indicated, and has capability to provide o sound foundation for field- applied topcoats. Apply primer Immediately after surface preparation and pretreatment. 1.3 EXECUTION A. General: Install steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. Install at least 3 anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. 3. Install fire -rated frames according to NFPA 80. C. Door Installation: Fit hollow -metal doors accurately in frames, within clearances specified in ANSI /SDI 100. 1. Fire -Rated Doors: Install with clearances specified in NFPA 80. D. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air - drying primer. E. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION 08110 SECTION 08410 - ALUMINUM ENTRANCES AND SjORE_FRONTS 1.1 General: A. System Performance Requirements: Comply with structural performance, air infiltration, and water penetration requirements indicated, as demonstrated by testing stock assemblies according to test methods indicated. B. Thermal Movement: Provide for expansion and contraction resulting from an ambient temperature range of 180 deg F (100 deg C) without buckling, joint seal failure, undue stress on structural elements, damaging loads on fasteners, reduction of performance, or stress on glass. Doors shall function normally over range. 1. Wind Loads: Provide assemblies capable of withstanding pressures of 20 psf inward and outward, acting normal to plane of the wail. C. Structural Performance: Test in accordance with ASTM E 330. There shall be no glass breakage or permanent damage to fasteners, anchors, hardware or actuating mechanism or permanent deformation of framing members in excess of 0.2 percent of their dear span. 1. Deflection Normal to the Plane of the Wall: Test pressure shall be wind load specified. Deflection shall not exceed 1/175 of dear span, when subjected to uniform load deflection test. 2. Deflection Parallel to the Plane of the Wall: Test pressure shall be 1.5 times wind pressure. Deflection of members carrying full dead load shall not exceed amount that will reduce glass bite below 75 percent of design dimension or edge clearance between member and fixed glass or other fixed member above to less than 1/8 inch. Clearance between the member and operable door or window shall be at least 1/16 inch. D. Air Infiltration: Not more than 0.06 CFM per sq. ft. of fixed area (excluding operable door edges) when tested in accordance with ASTM E 283 at inward test pressure differential of 1.57 psf. E. Water Penetration: No uncontrolled water penetration (excluding operable door edges) when tested In accordance with ASTM E 331 at on inward test pressure differential of 6.24 Ibf per sq. ft. F. Condensation Resistance: Provide units showing condensation resistance factor (CRF) of not less than 45 when tested in accordance with AAMA 1503. G. Thermal Transmittance: Provide U - value of not more than 0.65 BTU/(hr x sq. ft. x deg F) at 15 -mph exterior wind velocity when tested in accordance with AAMA 1503. H. Submittals: Submit the following: 1. Product Data: Include fabrication methods, data on finishing, hardware and accessories and surface maintenance recommendations. 2. Shop Drawings: Include layout, installation details, 1/4-Inch scale elevations, detail sections of composite members, anchors and reinforcement, hardware mounting heights and glazing details. 3. Hardware schedule organized into sets. Include item and manufacturer's name and designation of each item required. 4. Samples: Pairs of samples of each finish on 12 -Inch- long sections. Where normal color variations are anticipated, include sets indicating full range of color variations. 5. Certified test reports showing systems have been tested and comply with requirements. I. Installer Qualifications: Installer who has completed installations similar to those required and whose work has resulted in a record of successful in- service performance. J. Manufacturer's Qualifications: A firm experienced in manufacturing systems similar to those indicated and has a record of successful in- service performance. K. Design Criteria: Drawings indicate size, profile, and dimensional requirements and are based on specific types and models indicated. Aluminum entrance and storefront by other manufacturers may be considered provided deviations do not change the design concept. 1.2 Products: A. Aluminum Members: Alloy and temper recommended; comply with ASTM B 221 for extrusions, ASTM B 209 for sheet or plate, and ASTM B 211 for bars, rods, and wire. Kowneer screw spline B. Carbon Steel Reinforcement: Comply with ASTM A 36 for structural shapes, plates and bars, ASTM A 611 for cold - rolled sheet and strip, or ASTM A 570 for hot - rolled sheet and strip. C. Glazing Materials: Comply with "Glass and Glazing" section. D. Panel Core Material: Rigid, closed -cell polyurethane insulation. E. Fasteners: Aluminum, nonmagnetic stainless steel. zinc plated steel, or material warranted to be noncorrosive and compatible with aluminum components, hardware, anchors, and other components. 1. Do not use exposed fasteners except for application of hardware. For hardware, use Phillips flat -head machine screws that match finish of member or hardware being fastened. F. Concealed Flashing: 0.0179 -inch (26 gage) minimum dead - soft stainless steel, or 0.026- inch -thick minimum extruded aluminum of alloy and type selected for compatibility with other components. G. Brackets and Reinforcements: High - strength aluminum; where use of aluminum is not feasible provide nonmagnetic stainless steel or hot -dip galvanized steel complying with ASTM A 123. H. Concrete/Masonry Inserts: Cast iron, malleable iron, or hot -dip galvanized steel complying with ASTM A 123. I. Compression Weatherstripping: Replaceable molded neoprene gaskets complying with ASTM D 2000 or molded PVC complying with ASTM D 2287. J. Sliding Weatherstripping: Replaceable wool. polypropylene, or nylon woven pile weatherstripping, with nylon fabric or aluminum strip backing. complying with AAMA 701.2. K. Hardware: Heavy -duty units required for operation; finish to m etch door. 1. Ball- Bearing Butts: 5- knuckle, 2- bearings, steel ball bearing butts sized to comply with ANSI A156.1, Grade 1; 2 butts for doors 7 feet 6 inches or less, 3 butts for taller heavier doors. 2. Surface - Mounted Overhead Closer= Modern type with cover, for hinge side instillation. Comply with ANSI A156.4. Grade 1. Comply with recommendations for closer size. Include the following: a. Hold -open arm. b. Delayed- action dosing. 3. Door Stop: Floor or wall mounted, as appropriate, with integral rubber bumper. comply with ANSI A156.16, Grade 1. 4. Cylinders are supplied under another Division 8 Section. 5. Thumb -Turns: Inside thumb -tum cylinders of cost duminum alloy. 6. Deadlocks: Mortised maximum security deadlock, with minimum 1- inch -long pivoted bait and stainless steel strike box; comply with ANSI A156.5. Grade 1. 7. Deodatches: Mortise -type deodiatch with stainless steel strike box; comply with ANS A156.5. Grade 1. 8. Lever Handle= Cast aluminum dloy inside units. 9. Panic Hardware: Conceded -rod type actuated by fWl- widt.h crash bar. Comply with UL 305. 10. Push -Pull Plates: Alumirxsm push -pull plates of style indicated 11. Threshold= Extruded aksmiinurn in mil finish, with anchors and dips, coordrated with pivots and fioor- concealed closers. 12_ Sienco At locations without weatherstripping. provide neoprene siencers an stops to prevent metal metal contact. L Framing System Fabricate from extruded aluminum members ;�fte of size and indcated include reinfordng. Provide for flush g1wring from the exterior without projecting stops. Shop - fabricate and prea�inble_ Provide l`am`e sections without eapoad worns. '1. infil Part= Fkrdi -k nriiated paneis of thk*new irdcated. with core marterkV bminated with waterproof glue between two owe of aluminum. M. Stie- and-Rd Type Entrance Doors Provide bAWW *ore lab iovted wrrtfi inaid anicd pints usi" heavy bow ed reinforcing pk tes and cc - cooled tit -nods or T I. Giaizireg Fatm ioote to toaiitate !rpiocwnw!t of glass or parole. wiwxMit disms 61YL Pr'vride swap -air outruded ao rirurn g1law eg stops w 1h Wtrrim stops Crodwed for 2- Owei m Pevvide 1- 3 /4- ind -tt doors of design CL Nediiirn stie (3-1/2-inch non+ied violin)` Itw. F Fabricaft to derigne. sirs aced indWaitied and campy uft Sa<w 4 prams• are indoaitid the a ot�s0 1. ltewrewt frw" rripr an tnUg ly c e , csaist Ivrr oowdirclrerot Whenwd bwdw ddrrow •letorior aid irlaior to greet w i-- t�msAsl oar+ OwL 11111! and hardware application before shipment to the Project. Disassemble only as necessary for shipment and Installation. I. Do not drill and top for surface - mounted hardware items until time of installation. 2. Preglaze door and frame units to greatest extent ,possible. P. Welding: Comply with AWS recommendations. Grind exposed welds smooth. Restore mechanical finish. Q. Reinforcing: Install reinforcing for hardware and as necessary for performance requirements, sag resistance and rigidity. R. Dissimilar Metals: Separate dissimilar metals with bituminous point, suitable sealant, nonabsorptive plastic or elastomeric tape or gasket between surfaces. Do not use coatings containing lead. S. Continuity. Maintain accurate relation of planes and angles, with hairline fit of contacting members. T. Fasteners: Conceal fasteners wherever possible. U. Provide finger guards of collapsible neoprene or PVC gasketing securely anchored into frame at hinge-jamb of center - pivoted doors. V. Finishes: Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. Finish designations prefixed by "AA" conform to the system established by the Aluminum Association for designating aluminum finishes. W. Class I Color Anodized Finish: AA- M12C22A42/A44. Comply with AAMA 606.1 or AAMA 608.1. 1. Color: Clear Anodized 1.3 Execution: A. Examine substrates for compliance with requirements, installation tolerances, and conditions that affect Installation. Correct unsatisfactory conditions before proceeding. B. Installation: Comply with manufacturer's instructions. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Install in proper alignment and relation to established lines and grades. Provide support and anchor securely in place. C. Drill and tap frames and doors and apply surface- mounted hardware. D. Set sill members in bed of sealant, or with joint fillers or gaskets. E. Refer to "Gloss and Glazing" Section for installation of glass and other panels glazed into doors and framing. F. Adjust hardware to function properly. G. Clean completed system after installation. Avoid damage to coatings. H. Clean glass after installation. Comply with "Glass and Glazing" Section for cleaning and maintenance. END OF SECTION 08410 SECTION 08710 - DOOR HARDWARE 1.1 GENERAL A. Submit samples of hardware items, showing each required finish from each manufacturer (for acceptance of color and texture only). B. Submit final hardware schedule organized by "hardware sets," to indicate specifically the product to be furnished for each item required on each door. 1. Furnish templates to each fabricator of doors and frames as required for hardware preparation. C. For fire -rated openings provide hardware tested and listed by UL or FM (NFPA Standard 80). On panic exit devices provide UL or FM label indicating "Fire Exit Hardware." D. Hardware Allowance: See Division 1 for amount and procedures for purchase and payment (overrun or underrun). The costs of handling and installation are not covered by the allowance. 1.2 PRODUCTS A. Number Designations: Numbers indicating hardware items are ANSI/BHMA standard number designations. B. Manufacturers: Subject to compliance with requirements, provide products by manufacturers for various products listed below. An asterisk ( *) following manufacturer's name designates manufacturer whose products are indicated in Hardware Schedule. Such products are listed in the schedule by specific reference to manufacturer's catalog numbers. Except as otherwise indicated, products of equivalent quality, design. and function by other listed manufacturers may be used, subject to approval of Architect. 1. Butts and Hinges: Bommer. Col Royal, Hager*. McKinney, H. Soss, Stanley. 2. Key Control System: Key Control Systems, Telkee. Verify with Owner. 3. Cylinders and Locks: Arrow, Best, Corbin & Russwin, Falcon. Sargent, Schloge*, Yale. 4. Exit/Panic Devices: Adams Rite, Arrow, Corbin do Russwin. Dar- O- Matic, Monarch. Precision, Reed, Sargent, Von Duprin *, Yale. 5. Overhead Closers: Arrow. Corbin alt Russwiiin, Dorms', LCN. International Door Closers. Monarch. Norton, Rixon- Firemark. Sargent, Yale. 6. Door Contra Devices: Baldwin, Brooldirm Builders Bross. Corbin & Russwin. Glynn - Johnson *. Hager, Ives, Quality, Triangle Brass 7. Door Trim Unit= Baldwin', Brookine. Builders Bross, Hager. Ives, Triangle Bross. 8. Kick, Mop, and Armor Plates Bddwin*. Brookline. Corbin & Russwin, Hager, Hiawatha. Ives Triangle Brass. 9. Door Stripping and Seals: Hager. National Guard. Perko. Reese *. Sealeze, Ultra, Zero. 10. ThreshoWsz Hager, National Guard, Perko, Reese*. SeOleze, Zero. 11. Automatic Drop Seals : Hager. National Guard. Perko, Reese*, Zero. C. Finish and base material designations are indioeted in occ ordanoe with ANSI Bl MA Al 56.18 or the nearest trodtiond U.S. commercial finish. 1. W111hoere base materid and quality of finish are not otherwise indeated. provide at least the con it y min ciafly i� 1 v a A. System Performance Requirements r% rovide daing z systems capable of withstmcfng -mrmd therrnd rrwoMsrnent, mind Ioo6ng., and irnpoct Wodn% without faiure irk u6rrg k s or doss breakage arttrfutabie tac detective marufaa:tum fabrication. and installation; deto kw o! " Of glazing mra and attar defects in 1. Goss Provide gloss Itfs in the th' arid ( c o i sill d or Asait- treated) to :inset or anceW the k4 a min %x itw parsed an analysis of Project loads and it- service o. Ww*r urn glow th icisresL rwarrrin A of St� in sirteriar salt is &0 MM (OQ23 inde)L b. iininuen glass thidvNwss of ss ooniposed of anraal or heat -b" glans wu sisctrrd so the w rst- car,rt piobO611111111ty of k4w a doss not end e t as - I g: 1) 0 Reis per 1400 liar ilRiis set vw bcm@y or not own 15 dsgimn of retinal and wow wind acW L Svi�lirwittdsr to add Won to protoct deW *Winn 12-bm:h- 140 as sorwpils of sub t3go of yws escspt for clear monolithic gloss products, and 12- inch -long samples of each color required (except block) for each type of sealant or gasket exposed to view. C. Product certificates signed by glazing materials manufacturers certifying that their products comply with specified requirements. D. Compatibility and adhesion test reports from sealant manufacturer indicating that glazing materials were tested for compatibility and adhesion with glazing sealants. E. Compatibility test report from insulating glass edge sealant manufacturer indicating gloss edge sealants were tested for compatibility with other glazing materials. F. Glazing Publications: Comply with published recommendations of glass product manufacturers, "FGMA Glazing Monuol," and publications of AAMA, LSGA, and SIGMA as applicable to products indicated, except where more stringent requirements ore indicated. G. Safety Glass: Products complying with ANSI Z97.1 and testing requirements of 16 CFR Port 1201 for Category II materials. H. Insulating Glass Certification Program: Provide Insulating gloss units permanently marked with appropriate certification label of inspecting and testing agency indicated below: 1. Insulating Glass Certification Council (IGCC). 2. Associated Laboratories, inc. (ALI). 3. National Certified Testing Laboratories (NCTL). 1.2 PRODUCTS A. Float Glass: ASTM C 1036, Type I, Class as indicated below, and Quality q3: 1. Class 1 (clear) unless otherwise indicated. 2 . Class as indicated in each Product Data Sheet at the end of this Section. B. Hoot Treated Float Glass, Fabrication: Fabricate heat - treated float glass by the following method: 1. Vertical (tong -held) or horizontal (roller- hearth) process. at manufacturer's option, except provide horizontal process where indicated as tongless or free of tong marks. C. Heat- Treated Float Glass Products: As follows: 1. Uncoated, Clear, Heat - Treated Float Glass: ASTM C 1048, Condition A. Type I, Class 1. Quality q3, kind as indicated below: a. Kind HS where indicated. b. Kind FT where indicated. D. Sealed Insulating Glass Units: Preassembled units complying with ASTM E 774 and with other requirements Indicated, including those in Insulating Glass Product Data Sheet at the end of this Section. 1. For properties of individual glass lites making up units, refer to requirements specified elsewhere in this Section applicable to glass products comprising lites of insulating glass units. 2. Provide heat- treated, coated float glass of kind indicated or, if not otherwise indicated, Kind HS where recommended by manufacturer to comply with system performance requirements specified and Kind FT where safety glass is designated or required. 3. Performance characteristics designated for coated insulating glass are nominal values based on manufacturer's published test data for units with liter 6.0 mm (0.23 inch) thick and nominal 1/2-inch dehydrated space between lites, unless otherwise indicated. 4. U- values are expressed as Btu/hour x sq. ft. x deg F. E. Elostomeric Glazing Sealants: Products complying with ASTM C 920 requirements indicated on each Elastomeric Glazing Sealant Product Data Sheet at the and of this Section, in colors indicated. compatible with other materials they will contact. 1. Additional Movement Capability. Provide products, when tested per ASTM C 719, with the capability o withstand the specified percentage change in the joint width existing at time of installation and remain in compliance with other requirements of ASTM C 920 for uses indicated. F. Back -- Bedding Mastic Glazing Tape: Preformed, butyl -bused elostomeric tape. with or without spacer rod as recommended by tape and glass manufacturers for application indicated, and complying with AAMA 800 for products indicated below: G. Expanded Cellular Glazing Tape: Closed -cell. polyvinyl chloride foam tape, factory coated with adhesive on both surfaces, and complying with AAMA 800 for product 810.5. H. Dense Compression Gaskets: kidded or extruded, gaskets of material indicated below, complying with standards referenced with name of elostomer indicated below, and of profile and hardness required to maintain watertight seal: 1. Neoprene, ASTM C 864. 2. EPDM. ASTM C 864. 3. Silicone. ASTM C 1115. 4. Thermoplastic polyclefn rubber. ASTM C 1115. 5. Any material indicated above. I. Soft Compression Gaskets: Extruded or molded dosed -cell. integral- skinned gaskets of material indicated below. complying writer ASTM C 509. Type 11, block, and of profile and hardness required to maintain watertight sed: 1. Neoprene. 2. EPDIM. 3. Silicone. 4. The rmapiastic pdyolefin rubber. 5. Any materiel indicated above. J. Miscellaneous Glazing Moterid= Products of material, size. and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materiels involved for glazing application iir!dieated. and with a proven record of compatibility with sxfoces contacted in instaillotion. K. Fabricate gloss and other glazing products in sizes required to glaze openings indented for Project. with sedge and face dearan XIM edge and surface conditions and bite complying with recanrnendaiti►ons of product rr%onufacturar and gkm ng publicatWn3 air raWkvd to comrply W th system Performance requirements. 1 _ Clean out or Plot grind vertical edges of butt- glazsd monolithic lites; in a Rtianrw that produces square edgier inth slight kerts at pinc writh indoor and outdoor faces. 1.3 EXECUTION Ar Comply with combined . of manufacturer! of Glass. aevl�orit3. gaisksts. acid other glazing r*+arterrivls. exempt where `*lore stringent rsquirerriw+ts are i+dooted. 8, Protect tr�tronr 'FAA Glowing 11awr��oi. installation edge �� during �w* ^9 and , C. Do not anal edp stipriot+sd by gloss nwarra ftcbo w o for bitsta rig glass ites. 0. Set glow l ities if soch swiss wish ksrriorrin parttwn. dry bow. and abnb it chmoctuisti E Pvoteet gloss from contoet oft oantare+inathig wo�stor+ces `0111110 ng train F%0 strxtiow apsubwas Wad kidrwg said spiattar_ F_ tierewove and rep/me gloss dart in or . co ipp a oclre ob ods4 or dsrwogs0 in airy w*A 9 nv4ird ooirsoo; WW - _ Q WOO SUMMs an be& fib w In each w� of PhOjwj "at t � � r 4A10 •i o�i 4 dos prier loo deft scAsill�d 111411 - eotri�A daft of 9ile�ow6d �1w �� • by 1 0 * "wow 1111 » y ft db r7 th P fe Z LLIWF" CC 00 �W� IL 1X he �Y3 • 0 a J • �o y Ufa ro Q 0 Z 0 I t= 0 Of =� X �i� _ o a t . N 9 1 �-J e L� LU CO) Revisions A ISSUIED FOR PERMIT 06/29/05 0 0 0 PANXNW 0 CM OF TUKWILA Q J U L 6 2005 0 PEST aWrER e! as• sir waw lace s +E- +� res■i f sri•unia M sr w � sE �! a eiR �uiM■s rwwwis wo ssisew s eo 9RAI M Aoirsr Driven ey ey FXX Soais Dote .lob I$& 4�7687 SP "M SP�3 Is D. Set gloss lites in each series with uniform pattern, draw, bow, and similar characteristics. 6. Z- Furring Members: Manufacturer's standard Z- shaped 1.3 EXECUTION E. Lock Strip Gasket Glazing: Comply with ASTM C 716 and furring members with slotted or nonslotted web, fabricated from steel sheet complying with ASTM A 653 A. Install stee framing to comply with ASTM C 754 and with that gasket manufacturer's printed recommendations. Provide supplementary wet (m ASTM A 653M ) or ASTM 568 ASTM A 568M • with a ASTM 1. C 840 requirem apply to framin installation. Install supplementary g pp lementar Y framin g blocking, and bracing of seal and weep system unless otherwise Indicated. minimum bass metal ini b (uncoated) thickness of 0.017 9 Inc c Z 4c terminations in gypsum board assemblies to support F. Protect glass from contact with contaminating ubstances resulting from (0.45 mm), face flange of 1-1/4 inch (31.8 mm), wall- attachment flang of 7/8 inch 22.2 mm). and ofd ep depth g36 fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction operations including weld splatter. required to fit insulction thickness indicated. construction. G. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged D. Fasteners for Metal Framing: Type, material, size, corrosion resistance, holding power, and other properties 2. Isolate steel framing from building structure at locations indicated to prevent transfer of loadin in any way, including natural causes, accidents and vandalism, Burin construction required to fasten steel framing nd furring members g g g imposed by structural movement. g period. H. Wash glass on both faces in each area of Project not more securely to substrates involved; complying with the a. Where building structure abuts ceiling perimeter or than 4 days prior to date scheduled for inspections that recommendations of gypsum board manufacturers for applications indicated. penetrates ceiling. establish date of Substantial Completion. Wash glass as recommended by E. Gypsum Board Products: Types indicated in maximum lengths b. Where partition framing and wall furring abut structure, except at floor. glass manufacturer. END OF SECTION 08800 available that will minimize end -to -end butt pints in each 3. Do not bridge building control and expansion joints area indicated to receive gypsum board application. with steel framing or furring members. Independently 1. Gypsum Wallboard: ASTM C 36, in thickness indicated. frame both sides of joints with framing or furring o. Type: Regular for vertical surfaces, unless members as indicated. 1.1 GENERAL otherwise indicated. B. Installing Steel Framing for Suspended and Furred Ceilings: A. Sound Transmission Characteristics: For gypsum board b. Type: Type X where required for fire- resistance- rated assemblies. As 1. follows: Sway -brace suspended steel framing with hangers used assemblies with STC ratings, provide materials and construction identical to those c. Type: Sag - resistant type for ceiling surfaces. for support. of assemblies whose STC ratings were determined according to ASTM E 90 and d. Edges: Tapered. e. Proprietary Gypsum Board Products: Subject to 2. Install suspended steel framing components in sizes and at spacings indicated, but not less than that required classified according to ASTM E 413 by a qualified Independent testing agency. compliance with requirements, provide one of the by the referenced steel framing installation standard. B. Fire Test - Response Characteristics: Where fire- resistance- following products where proprietary gypsum wallboard is indicated: 3. Grid Suspension System: Attach perimeter wall track or ' rated gypsum board assemblies are indicated, provide gypsum board 1) Gyprock Fireguard C Gypsum Board; Domtor angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross - assemblies that are identical to assemblies tested for fire resistance according to ASTM E 119 by an Gypsum. 2 Firestop Type C; Georgia - Pacific Corp. furring members to each other and butt -cut to fit into track. independent testing and inspecting agency acceptable to authorities having jurisdiction. 3 Fire - Shield G; National Gypsum Co.; Gold Bond 4. wall For exterior soffits, install cross - bracing and 1.2 PRODUCTS Building Products Division. 4) SHEETROCK Brand additional framing to resist wind uplift according to A. Manufacturers: Subject to compliance with requirements, Gypsum Panels, FiRECODE C Core; United States Gypsum Co. details on Drawings. C. Installing Steel Framing for Walls and Partitions: Install provide products by one of the following: 1. Grid Suspension Assemblies: 5) SHEETROCK Brand Gypsum Panels, ULTRACODE Core; steel studs and furring at spacings indicated. a. Armstrong World Industries, Inc. United States Gypsum Co. 2. Exterior Gypsum Soffit Board: ASTM C 931, with 1. Where studs are installed directly against exterior walls, install asphalt felt strips or foam b. Chicago Metallic Corp. USG manufacturer's standard edges, in thickness indicated. gaskets between studs and wall. C. Interiors, Inc. d. Worthington Steel Company (formerly National a. Type: Regular, unless otherwise indicated. 3. Water- Resistant Gypsum Backing Board: ASTM C 630, in 2. Extend partition framing full height to structural supports or substrates above suspended ceilings. except Rolling Mills). 2. Gypsum Board and Related Products: ? thickness indicated. a. Type: Regular, unless otherwise indicated. where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for a. Domtor Gypsum. b. Georgia- Pacific Corp. F. Cementitious Backer Units: ANSI A118.9, in maximum lengths doors and openings and frame around ducts penetrating c. National Gypsum Co.; Gold Bond Building Products available to minimize end -to -end butt joints. G. Accessories for Interior Installation: Comerbead, edge partitions above ceiling to provide support for gypsum board. Division• d. United States Gypsum Co. trim, and control joints complying with ASTM C 1047, formed 3. Cut studs 1/2 inch (13 mm) short of full height to B. Steel Framing Components for Suspended and Furred Ceilings: metal or plastic, with metal complying with the following requirement: 4. provide perimeter relief. For STC -rated and fire- resistance -rated partitions that Provide components complying with ASTM C 754 for conditions Indicated. 1. Steel sheet zinc coated by hot -dip process or rolled extend to the underside of floor /roof slabs and decks 1. Wire Ties: ASTM A 641 (ASTM A 641 M), Class 1 zinc zinc. H. Accessories for Exterior Installations: Comerbead, edge or other continuous solid structural surfaces to obtain ratings, install framing around structural and other coating, soft temper, 0.062 inch (1.6 mm) thick. 2. trim, and control joints formed from steel sheet zinc members extending below floor /roof slabs and decks, as Wire Hangers: ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper, 0.162 -inch (4.1 -mm) diameter. coated by hot --dip process or rolled zinc complying with ASTM C 1047. needed, to support gypsum board closures needed to make 3. Hanger Rods: Zinc coated or protected with rust- J. Joint Treatment Materials: Provide joint treatment partitions continuous from floor to underside of solid structure. inhibitive point. 4. Flat Hangers: Zinc coated or protected with rust- materials complying with ASTM C 475 and the recommendations of both the manufacturers of sheet products and of joint 5. iFrome door openings to comply with GA -219, and with applicable recommendations inhibitive point. treatment materials for each application indicated. published of gypsum board manufacturer, unless otherwise indicated. 5. Channels: Cold -rolled steel, 0.0598 -inch (1.5 -mm) 1. Joint Tape for Gypsum Board: Paper reinforcing tape, 6. Frame openings other than door openings to comply with minimum thickness of base metal and 7/16 -inch- (11.1 -mm- ) flanges, unless otherwise indicated. details indicated or. if none indicated, as required wide and as follows: a. Use pressure - sensitive or staple - attached, open- for door openings. Install framing below sills of a. Carrying Channels: 2 inches (50.8 mm) deep, 590 Ib /1000 feet (88 kg /100 m). weave, glass -fiber reinforcing tape with compatible openings to match framing required above door heads. unless otherwise joint compound where recommended by manufacturer of Indicated. gypsum board and joint treatment materials for 7. Install Z- furring members and thermal insulation as b. Furring Channels: 3/4 inch (19.1 mm) deep, 300 application indicated. indicated and to comply with requirements of lb/11000 feet (45 kg /100 m), unless otherwise 2. Joint Tape for Cementitious Backer Units: As manufacturers directions. indicated. recommended by Cementitious backer unit manufacturer. 8. Install polyethylene vapor retarder where indicated to d. Finish: Rust- inhibitive paint, unless otherwise 3. Setting -Type Joint Compounds for Gypsum Board: Factory- comply with the following requirements: indicated. packaged, job- mixed, chemical- hardening powder products a. Extend vapor retarder to extremities of areas to be e. Finish: ASTM A 653, G 60 (ASTM A 653M. Z 180) hot- formulated for uses indicated. protected from vapor transmission. Secure in place dip galvanized coating for framing for exterior a. For prefilling gypsum board joints, use formulation with mechanical fasteners or adhesives. Extend soffits and where indicated. recommended by gypsum board manufacturer. vapor retarder to cover miscellaneous voids in 6. Steel Studs for Furring Channels: ASTM C 645, in depth b. For filling joints and treating fasteners of water - insulated substrates, including those filled with indicated and with 0.0179 -inch (0.45 -mm) minimum base resistant gypsum backing board behind base for loose mineral -fiber insulation. metal thickness, unless otherwise indicated. ceramic tile, use formulation recommended by gypsum b. Seal vertical joints in vapor retarders over a. Protective Coating: ASTM A 653, G 40 (ASTM A 653M. board manufacturer. framing by lopping not less than 2 wall studs. Z 90) hot -dip gdvanized coating for framing for c. For topping compound, use sandable formulation. Fasten vapor retarders to framing at top, end, and exterior soffits and ceding suspension members in 4. Drying -Type Joint Compounds for Gypsum Board: Factory - bottom edges, at perimeter of wall openings, and at areas within 10 feet (3 m) of exterior walls. packaged vinyl -bosed products complying with the lap joints; space fasteners 16 inches (400 mm) o.c. 7. Steel Rigid Furring Channels: ASTM C 645, hat shaped, following requirements for formulation and intended c. Seal joints in vapor retarders caused by pipes, 0.0179 -inch (0.45 -mm) minimum base metal thickness, use. conduits, eiectrlcd boxes, and similar items unless otherwise indicated. a. Ready -Mixed Formulation: Factory -mixed product. penetrating vapor retarders with vapor retarder a. Protective Coating: ASTM A 653, G 40 (ASTM A 653M, 1) All-purpose compound formulated for both taping tope. Z 90) hot -dip galvanized coating for framing for and topping compounds. d. Repair any tears or punctures in vapor retarder exterior soffits and ceding suspension members in 5. Joint Compound for Cementitious Backer Units: Material immediately before concealing it with the areas within 10 feet (3 m) of exterior walls. recommended by Cementitious backer unit manufacturer. installation of gypsum board or other construction. 8. Steel Resilient Furring Channels: Standard product K. Acoustical Sealant for Exposed and Concealed Joints: D. Gypsum Board Application and Finishing Staidards Install fabricated from steel sheet complying with ASTM A 653 Manufacturers standard nonsog. pointable. nonstaining and finish gypsum panels to comply with ASTM C 840 and GA- (ASTM A 653M) or ASTM A 568 (ASTM A 568M) to form 1/2- latex sealant complying with ASTM C 834 that is effective 216• inch (12.7 - mm - ) deep channel of the following in reducing airborne sound transmission through perimeter 1. Install sound - attenuation blankets, where indicated. configuration: joints and openings in building construction as prior to installing gypsum ponds unless blankets are a. Single- or Double -Leg Configuration: Asymmetric- demonstrated by testing representative assemblies according reodiy installed after panels have been installed on shaped channel with face connected to a single to ASTM E 90. one side. flange by a single- slotted leg (web) or hat - shaped L. Acoustical Sealant for Conceded Joints: Manufacturers 2. Install ceding board panels across framing to minimize channel, with 1-1/2-inch- (38.1 -mm- -) wide face standard nondrying. nonhardening, nonskaning, nonstaining, the number of abutting and joints and to avoid abutting connected to flanges by double- slotted or expanded- gunnable, synthetic - rubber sealant recommended for sealing and joints in the centrd area of each ceding. metal legs (webs). interior conceded joints to reduce transmission of Stagger abutting and joints of od jocent panels not less 9. Grid Suspension System for interior Ceilings: airborne sound. than one framing member. ASTM C 645, manufacturer's standard direct -hung system. M. Miscellaneous Materials: Provide auxiliary materials for 3. Spot grout hollow metal door frames for slid -core wood C. Steel Framing for Walls and Partitions: Provide steel gypsum board construction that comply with referenced doors. hollow metal doors. and doors over 32 inches framing members complying with the followin requirements: standards and recommendations of gypsum board manufacturer. (813 mm) wide. Apply spot grout at each jamb anchor 1. Protective Coating: ASTM A 653. G 40 ?ASTM1 A 653M. 1. Spot Grout ASTM C 475, setting-type joint compound clip and immediately insert gypsum panels into frames. recommended for spot- grouting hollow metal door frames. 4. Form m control and expansion joints at locations attached to and within 10 feet (3 m) of exterior walls. 2. (Fastening Adhesive for Wood ASTM C 557. indicated and as detailed. with space between edges of 2. Steel Studs and Runners: ASTM C 645. in th �'p 3. Fastening Adhesive for Metal: 9 Special +� m '�Jan�9 9� panels. as well as supporting framing indicated and with 0.0179 -inch (0.45 -mm) minimum base recommended for laminating gypsum panels to steel behind gypsum panels_ metal thickness, un!ess otherwise indicated. froming. 5. Isolate perimeter of nonlood- bearing gypsum board a_ Provide 0.0329 -inch (0.84 -mm) minimum base metal 4. Steel drill screws complying with ASTM C 1002 for the partitions at structural abutments, except floors, as thic for head runner, sill runner, jamb. and following appl ications: detoied_ P!ovioe 1/4- to 1/2 -inch- (6.4- to 12.7 -mm -) cripple studs at door and other openings. a Fastening gypsum board to steel Rwmbers less than .ride spaces at these locations and trim edges with U- Ib. Provide 0- 0329 -inch (0.84 -mm) minimum base metal 0.033 ':xch (0.84 mm) thick bead edge trim where edges of gypsum panels are thickness in i ocat ions to receive c omentitiious b. Fastening gypsum board to wood tow, bens. expoxd. Sod joints between edges and abutting Docker units. c.. Fastening gypsum board to gypsum board. Structural surfaces with 000us #ice sealant 3. Steel Rigid Furring '.channels ASTM C 645. hat shaped, 5. Sted drill) screws compf #i g with ASTM C 954 for 6. Floating Construction: mere feosi ie. kx*xfng where lin depth indicated and with 0.0179 -inch (0.45 -mm) fastening gypsum board to steel members from 0.033 to by Manufacturer. install gypsum panels over rrinwrwm base meta thickness. unless othe wise 0.112 inch (0.84 to 2.84 mm) thick. wood framing, with floating internal corner cormbuct idcoted. 16. Steal dell screws of size and type by unit 7. Wwe STC -noted gNmurm board assemblies are kx%coted. 4. Furring Brairkets: Serrated-am as type. aid jistable, manufacturer for fastening comentitwus bodker units sped construction at perrneters. beehend kar+" and fabricated from Caro ior►- resistant steel sheet 7. Gypsum Board Naas ASTMS C 514. ex;ioans -- - 1 joints. aperwm^ and permtratiims with a dying with ASTM C 645, minkrw on thiciolt;3s of box & AsW.d t -Saturated 0rganiic Fait ASTM D 226. Type I continuous bead of sealant iricks ng a bead (ur oateed) metal of 0 -0329 in& (0.84 mm), desig or' for (No- 15 osphdt felt), eel at both faces of the par tibarm Comply wth screw attvd+rner+t to steal studs and stud rigid furring 9. Foam: Ga ket= -eel vinyl foam oe�esne- boc�ced ASTM C 919 and r++arwfoetesar's far ed�anr s weld for furring_ strips that allo fastener penetration without tool location of edge trim and eiosin g off sound -Sain kirog 5. Steil Resilient Faming Charor+mi0s: Mai facturer's +cfaapkeeetrr4ent. 1A kv&. (3.2 rnrn) tAic k, in width to suit paths soured or board s. °e ms 9�m aa,�eblIs starodord product design to redam sound tranarnon. iRss metal stud we edcated � Space faAde�rs in 911w PQ to FaWicarteed * nn steesi slices: c vg0ying with ASTM A 653 1 0. Tlwned - Waterriid ioetcat eed of bellow, d sgypsorn board WP M" - tion and frroesloing (AS7W A 6531) or ASTM A 568 (ASTM A 56811) to fame 1/2- thiclul tend sum to fi times forR+eO by Z - fiw ng atan0ord aid rrecmfeetur+sr's loch- (1 -"ion -) dip cfrorw of the faie,.ing ` a. Spocss saws a n+e01i1 of 12 imdmn (304 8 rnm) owe. eon ' -o. Unf�oved nirmnol -fiber avnioet imAotion to coneply for Visrtioal a Seigle -- or Ooubhit - Leg Can Asyrrrneb ic with ASTM C 665 for Type 1. W Spam in oareMs :hot we do subob ofies a s hiop" charorosf with Noce comm to a sinigt Ib. board inswow, to comply of 8 des (2(3 2 mm) o c. Son" by a *MI0* M9 (web) or hot- 0moped oft AS711 C 578 for TWO 1Y, and will+ Mary spread Aa batallil cownUbous ba0mr unit to omeWly .6h clwromd, oft 1- 1/2-inch- wit two and r+artnngt of 75 mW 45M AM9 A10L1,. capor SIC to farogss by double-slotted or wpm do aioc ordn9 to AS71M E 84_ 11- bests/ Ooebing beeerel rwate� ( � 11 - P0 hyls W Mawr . ASTV D 431 7, Vids o.. pars to e� aea 01 alive e.veri.ci..r�ia sand rableog ere feetowtc �a. 4 .roils (Q1 mm). 0.19 pw"vs (W "%^ = s 2 set a-) 1Z Mieirie� looser. at 9olvn becl�ie9 pates 12- Vl per. Astordsr Too 9WWVv0 t" of tWe �s� %1161% a" riesre iris wlON& 11 too um 1/4- _11 by voW v%todsr for andbg bach % - WM) "Mm apo wlesre pwde e�rrt o�sr jairrts and P N - so NO In vier 1660 0V err P es. 13. Acoustical Tile Base: 'Where gypsum panels form the base for adhesively applied acoustical tile, install gypsum wallboard panels with tapered edges taped and finished to produce a flat surface. 14. Single -Layer Fastening Methods: Apply gypsum panels to supports as follows: a. Fasten with screws. b. Fasten to wood supports with single nailing. c. Fasten to wood supports with double nailing. d. Fasten to wood supports with adhesive and supplementary nails or screws. 15. Multilayer Fastening Methods: Apply base layers of gypsum panels and face layer to base layers as follows: a. Fasten both base layers and face layers separately to supports with screws. b. Fasten base layers with screws and face layer with adhesive and supplementary fasteners. c. Fasten base layers to wood supports with nails and face layer with adhesive and supplementary fasteners. E. Direct - Bonding to Substrate: 'Where gypsum onels are indicated as directly adhered to a substrate other than studs, joists, furring members, or base layer of gypsum board), comply with gypsum board manufacturer's recommendations, and temporarily brace or fasten gypsum panels until fastening adhesive has set. F. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with and joints staggered over supports. Install with 1/4-Inch (6.4- mm) open space where panels abut other construction or structural penetrations. Fasten with corrosion- resistant screws. G. Installing Trim Accessories: For trim accessories with back flanges, fasten to framing with the some fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to accessory manufacturer's directions for type, length, and spacing of fasteners. 1. Install comerbead at external corners. 2. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide edge trim type with face flange formed to receive joint compound, except where other types are indicated. a. install LC -bead where gypsum panels are tightly abutted to other construction and back flange can be attached to framing or supporting substrate. b. Install L -bead where edge trim can only be installed after gypsum panels are installed. c. Install U -bead where indicated. d. install aluminum trim and other accessories where indicated. e. Install control joints at locations indicated. f. Install control joints according to ASTM C 840 and manufacturer's recommendations and in specific locations approved by Architect for visual effect. H. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, flanges of comerbead, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. 1. Prefill open joints, rounded or beveled edges, and damaged areas using setting -type joint compound. 2. Apply joint tape over gypsum board joints, except those with trim accessories having flanges not requiring tape. 3. Apply joint tape over gypsum board joints and to flanges of trim accessories as recommended by trim accessory manufacturer. 4. Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per GA -214. a. Level 1 for ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire - resistance -rated assemblies and sound -rated assemblies. b. Level 2 where panels form substrates for the and where indicated. c. Level 4 for gypsum board surfaces, unless otherwise indicated. 5. For Level 4 gypsum board finish, embed tape in joint compound and apply first, fill (second), and finish (third) coats of joint compound over joints, angles, fastener heads, and accessories. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects and ready for decoration. 6. Where Level 2 gypsum board finish is indicated, embed tape in joint compound and apply first coat of joint compound. 7. Where Leval 1 gypsum board finish is indicated, embed tape in joint compound. S. Finish exterior gypsum soffit board using setting -type ,joint compounds to prefil joints and embed tape. and for first, fill (second), and finish (third) coats. with the last coat being a sondable product. Smooth each coat before joint compound hardens to minimize need for sanding. Sand between coats and after finish coat. a. Painting exterior gypsum soffit board after finish coat hos dried is specified in another Division 9 Section. 9. Finish Cementitious backer units to comply with unit manufacturer's directions. END OF SECTION 09255 SE CnoN 09300 - TILE 1.1 General A. ANSI Tie Standard;: Comply with ANSI A13.1 Standard Specification for Ceramic Tie and ANSI 108 series of tie installation standards included under "American National Standard Specifications for the Installation of Ceramic Tie.' B. TCA Instakation Guidelines: TCA 'Handbook for Ceramic Tie installation'; comply with TCA installotiian methods indicated. C. Submittal= VAth manufacturer's product data and Wtstallation instructions for tie work. submit samples of each type, color, and texture of tie mounted on 12 -kKh- equore boc king with joints grouted- 1.2 Products A. Colors. Textures, and Pattern= For tie. grout and other products requiring selection of colors. surface texture% pattern% and other enarocteriabm comply with the following reW reerments: 1. Provide ssiectiiorts ..code by Architect from nCMfoctLaw's fui range of stawxw d colors. textures. and patterns for products of type. eodeeate& S. Sass and Th'cla essees As irK%cated or, if not kx%cateed. as seleeteed by Architect h ane rnaroufochrWs standard sizes and U ieimeiiip . G Tie Qrodet 'Staneilord Gr+ode' urtiess otlosr�ri�se ind1lica . D. Factory -mod TOWWWWOVY Protec Coasting Ore &rod0 tie type. protect etespotsd surfaces of do ogoirrst odoos 011ct of rrocrtag and grout by prse:,00tbog Own with a contibwrous On of p ob oiwsn POW M e was% appied hot,. Do root coot tit surfaces. U !0 os+a0 Cermft llotoic Tic o w is 1 rot tilt F. (Awe Corwo is Moeesk liar Fese! tot tit stud as feilla.c C. � So" rneeiwia� s� cedar. 4" :wine as K MbrMt 01111111111111 ' e; "M C 503 for ee10rim ws! am raisiwrrw its bews of t0.0 per AS111 C 241; al4a uft 11 0rriodho Wdows I. Setting Materials: Provide setting materials as follows: 1. Portland Cement Mortar: Materials complying with ANSI A 108.1 and as follows: a. Cleavage Membrane: Polyethylene sheeting ASTM D 4397 4.0 mils thick. b. Reinforcing Wire Fabric: Galvanized welded wire fabric, 2 inches by 2 inches - WO.3 by WO.3 (16 ASW gage or 0.0625 - inch diameter); comply with ASTM A 185 and ASTM A 82 except for minimum wire size. c. Expanded Metol Lath: Provide diamond mesh lath complying with ASTM C 847 and the following. 1) Bass Metal and Finish for Interior Applications: Uncoated or zinc- coated (galvanized) steel sheet, with uncoated steel sheet pointed after fabrication into loth. 2 Configuration Over Studs and Furring: Flat. 3 Weight: 3.4 psf. d. Latex additive (water emulsion) as follows, replacing part or all of gauging water, specifically recommended by latex additive manufacturer for use with job - mixed portland cement and aggregate mortar bed. 1) Latex Additive: Manufacturer's standard. 2. Dry -Set Portland Cement Mortar: ANSI A118.1. 3. Latex - Portland Cement Mortar: ANSI A118.4. 4. Conductive Dry -Set Mortar: ANSI A118.2. 5. Organic Tile Adhesive: ANSi A136.1, Type 1. J. Grouting Materials: Provide grouting materials as follows: 1. Commercial Portland Cement Grout: ANSI A118.6. 2. Dry -Set Grout: ANSi A118.6. 3. Latex- Portland Cement Grout: ANSI A118. 6) 4. Dry Grout Mixture: An on- the - job- mixture of white or gray portland cement and white or colored fine graded aggregate complying with latex additive manufacturer's requirements. K. Elastomeric Sealants: Manufacturer's standard chemically curing, eelostomeric sealants of base polymer indicated that comply with requirements of Division 7 Section "Joint Sealers" including ASTM C 920 as referenced by Type, Grade, Class, and Uses. 1. One -Part Mildew- Resistant Silicone Sealants: ASTM C 920, Type S, Grade NS, Class 25, Uses NT. G. A. and 0 (for use in joints in nontraffic areas). L. Cementitious Backer Units: Proprietary backing units with glass fiber mesh reinforcing and water- resistant coating on both faces, complying with the following requirements: 1. Cement- Coated Portland Cement Panels: High - density portland cement surface coating on both faces and lightweight concrete core composed of portland cement and expanded ceramic aggregate; fabricated in panels 7/16 -inch thick by 36 inches wide, weighing 3.2 - 3.8 psf. M. Miscellaneous Materials: Provide the following materials: 1. Temporary Protective Coating: As follows, formulated to protect exposed surfaces of the against adherence of mortar and grout, compatible with tile and mortar /grout products, and easily removable without damaging grout or tile. a. Petroleum paraffin wax, fully refined, tasteless, odorless, containing at least 0.5 percent oil, with a melting point of 120 deg F (49 deg C) to 140 deg F (60 deg C) per ASTM D 87. b. Grout release in form of manufacturers standard proprietary liquid coating that is specially formulated and recommended for use as a temporary protective coating for tile. 1.3 Execution A. Field- Applied Temporary Protective Coating: Where indicated under or needed to prevent adhesion or staining of exposed tie surfaces by grout. precoot tile with a continuous film of temporary protective coating indicated below: 1. Petroleum paraffin wax. applied hot. 2. Grout release. B. At "wet areas." install Cementitious backer units and treat joints to comply with manufacturers instructions for type of application indicated. C. Installation: Comply with ANSI A108.1 and 108.4 through A108.10, as applicable for type of tile, setting materials. gout, and methods of installation indicated. Comply with manufacturers instructions for application of proprietary materials. D. Joint Pattern: Use grid pattern with 1 /16- inch -wide joints unless otherwise indicated. E. Expansion, Control, Contraction, and Isolation Joints: As indicated. 1. Sod tie joints with elastomeric sealants to comply with Division 7 Section "Joint Seeolers.' 2. Sealing the joints is specified in Division 7 section "Joint Seders." F. Marble Edge Strips: Provide of exposed edge of the resilient flooring, unless otherwise indicated. G. Cleaning: Upon completion of placement and grouting. dean all ceramic tie surfaces so they are free of foreign matter. 1. Remove latex- portland cement grout residue from tie as soars as posse_ 2. Unglazed tie may be cleaned with acid solutions only when permitted by tie and grout manufacturer's printed instructions but no sooner than 14 days after instaNation. Protect metal surfaces, cast iron. and vitreeous plumbing fixtures from effects of acid cleaning. Flush surface with dean water before and after cleaning 3. Remove tenVorory protective coating. by method recommended by coating manufacturer that is occeptable to brick and grout manufacturer. Trap and remove coating to prevent it from 4. Bogging drains. END OF SECTION 09300 s•..s eases +s a R •.�� I s ft __ _. -..�.- - - � -mow..- ��.. � -� � -- _-� - ��+•�•�.- � ...r- �.w.� ► -.. �. •�.+�r....- w ...... � ..�.-- +.�..►..+.�.�..�..- �..�.� �.�...�� -- rte.- ��wr�.+ ;. a lb Q P cc � Z O 0 av = j b CO) 0)3 DaI- Q re 06/29/05 a � �aN 0 JUL - 6 2005 O CEWO 0 306 , IT r Z 4c CO b_ 0 10=0 X. « T i 0 g36 C By !Ot scale Now 1 0 V LU an CO) Revisions A ISSUED FOR PERMIT 06/29/05 0 A 111111111001111D b qTY oil: TLWNLA 0 JUL - 6 2005 O CEWO _~ iJ. ^ , IT r MW MW ww TM rues Im o ONE- AM OF 3aoaaJK etsu�e eo � � areairoc of BY By ROl scale Now Date Job Fim 04�71887 sewn ftm SP�4 r 1.2 PRODUCTS A. Acoustical Tile Products: Subject to compliance with requirements, provide the following: 1- Radar, 2120; USG B. Acoustical Tile Standard: Provide manufacturer's standard tiles of configuration indicated that comply with ASTM E 1264 classifications as designated by types, acoustical ratings, and light reflectonces, unless otherwise indicated. 1. Mounting Method for Measuring Noise Reduction Coefficient (NRC): Type E -400 (plenum mounting in which face of test specimen is 15 -3/4 inches [400 mm] away from the test surface) per ASTM E 795. 2. Test Method for Ceiling Attenuation Class (CAC): Where acoustical the ceilings are specified to hove a CAC, provide units identical to those tested per ASTM E 1414 by a qualified testing agency. C. Water - Felted, Mineral -Base Tiles: Type III, Form 2 acoustical tiles per AST611 E 1264, with painted finish, complying with pattern and other requirements indicated below: 1. Pattern: Tiles matching pattern indicated by reference to manufacturer's standard product designations. 2. Color/Light Reflectance Coefficient: White/LR 0.80. 3. Color: White 4. Noise Reduction Coefficient: NRC 0.60. 5. Ceiling Sound Transmission Class: CSTC 35. 6. Edge Detail: Square, kerfed, and rabbeted joints. 7. Thickness: 5/8 inch (16 mm). 8. Size: 24 by 24 inches D. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc - Coated Carbon Steel Wire: ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so that its stress at 3 times the hanger design load (ASTM C 635. Table 1, Direct Hung) will be less than the yield stress of wire, but provide not less than 0.106 -inch- (2.69 -mm -) diameter wire. E. Sheet -Metal Edge Moldings and Trim: Type and profile indicated, or if not indicated. manufacturer's standard moldings for edges and penetrations that fit acoustical tile edge details and suspension systems indicated; formed from sheet metal of some material and finish as that used for exposed flanges of suspension system runners. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Armstrong World Industries, Inc. b. Chicago Metallic Corporation. c. USG Interiors, Inc. F. Fire- Resistance -Rated Suspension System: Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements: 1. Direct -Hung, Double -Web Suspension System: Main and cross runners roll formed from and capped with prepainted or electrolytic zinc - coated, cold -rolled steel sheet; other characteristics as follows: a. Structural Classification: Heavy -duty system. b. Access: Upward, with initial access openings of size indicated or, if not indicated, as selected by Architect from opening sizes approved for the fire - resistance -rated assembly indicated. Locate initial access openings throughout the ceiling within each module formed by main runners and cross runners, and make additional access available through progressively removing remaining acoustical tiles. 2. iManufacturers: Subject to compliance with requirements, provide products by one of the following: a. Armstrong World industries, Inc. b. Chicago Metallic Corporation. c. USG Interiors, Inc. 1.3 EXECUTION A. General: Install acoustical tile ceilings to comply with publications referenced below per manufacturer's instructions and CISCA 'Ceiling Systems Handbook." 1. Standard for Ceiling Suspension System Installations: Comply with ASTM C 636. 2. CISCA Recommendations for Acoustical Ceilings: Comply with CISCA 'Recommendations for Direct -Hung Acoustical Tile and Lay-in Panel Ceilings." B. Suspend ceiling hangers as follows: 1. Secure wire hangers to ceding suspension members and to supports above. Connect hangers either directly to structures or to inserts. eye screws, or other devices that are secure, that are appropriate for substrate. and that will not deteriorate or otherwise fail due to age, corrosion. or elevated temperatures. 2. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported directly from hangers. unless otherwise shorn; and provide hangers not more than 8 inches (200 mm) from ends of each member. C. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical tiles. D. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. E. Install acoustical tiles in coordination with suspension system. Place splines or suspension system flanges into kerfed edges so that tie- to-tile joints are dosed by double iop of material. 1. Fit adjoining tie to form flush, tight joints. Scribe and cut tae for accurate fit at borders and around penetrations through tie. 2. Hold tile field in compression by inserting leaf -type. spring-steei spacers between the and moldings. spaced ct 12 inches (305 mm; o.o 3. Fabricate access units for special suspension system access :members and tie units modified as required to ail +ow for removd of access units. 040 OF SEC 9. ON 09512 I .1 GD ERA` A. Subr-rittaix in addition to product date. subr.►it the fosawrg. 1. Samples of eod type:: color, and pattern of reWient floor tie. 2 - ilaintwxrrce data for res floor tic to include in Operating and Mointe xwme Ma mod specified in Qvisvor+ 1. 8. Extra Martvials Defiveer to Owner not vas than one bar for cool+ 50 boom or b acti r y+sr+aof. of cool: dower. �sarirng sun ham. color, pvttem ewhei sfais of res7ieeent loci tie insteaMd. 1.2 PRODUCTS A. Available Products: Subject to compliance with requirements, resilient floor tiles that may be incorporated in the Work include, but are not limited to, the products specified in each Product Data Sheet at end of this Section. B. Products: Subject to compliance with requirements, provide one of the products specified in each Product Data Sheet at end of this Section. C. Vinyl Composition Floor Tile: Products complying with ASTM F 1066, Composition 1 (nonosbestos formulated), and with requirements specified in Vinyl Composition Floor Tile Product shown on drawings. D. Rubber Wall Base: Products complying with FS SS -W -40, Type I, and with requirements specified in the Rubber Wall Base Product shown on the drawings. E. Rubber Accessories: Products complying with requirements shown on the drawings. F. Concrete Slab Primer: Nonstaining type recommended by flooring manufacturer. G. Troweloble Underloyments and Patching Compounds: Latex - modified, portland- cement -based formulation provided or approved by tile manufacturer for applications indicated. H. Adhesives (Cements): Water- resistant type recommended by tile manufacturer to suit resilient floor tile products and substrate conditions indicated. I. Edge Strips: Vinyl of width shown, of height required to protect exposed edge of tiles, and in maximum available lengths to minimize running joints. 1.3 EXECUTION A. Examine areas where installation of tiles will occur, with Installer present, to verify that substrates and conditions ore satisfactory for the installation and comply with tile manufacturer's requirements. 1. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 before beginning installation: 2. For wood subfloors verify that underloyment surface is free of surface irregularities and substances with potential to interfere with adhesive bond. show through surface, or stain tile. B. Preparation: Comply with manufacturers installation specifications to prepare substrates indicated to receive tile. C. Installation: Comply with the manufacturer's installation directions and other requirements indicated. 1. Lay out tiles from center marks established with principal walls, discounting minor offsets, so tile widths at opposite edges of room are equal to one another and are not less than one -half of a tile. 2. Match tiles for color and pattern by selecting tiles from cartons in some sequence as manufactured and packaged. a. Lay tiles with grain running in one direction. b. Lay tiles in basket weave pattern with grain direction alternating between reversed in adjacent tiles. c. Lay tiles in pattern with respect to location of colors, patterns, and sizes as indicated on Drawings. 3. Where demountable partitions and other items are indicated for installing on top of finished tile floor, install tile before these items are installed. D. Install metal edge strips where indicated, using countersunk stainless steel anchors. E. Cleaning: Clean resilient the floors after installation and 4 days prior to date scheduled for inspections intended to establish date of Substantial Completion. Apply protective polish according to floor the manufacturer's directions. END OF SECTION 09660 SECTION 09900 - PAINTING 1.1 GENERAL A. This Section includes surface preparation, painting. and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified are in addition to shop - priming and surface treatments. B. Paint exposed surfaces whether or not colors are designated in the schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the some as similar adjacent materials or surfaces. If color or finish is not designated. the Architect will select from standard colors or finishes available. C. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. I. Labels: Do not paint over Underwriters Laboratories, Factory Mutual, or other code- required labels or equipment name, identification. performance rating. or nomenclature plates. D. Submittals: Submit the following: 1. Product data for each paint system specified. including block fillers and primers. a. Provide the manufacturer's technical information including label analyses and instructions for handing. storage, and application of each material proposed for use. b. List each material and cross- reference the specific rooting, finish system. and application. Identify each material by the manufacturers catalog number and general classification. c. Certification by the manufacturer that products supplied comply with local regulations conbvNirg use of volatile organic compounds (VOCs). 2. Samples for initial color selection in the form of manufacturer's color chorts. After color selection, the Architect wil furnish color chips for surfocess to be coated. 3. Samples for Verification Purposes` Provide samples of ead color and material to be applied. wide texture to simuWte actual conditions. an represent saRrples of the actual substrate. Provide stepped samplm defining each separate coat, irckrdrrg block tilers and prime m Use representative colors when pmeparin9 Sampiles for review. RemAxnit until required slheen. cokw. and texture are ochwvsd. a. Submit son rples an the foiawrrg substrates for the Architect's review of color and texture only: 1) Canrcrete Masonry: Two 4-by-8-inch sonrpies of Masonry. with mortar pint in the center, for each finish and color. 2) Pointed wood: Two 12- inch - square m iples of sod: color and photo an hardboard. 3) Ferrous Mesta: Two 4- inch- squors sderrydn of Adel :acid arid two 8- rrhe- -long sompke of sokd metal for each color and firnv'*L E_ flpproator Oual`rrcatiorm Engove an eweptriwne�s0 appicoti:r wino has pointln9 systwn sr+niar in rnoft ia! and octet to thme i+dlicolid liar the Project toot have ranufttd it o caratreetie# record of sre�ossr�i ir- rvi� e pa to XWOM& F. Single - Source Responsibility. Provide primers and undercoat point produced by the some manufacturer as the finish coots. G. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full -coat finish samples on at least 100 sq. ft. of surface. I. Final acceptance or colors will be from job - oppiied samples. 2. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted. Apply coatings in this room or surface according to the schedule or as specified. H. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's none and label with the product trade name manufacturer's instructions. I. Store materials not in use in tightly covered containers in a well- ventiloted area at a minimum ambient temperature of 45 deg F (7 deg C). Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. J. Project Conditions: Do not apply paint in snow, rain, fog, or mist, or when the relative humidity exceeds 85 percent, or at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. K. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures ore between 50 deg F (10 deg C) and 90 deg F (32 deg C). L. Apply solvent- thinned points only when the temperature of surfaces to be painted and surrounding air temperatures ore between 45 deg F (7 deg C) and 95 deg F (35 deg C). 1.2 PRODUCTS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: B. Manufacturer. Subject to compliance with requirements, provide products of one of the following: C. Paint Materials, General: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer, based on testing and field experience. D. Material Quality. Provide the manufacturer's best - quality trade sale point material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named ore required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data and certificates of performance for proposed substitutions. E. Colors: Provide color selections made by the Architect from the manufacturers full range of standard colors. 1.3 EXECUTION A. Examination: Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Coordination: Review other Sections in which primers ore provided to ensure compatibility of the total systems for various substrates. On request. fumish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. C. Preparation: Remove hardware and hardware accessories. plates, machined surfaces, lighting fixtures. and s'rmilor items already installed that are not to be painted, or provide surface - applied protection prior to surface preparation and painting. Remove these items. if necessary, to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. D. Cleaning: Clean substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process wil not fall on wet. newly painted surfaces. E. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturers instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare cermentitious surfaces to be painted. Remove efflorescence, chalk. dust, dirt, grease, oils, and release agents. Roughen to remove glaze. If hardeners or seders have been used to improve curing, use mechanical methods of surface preparation. a Use abrasive blast - cleaning methods if recommended by the point manufacturer. b. Determine alkalinity and moisture content of surfaces. Do not point surfaces where moisture content exceeds that permitted in manufacturers printed directions. 3. Wood: Clean waldees of dirt, Oil. and other foreign substances with scrapers, mineral spirits, and as required Sand surfaces exposed to view smooth and dust off. a Scrape and clean small. dry. seasoned knots and apply a thin coat of white s#heilac or other recommended knot seder before applying primer. b. Prime. stain. or sed wood to be painted irnrnedicteiy upon deliver) Prune edges. ends. faces, undersiders, and of Brood, nducfng cabinets, counters, cases and paneling. G Seal taps. bottoms. and cutouts of unprirmed wood doors with a heavy coot of varnish or seder ir*Ynediotely upon delivery. 4. Ferrous Metals Chan ungavana+ed ferrous -rnetd surfaces Voot have not been shop- coated; remove oil. greese (flit. Looser nri scale, and other fat eiv substaroes Use advent or rnlc'hai cd cleaning methods that con rply with+ f of the Steel struicturus Parroting Courncc a Touch up bare areas and stoop- aQpli+d prime coots enact hove been daRn Wrs -brusk clean with sdvewhts eshd touch up oft the some perinrsr as the shop coot. 5 Galwafted Svr Ckm gOvu ized s1wkwes; with omqwb A-- it -bowd sdvw to so :hot the s atesae is free of al and s+rfoot canta niharrhts. Rrnhoa pabisab t � 91o1+eoRhi�d IForn col s�Rod F. Materials RqW Careee"y mar and preapars preebt weft ids a c c o drioll to Br's diii CUNWL I. Stir - e wt aritl Oe llum mpiliffication to prodoo a nobbo u of nill1loirm dwa t yC stir m regdr+eed e#ruring elip*ie r s.tiorr� Go lot sit srrt = fires Iola MI Miawnow � � il weaoowsrx s�Ir+eairn rearMrisl Miara errsiws. 2. Use only thinners approved by the paint manufacturer and only within recommended limits. G. Application: Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable point film. 1. Point colors, surface treatments, and finishes are indicated in the schedules. 2. Provide finish coats that are compatible with primers used. 3. The number of coats and the film thickness required are the same regardless of the application method. Do not apply succeeding coats until previous coat has cured. Sand between applications where sanding is required to produce an even smooth surface. 4. Apply additional coats if undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. 5. The term exposed surfaces includes areas visible when permanent or built -in fixtures are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture the some as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only. 7. Point back sides of access panels and removable or hinged covers to match exposed surfaces. H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable and before subsequent surface deterioration. Allow sufficient time between successive coats to permit proper drying. Do not recoot until point has dried. I. Application Procedures: Apply paints and coatings by brush, roller, spray or other applicators according to manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet, velvet back, or high - pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended for the material and texture required. J. Minimum Coating Thickness: Apply materials at the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. K. Block Fillers: Apply block fillers at a rate to ensure complete coverage with pores filled. L. Prime Coats: Before applying finish coats, apply a prime coat to material to be painted or finished that has not been prime - coated by others. Recoot primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn- through or other defects due to insufficient sealing. M. Completed Work: Match approved samples for color, texture. and coverage. Remove, refinish, or repaint work not complying with specified requirements. N. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded point materials from the site. 1. After completing painting, clean glass and paint - spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 0. Protection: Protect work of other trades, whether being painted or not. against damage by painting. Correct damage by cleaning, repairing or replacing. and repainting, as acceptable to Architect. P. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 0. Paint Schedule: Provide the following paint systems for the various substrates indicated: END OF SECTION 09900 fl 1.1 GENERAL A. Submittals: Submit the following: 1. Product Data: Include rough -in dimensions, details showing mounting methoft relationships of box and trim to surrounding construction. door hardware. cabinet type and materials. trim style, door construction, panel style, and materials. B. Coordination: Verify that cabinets are sized to accommodate type and capacity of extinguishers indicated. C. UL- Listed Products: Fire extinguishers shall be UL listed with UL listing mark for type. rating, and classification of extinguisher. D. FM-Listed Products: Fire extinguishers approved by Factory (Mutual Research Corporation for type, rating, and classification of extinguisher with FM marking. 1.2 PRODUCTS A. Fire Extinguishers Provide fire extinguishers as recommended by Owners surety for each cabinet and for other locations required by Owner's surety. 1. Dry Chemical Type: UL -rated 10-B: C, 5-lb nominal capacity, in enameled steel container. 2. Multipurpose Dry Chemical Type~ UL -rated minimum 2-A.-10-8:C. 2-1/2-lb nominal capacity, in enameled steel container - B_ Mounting Brackets Provide brackets of sizes required for type and capacity of a xtrnguisher incfieated, in plated finish. C. Cabinet Construction: Box with trim, frame, door. and hardware to suit cabinet type, trim style, and door style kx ioated Weld joints and grind smooth. Miter and weld perimeter door frames. 1. Fre -Rated Cabinets UL listed with UL iist" mark with fro- resistance rating of waM where it is irstalied. 2. Cabinet Type: Suitable for containing the following: a Fire extinguisher. 3. Cabinet Mounting Suitable for flee :mounting indicated: a` Recessed: Fully nscessed in woos of sutfrcia t depth to suit trier:: style. b. Surface- Mount Fully ea giowd and mounted din by an well. 4. Trim Style One piece valid: crorrws miter'edL wilds and ground wrwmtR. C. Triers one - }Fluke ee�rnleination trip and psi b Redo door ho. a s sapping s wail aMUrfi m oft espossd t ffm facie and wad v et win at outer edges. 1) Sgam wap +Nth 1/4- to 5/16 -link: bor:idbuhd dW Wit Sankt rrneW and * iah as dow. D. Ooar 1/otwieel and Cm mb vc NO udoetireerr's standard of ePinto kd w - Akowbsd. arm celbriineert taw and traw 1. 1. Sew: F1oAoa carartr UM bArAieer sta. and .olio 2- Goe win C 10� �600 rt o°s oawrolying f� t. f�t OX FT. and Clue as teem= d miners 1 (dww]r 3. Identify fire extinguisher in cabinet with FIRE EXTINGUISHER lettering applied to door. Provide lettering to comply with -authorities having jurisdiction for letter style, color, size, spacing, and location. a. Application Process: 'Silk screen. E. identify bracket - mounted extinguishers with FIRE EXTINGUISHER in red letter decals applied to wall surface. Letter size, style, and location as selected by Architect. F. Door Style: Manufacturer's standard design. 1. Full -Glass Panel: Float glass, 1/8 inch thick. G. Door Hardware: Provide door - operating hardware of proper type for cabinet type, trim style, and door material and style indicated. Provide lever handle with cam - action latch, or exposed or concealed door pull and friction latch. Provide concealed or continuous -type hinge permitting door to open 180 degrees. H. Cabinet Finishes: Comply with NAAMM "Metal Finishes Manual." Protect exposed finishes from damage by application of temporary strippable covering prior to shipment. I. Steel Cabinet Finishes: Solvent -clean surfaces to remove dirt, oil, grease, and other contaminants that could impair paint bond. Remove mill scale and rust from uncoated steel. 1. Baked - Enamel Finish: Immediately after cleaning and pretreatment. apply a two -coat baked - enamel finish consisting of prime coat and thermosetting topcoat. Comply with paint manufacturer's instructions for application and baking to achieve a minimum dry film thickness of 2.0 mils. a. Color and Gloss: Manufacturer's standard designations. Paint the following: 1) Exterior of cabinet except for surfaces Indicated to receive another finish. 2) Interior of cabinet. 1.3 EXECUTION A. Installation: Follow manufacturer's printed instructions. B. Install at heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. 1. Prepare wall recesses for cabinets as required by type and size of cabinet and style of trim and to comply with manufacturer's instructions. 2. Fasten mounting brackets and fire extinguisher cabinets to structure, square and plumb. END OF SECTION 10522 SECTION 10800 - TOILET AND BATH ACCESSORIES 1.1 GENERAL A. Submittals: Manufacturer's product data for each toilet accessory item specified, including details of construction relative to materials, dimensions, gages, profiles, mounting methods, specified options, and finishes. 1.2 PRODUCTS A. Manufacturers: Subject to compliance with requirements, provide toilet accessories by one of the following: 1. American Specialties, Inc. 2. Bobrick Washroom Equipment, Inc. 3. McKinney/Parker. B. Materials, General: Fabricate toilet accessory items from the following materials and according to requirements specified for individual accessory items: 1. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.034 --inch (22 -gage) minimum thickness, unless otherwise indicated. 2. Sheet Steel: Cold - rolled, commercial quality ASTM A 366, 0.04 - inch (20 -gage) minimum thickness, unless otherwise indicated. Surface preparation and metal pretreatment as required for applied finish. 3. Galvanized Steel Sheet: ASTM A 527, G60. 4. Mirror Glass: Nominal 6.0-mm (0.25 -inch) thick plate glass conforming to ASTM C 1036, Type I, Class 1, Quality q2, and with silvering. electro- plated copper coating, and protective organic coating. 5. Galvanized Steel Mounting Devices: ASTM A 153. hot -dip galvanized after fabrication. 6. Fasteners: Screws, bolts, and other devices of some material as accessory unit, or of galvanized steel where concealed. 7. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing, resupply. etc. Provide a minimum of six keys to owners representative. C. Surface - Mounted Roll Paper Towel Dispensers: Fabricate of cast aluminum with satin finish. D. Single Roll Toilet Tissue Dispenser: Size to accommodate core type tissue to 5" diameter roll. E. Stainless Steel Grob Bars: Provide grab bars with wall thickness not less than .050 inch (18 gage) and as follows: 1. Mounting: Concealed, manufacturer's standard flanges and anchorages. 2. Clearance: 1 -1/2 -inch clearance between wall surface and inside face of bar. 3 Gripping Surfaces: Manufacturers standard nonslip texture. 4. Heavy -Duty Size: Outside diameter of 1 -1/2 inches. F. StaWe:ss Steel Angle- Framed Mirror Units: Fabricate frame with angle shapes not less than 0.05 inch (18 gage). with square corners mitered. welded, and ground smooth. Provide in No. 4 satin polished finish. G. Fabrication: Only a maximum 1 -1/2 -inch diameter, unobtrusive stamped manufacturer logo, as approved by Architect, is permitted an eked face of toilet or bath ory units. On either interior surface not exposed to view or back surface, provide odditional identification by means of either a waterproof. printed label or a stamped nam, eplate. indicating manufacturers name and product model rxrmber. H. Mounted Toilet Accessories, General: Except where otherwise indicated, fabricate units with tight warns and joints. exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide anchorage wherever possible.. I. Framed Mirror Units, General: Fabricate frames for glass mirror units to accommodate wood. felt. plastic, or other gloss edge protection material. Provide minor backing and support system that wo permit rigid, t f gloss iWaWation and prevent moisture aca,mulation, as follows: 1. Provide galvanized steel backing sheet, not less than 0.034 inch (22 gage) and foil mirror size, with non absorpthm filler material. Corrugated cardboard is not an acceptable f0er marterk3d. .l M'aror Unit Hangers: Provide system of mounting minor units toot we permit rigid, ton qm gx of, and 06 N - irrs!ailation, as follows: 1 _ ga vanizW - steel. wail hanger de wise with sprinq- octxx%, soe*ing mei: hanisn to hold mirror unit in position with no e�aposs 1 xrews or bolt: 2- Hwvy -duty wag brackets of gdwrh i2+ed steel, equipped wfth carceaied locicing devices requiring a apeclal tool to r+ewnove. 1.3 EXECUTM A. bataft rst a! toieet aroowsory units oc c ors Si - to InGnufachware printed irustaAat iron irmbucitiorm usinng fasteners Opp OP to sulb ob nks are by unit t manutoctwer. lrrstall units phaft and 1eoi. 6 .dy arm*wx.1 in loeestio1,s and at heeii0ts iii neica�ted. 1 _ Secure minors to waft in nnarhrher oft MM06W harngs s. togoee bal or sc va& Sept unhRs pkunrk 1tvlk and 9e1ruaree art la r ltiains iheAeeeteedl. in accardo we with er+�ewrioetersr s ' Bear two of su0etroft involad. 2 Mbd�wt told fiat Or+opeerr _ 15on and awlfy 4 TF r*+esueoniiwens 1wn CUM h Aeeplem downoged or ,�yb Ili.nra 3. 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