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33045-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33431 Date: 12/10/08 T~IS c~TIFIES that the building COMMUNITY CTR BUILDING Location of Property: FOX LA (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 12 Block 1 Lot 5.1 Subdivision Filed Map No. Lot NO. FISHERS ISLAND conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2007 pursuant to which Building Permit No. 33045-Z dated MAY 18, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR, PER PI~kNNING & ZBA APPROVALS. be certificate is issued to B KINLIN FOR FIDCO ( OWNER ) of the aforesaid building. S~OI~ CO[~{I"fDEPAR{OF}~AS~{A~PRO~i~L C10-06-0014 ELEC'~RICJ%L u~KTIFICA~ NO. 3037064 PLU~S ~RTIFICJ~TION DA'£~3 07/31/08 GELLO PLUMBING i2/10/08 o8/o7/os Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-I802 ,.APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Depat!ment with the following: A. For uew bnilding or new use: I Final survey of property with accurate location of all buildings, property lines, streets, and unusual natm'al or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contaias less than 2/10 of 1% lead. 5. Connnercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance frown architect or engineer responsible for the building. 6 Submit Planning Board Approval of completed site plan requirements. IL For existing buildings (prior to April 9, 1957) non~conforming uses, or buildings and "pre-existiug" laud uses: 1. Accurate survey of property showing all property lines, streets, building aud unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Cerlificate of Occupancy is dealed, the Building h~spector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations tu dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,'Additions to accessory buikling $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Cop), of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conunercial $15.00 New Construction: ()Id or Pre-existing Building: _ House No. Street (:)\\'ncr or ()whets of Property: V~XeU~5 Suflblk CouIlly Tax MaI) No t000, Section 1 ~ Subclivlslon ~ ~ Date. (chcck oncl Block [ l,ot Filed Map. ___¥ r~ Lot: ........ :'- Pl~mninu Board :\pprox'al: ................. P, equcst fnr: 1 emporary Certificalc .......... Final Certificale: .... (check one) l:('r' Sl:hnmted $ t ,'~.ppllcaut Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33045 Z Date MAY 18, 2007 Permission is hereby granted to: B KINLIN FOR FIDC0 330 W 38 #1006 FISHERS ISLAND,NY 06390 for : ALTERATIONS TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR, PER PLANNING & ZBA BOARD APPROVALS at premises located at County Tax Map No. 473889 Section 012 pursuant to application dated APRIL Building Inspector to expire on NOVEMBER FOX LA FISHERS ISIJ%ND Block 0001 Lot No. 005.001 18, 2007 and approved by the 18, 2008. Fee $ 5,338.80 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHO,LD OFFICE OF BUILDING INSPECTOR P.O. BOX'728 '.. TOWN HALL SOUTHOLD, N.Y, 11971 C E R T I F I C A'.T I 0 N TEL. 765-i 802 Building Permit No. Owner · (please print) Plumber ~( p l~e~a s~e print) Date I certify that the solder used in the water contains l~ss than 2/10 of 1% lead. supply system (plumber's signature) Sworn to before me this ~[~ day of ~ ,- Notary'Public, SOL~.~ [ k County / MA~¥ B PANKIEWlCZ "' Nota~ Pul~ic State of New York O! PA.-8267950 Notary Public BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU Of eLECTRICITY 40 FULTON STREET ~ NEW YOrk, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z & S CONTR. INC. PO BOX 202 FISHERS ISLAND, NY 06390-0202, COMMUNITY CENTER FISHER ISLAND FOX LANE FISHERS ISLAND, NY 06390 Located at FOX LANE FISHERS ISLAND, NY 06390 Application Number: 3037064 Certificate Number: 3037064 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Cummerci.l occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Fir~ Floor, Second Floo[Outside, A visual inspection of the premises electrical system, timited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the '/th Day of August, 2008. Name QTY Rate Rating Alarm and emergency equipment Emergency Light 32 0 0 Exit Light 14 0 0 Appliances and Accessories Air Con(litioner 2 0 0-15000 Air Conditioner 6 0 Above 1500 Dish Washer I 0 40 Elevator 1 0 3 Exhaust Fan 6 0 Furnace 2 0 Time Clock Switch 1 0 Panels I 100 12 I 100 16 1 60 18 1 100 20 1 125 25 1 100 30 Continued on Next Page I of 3 Amps BTU Amps H.P Gas seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z & S CONTR. INC, COMMUNITY CENTER FISHER ISLAND PO SOX 202 FOX LANE FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 Located at FOX LANE FISHERS ISLAND, NY 06390 Application Number: 3037064 Certificate Number: 3037064 Lot: Building Permit: 0 BDC: ns11 Section: Block: Commercial Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ?th Day of August, 2008. Name 9TY Rate Rating Circuits Type Service Service Disconnect: I 600 cb ServicelPhase3w Service Rating600Amperes Wiring And Devices Disconnect 2 0 1-30 amp Disconnect 8 0 1-30 amp Fixture 91 0 Incandescent Fixture 98 0 Fluorescent Lighting Track 100 0 ft Paddle Fan 11 0 Receptacle I 0 fryer Special I twist lock ReceptacJe 4 0 bowling Special I twist lock machines Receptacle 24 0 GFCl Receptacle 138 0 Gen, Purpose Switch 60 0 Gen, Purpose seal Continued on Next Page 2 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z & S CONTR. INC. COMMUNITY CENTER FISHER ISLAND pO BOX 202 FOX LANE FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 Located at FOX LANE FISHERS ISLAND, NY 06390 Application Number: 3037064 Certificate Number: 3037064 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electricat devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th Day of August, 2008. Name OTY Rathe Rating Circuits Tyi~ seal 3 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN FI. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND September 17, 2008 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Kinlin, Rutherford Architects AT'F: Bruce Kinlin 19 Union Square west, 6th floor New York, NY 10003 Fishers Island Community Center SCTM# 1000-12-1-5.1. Dear Mr. Kinlin: The Planning Board has reviewed your request for site plan amendments and a final inspection, and has found that there are several ske improvements that must be completed prior to receiving a Certificate of Occupancy. These improvements include: · Installing the fence along the edge of the basketball court adjacent to the partdng area. · Installing the gravel for the parking area as described on the approved stamped site plan. · Installing the wood guardrail as described on the plan. Your request to replace the bollards around the pole with split-rail fence was denied bythe Planning Board due to the fact the proposed fence would not be a safe alternative solution. The Planning Board did approve the request to remove the walkveay between the parking area and the courts, however, a gap in the guard rail should be left where the gate to the basketball court will be located to facilitate entrance to the court. At the time the above has been completed, please contact this office so that we may review your request for final inspection. Any future requested change to the site plan should include a copyof the relevant section the approved stamped ske plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Sinc re, ly, Kristy Wnqser Senior Planner CC: Planning Board Mike Verity, Chief Building Inspector*/ Fishers Island Community Center, Inc PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND April 10, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Lily Rutherfurd Kinlin Rutherfurd Architects, PLLC 330 West 38th Street, Suite 1006 New York, NY 10018 RE: Proposed Site Plan for Fishers Island Community Center, Inc. P.O Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 7(15-1938 Fax: 631 765-3136 Located on the e/s/o Fox Lane approximately 386' n/o Whistler Avenue known as 98 Fox Lane on Fishers Island SCTM# 1000-12-1-5.1 Zoning District: General Business (13) Dear Mrs. Rutherfurd: The Southold Town Planning Board, at a meeting held on Monday, April 9, 2007, adopted the following resolutions: The final public, hearing was closed. WHEREAS, this site plan is for the proposed renovation of an existing 15,984 sq. ft. building where 8,048 sq. ft. is commercial recreation, 797 sq. ft. is storage, 2,765 sq. fl. is meeting hall (non-profit) and 4,374 sq. ft. is miscellaneous where 56 parking spaces are required with 28 spaces provided onsite and use of nearby Ferry District parking is proposed on a 1.28-acre parcel located in the General Business District on the e/s/o Fox Lane approximately 386' n/o Whistler Avenue, known as 98 Fox Lane on Fishers Island. SCTM #1000-12-1-5.1; and WHEREAS, Fishers Island Development Corporation (FIDCO) is the owner of the property located on the e/s/o Fox Lane approximately 386' n/o Whistler Avenue, known as 98 Fox Lane on Fishers Island; and WHEREAS, on September 5, 2006, the agent, Kinlin Rutherfurd Architects, working for the applicant, Fishers Island Community Center, submitted a formal site plan for approval; and WHEREAS, on May 16, 2006, the Fishers Island Ferry District, responded by letter granting permission to park "as many as 40 cars parked on our property" and the Planning Board accepts this letter with a request that the Fisher Island Ferry District submit a formal resolution; and Fishers Island Community Center Page Two April 10, 2007 WHEREAS, on October 5, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and withheld making comments until the Fishers Island ARC liaison responds with comments; and WHEREAS, on November 2, 2006, the Architectural Review Committee reviewed the letter from Reynolds DuPont, Jr., the Fishers Island ARC liaison, dated October 31,2006 and approved the project as proposed and the Planning Board accepts this recommendation; and WHEREAS, on November 16, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, on November 27, 2006, the Suffolk County Department of Health Services responded after review that an application has been received under reference number C10-06-0014 and the application is incomplete pending the submission of the following items: · Completed Short Environmental Assessment Form · Public Sewer Availability Letter; and WHEREAS, on January 8, 2007, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c, made a determination that the proposed action is a Type II and not subject to review; and WHEREAS, on January 25, 2007, the Southold Town Zoning Board of Appeals granted a "Special Exception under Code Section 280-48B (6, 8)" as applied for and described under Appeal #5990 to "convert the existing industrial building into a new non-profit recreational facility and (nonprofit) meeting hall with storage and office areas"; and WHEREAS, on February 1,2007, the Southold Town Engineer reviewed the site plan materials and replied with comments and these comments have been incorporated into the revised plan to the satisfaction of the Planning Board and the Town Engineer; and WHEREAS, on March 13, 2007, the Fishers Island Union Free School District submitted a motion approved by the Fishers Island School Board of Education that states "Approve the request by the Community Center to allow for the installation and maintenance of a bike rack on school property next to the tennis courts. It is understood that the installation and maintenance of the sidewalk bordering the tennis court is the responsibility of the town and Community Center" and the Planning Board accepts this motion with a change that the installation and maintenance of any improvements as shown on the proposed site plan, including any sidewalks, is not the responsibility of the Town of Southold; and WHEREAS, on March 16, 2007, the Southold Town Building Inspector reviewed and responded "The proposed use Community Center is a permitted use by special exception in this B district and is so certified" with a reference to the ZBA appeal #5990; and Fishers Island Community Center Page Three April 10, 2007 WHEREAS, on March 21, 2007, the Fishers Island Ferry District, passed a resolution which states "Resolved that the Board of Commissioners hereby grants permission to the Fishers Island Community Center that they may utilize any available parking spaces located in our overnight parking area, situated at the end of Fox Lane on Fishers Island" and the Planning Board accepts this resolution in conjunction with Fishers Island Ferry District letter dated May 16, 2006; and WHEREAS, on March 22, 2007, the Fishers Island Fire District responded that there is adequate fire access and the Planning Board accepts this recommendation; and WHEREAS, on April 3, 2007, the agent submitted a letter regarding the excess material inside and outside of the building and states, "This material has been left behind by prior occupants of the building and will be removed as part of the demolition phase of the project" and the Planning Board accepts this letter for the file; and WHEREAS, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5), waives the parking requirements for the proposed site plan as the applicant has secured permission from Fishers Island Ferry District for the use of their property for additional parking; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 55, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet town code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 3. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5), waives the parking requirements for the proposed site plan provided that Fishers Island Ferry District continues to allow parking on their property as permitted in their letter dated May 16, 2006 and resolution dated March 21,2007 and it will not have a detrimental effect on the public health, safety or general welfare; and be if further RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5)(b), reserves the right to review the parking requirements again if a change of use is proposed; and be it further Fishers Island Community Center Page Four April 10, 2007 RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is exempt as outlined in the April 5, 2007 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan sheets (1 of 2 and 2 of 2) prepared and certified by Richard H. Strouse dated June 23, 2006 and last revised March 30, 2007, sheets A101, 102 and A201 prepared and certified by Bruce Kinlin of Kinlin Rutherfurd Architects dated November 16, 2005 and last revised February 13, 2007 and the attached lighting catalog cut and authorize the Chairperson to endorse the site plans with the following conditions: The owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to the review of a new and site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement this approval shall become null and void. The owner, agent and/or applicant agrees the responsibility for the installation and maintenance of all improvements as shown on the approved site plan, including sidewalks, is the responsibility of the Fishers Island Development Corporation. No encroachments onto property owned by the Fishers Island School District shall be authorized by the Planning Board without written consent of the Fishers Island School District and final approval of the Planning Board. The owner, agent and/or applicant shall remove all excess material, including any hazardous material, inside and outside of the building and dispose of such material in an approved upland facility. If necessary, the applicant must obtain any necessary permits prior to disposal for any hazardous materials. 4. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. Fishers Island Community Center Page Five April 10, 2007 Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 7. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Zoning Board of Appeals, Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Chairperson Enc. Cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Engineer James McMahon, Community Development Director Fishers Island School District (Resolution only) File TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY ~/] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 014 ¢¢¢- DATE INSPECTOR PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE HeatherCl}~za KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND October6,2008 Kinlin, Rutherford Archkects ATY: Brace Kinlin 19 Union Square west, 6'h floor New York, NY 10003 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 bLDL~ DEPT. ~T~w ~__0~ _sp! 'THO, Fishers Island Community Center SCTM# 1000-12-1-5.1. Dear Mr. Kinlin: The Phnning Board has reviewed your letter requesting final approval for the Fishers Island Community Center dated October 3, 2008 and has found that the work done to date is in accordance with the approved site plan. As indicated in your letter, the chain link fence will be installed on October 7, 2008 and your office will submit photographs following completion. Any furore requested change should include a copy of the relevant section of the approved stamped site plan noting the location of the requested change. Should you have any questions regarding the above, please do not hesitate to contact this office. Thank you. Kristy Winser Senior Planner CC: Phnning Board MSil-~ Verity, ch;of n,,;1a;.~ ~. .... Jamie Richter, Town Engineer AI~PEALS BOARD MEMBERS Ruth D. Oliva, Gerard E Goehringer James Dinizio, Jr. OnaSrmn Michael A. Simon Leslie Kanes Weisman FEB - http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS AND DETERMINATION MEETING OF JANUARY 25, 2007 ZBA SE# 5990 - FIDCO and FISHERS ISLAND COMMUNITY CENTER, INC. Property Location: Fox Lane Building #98 and Greenwood Road, Fishers Island District 1000 Section 12 Block 1 Lot 5.1 CTM 12-1-5.1 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 1.28+/- acres with 71.93 feet along Greenwood Road and 157.57 feet along Fox Lane, Fishers Island. The building is referred to as Building #98, and is shown on the site development map prepared by CME Associates dated 6/23/2006, revised 8/31/2006. APPLICANT'S REQUEST/BASIS OF APPLICATION: The applicant, Fishers Island Community Center, Inc. (FICC) is a New York State Not-For-Profit Corporation. FIDCO is the current property owner. The applicant FICC requests a Special Exception under Code Section 280-48B (6, 8) for the purpose of converting the existing industrial building into a new non-profit, recreational facility and (nonprofit) meeting hall with storage and office areas. All parking and screening will be determined by the Southold Town Planning Board as provided under the Zoning Code site plan regulations for the General B Business Zone District. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated January 9, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. STANDARDS/REASONS FOR BOARD ACTION: After review of the requirements set forth pursuant to Chapter 280 governing the proposed community center uses, and on the basis of testimony presented and personal inspection, the Board finds: 1. The requested uses for the new Island Community Center are permitted in this B General Business Zone District under Section 280-48B of the Town Zoning Code, subject to special exception authorization of the Zoning Board of Appeals. In this review the Board determines that the uses will be conducted within the existing building (for meeting, exercise, recreational and educational functions and administrative offices, all under the purpose and functions of the Fishers Island Community Center, Inc. This use will be in harmony with the zoning ordinance and will not adversely affect the neighborhood when meeting the code requirements. Page 2 - January 25, 2007 ZBA SE#5990 - FIDCO and FI Community Center CTM 12-1-5.1 2. In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds that: A) The use of the property for the requested uses in this existing two-story building will not prevent the orderly and reasonable use in this zone district and adjacent districts. The applicant confirmed that the building is presently used for business storage and light-industrial storage uses and related activities. B) This use will not prevent orderly and reasonable use of permitted or legally established uses in this zone district or adjacent use district. C) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location. D) The use will be in harmony with and will promote the general purposes and intent of the code provisions in effect under Chapter 280. E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. F) The structures, equipment and material will be accessible for emergency protection. In making this determination, the Board has also reviewed other matters under Section 280-143, and finds that no adverse conditions will result from this authorization: A. There will be no adverse change in the character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of such permitted uses. B. Property values will be conserved. A non-commercial community center in this B-Business Zone is a listed authorized use in the Zoning Code, allowed by Special Exception approval from the Board of Appeals and site plan approval from the Planning Board. C. The location of the proposed building will not cause traffic congestion on public streets, highways and sidewalks. D. There is availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) as a result of this use. E. The use or the materials incidental thereto will not give off obnoxious gases, odors, smoke or soot. Outside storage of landscaping or construction debris is not permitted as a condition to this Special Exception. Page 3 - January 25, 2007 ZBA SE#5990 - FIDCO and FI Community Center CTM 12-1-5.1 F. The use will not cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. The operations as a non-profit community center will not cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, existing or proposed by the town or by other competent governmental agencies. H. Off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate is subject to review and approval of the Southold Town Planning Board under the site plan regulations. I. There is no evidence to show that there will be any hazard to life, limb or property because of fire, flood, erosion or panic by reason of or as a result of the use or by the building to be used, or by the accessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus. There will not be undue concentration or assemblage of persons upon such plot in the operations as a community center. J. The use and the building location will not cause an overcrowding of land or undue concentration of population. K. The plot area has been deemed sufficient, appropriate and adequate for this use. L. The use is not unreasonably near a school, theater, recreational area or other place of public assembly. M. The site is suitable for the proposed building use alterations and conversion and related accessory uses considering its size and the character of the neighborhood. N. No evidence has been presented to show that there would be any detrimental impact to adjacent properties and land uses. O. Adequate provision has been made for the collection and disposal of storm-water runoff, sewage, refuse, solid, and liquid waste. There will be no gaseous waste generated from this conversion of use. P. The natural characteristics of the site are such that the proposed use may be introduced without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairman Dinizio, Page 4 - January 25, 2007 ZBA SE#5990 - FIDCO and FI Community Center CTM 12-1-5.1 seconded by Member Goehringer, and duly carried, to GRANT the Special Exception, as applied for, as shown on the floor plans prepared by Bruce D. Kinlin, R.A. last dated 9-1~2006 and site development map prepared by CME Associates dated 6/23/2006, revised 8/31/2006. Vote of the Board: Ayes: Members Dinizio (Chairman), Oliva, Goehringer, Simon, and Weisman. This Res°'uti°n was duly ad°pted (5-0)' ~,.4,)t,~3 ~..,f.~ a~mes Dini~io Jr, airmal~ ,2. / ~. //~pproved for Fili~? ~2007 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST.: SUB. LOT *O,*EROW, ER"a-os "'~ E_ , A~R. I S W TYPE OF BUILDING R~. s~s. w. ~.~ co~. ~. ~,~s. ~,.w,.. ~ND IMP, TOTAL DATE R~RKS ~lloble FRONTAGE ON WATER ~, W~la~ FRONTAGEON ROAD ~,~ ~ DEPTH H~ PI~ BULKH~D T~I M. Bldg; Extension Extension Extension Porch Deck Breezewa, Garage Foundation Basement Ext. Walls Fire Place Pool Patio Driveway Bath Floors Interior Finish Heat Attic Reoms 1st Floor Rooms 2nd Floor Permit # Permit Date COMcheck Software Version 3.1 Release 1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 02/07/06 Data filename: \\Server~l-Kinlin Rutherfurd Architects\I-ACTI~1\46-FIS~1\DOC\FISHER~1 .CCK Section 1: Project Information Project Title: Fisher's Island Community Center Construction Site: Owner/Agent: Fisher's Island, NY Designer/Contractor: Kinlin Rutherfurd Architects 145 West 30th Street New York, NY 10001 212-695-2988 bruce@kinlinrutherfurd.com Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days {base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Glazing Area Percentage: 8% Buildina Tvr¢f Other Floor Area 7992 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Exterior Wall 1: Solid Concrete or Masonry > 8", Furring: Metal Door 2: Glass, Clear, SHGC 0.24 Door 1: Glass, Clear, SHGC 0.24 Window 30: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 29: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 28: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0,29 Window 27: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 26: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 25: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 24: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0,29 5586 0.0 13.6 0.063 0.090 21 ...... 0.320 0.598 21 ...... 0.320 0,598 14 ..... 0.350 0.598 14 ..... 0.350 0.598 14 ...... 0.350 0.598 14 ...... 0.350 0.598 26 ..... 0.350 0.598 26 ...... 0.350 0,598 26 .... 0.350 0.598 Fisher's Island Community Center Page 1 of 4 Window 23: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 22: Metal Frame with Thermal Break:Double Pane with 4Low-E, Clear, SHGC 0.29 Window 21: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 20: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 19: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 18: Metal Frame with Thermal Break;Double Pane with Low-E, Clear, SHGC 0.29 Window 17: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SNGC 0.29 Window 16: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 15: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 14: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 13: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 12: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 11: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 10: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 9: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 8: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 7: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 6: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 5: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SNGC 0.29 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E Clear, SHGC 0.29 Window 1: Metal Frame with Thermal Break:Triple Pane with Low-E Clear, SHGC 0.29 Exterior Wall 8: Solid Concrete or Masonry <= 8", Furring: None Exterior Wall 7: Solid Concrete or Masonry <= 8", Furring: None Exterior Wall 6: Solid Concrete or Masonry <= 8", Furring: None Exterior Wall 5: Solid Concrete or Masonry <= 8", Furdng: None Exterior Wall 4; Solid Concrete or Masonry · 8", Furring: Metal Window 63: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 65: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 67: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 69: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 71: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 73: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 72: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 70: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 68: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 66: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 26 ..... 0,350 0.598 26 ..... 0.350 0,598 26 ..... 0.350 0.598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 .... 0,350 0.598 26 .... 0.350 0.598 26 ..... 0.350 0.598 26 ..... 0.350 0.598 26 ...... 0,350 0.598 26 ...... 0.350 0.598 26 ..... 0.350 0.598 19 ..... 0,350 0.598 19 -- -- 0.350 0.598 19 .... 0.350 0.598 19 .... 0.350 0.598 19 ..... 0.350 0.598 19 ..... 0.350 0.598 19 ..... 0.350 0.598 19 ..... 0.350 0.598 19 .... 0.350 0.598 19 ..... 0.350 0.598 533 -- 0.8 0.360 0.090 533 --- 0.8 0.360 0,090 2357 --- 0.8 0.360 0.090 2357 --- 0.8 0.360 0.090 1081 0.0 13.6 0.063 0.090 20 ..... 0.350 0,598 20 .... 0,350 0.598 20 ..... 0.350 0.598 20 ...... 0.350 0.598 20 ...... 0.350 0.598 20 ...... 0.350 0.598 20 .... 0.350 0.598 20 ...... 0.350 0~598 20 ..... 0.350 0.598 20 ...... 0,350 0.598 Window 64: Metal Frame with Thermal Break:Double Pane with 20 ...... 0.350 0.598 Fisher's Island Community Center Page 2 of 4 Low-E, Clear, SHGC 0.29 Window 62: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Exterior Wall 3: Solid Concrete or Masonry > 8", Furdng: Metal Door 8: Solid Door 7: Solid Window 56: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 57: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0,29 Window 59: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 61: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 60: Meta~ Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 58: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0,29 Exterior Wall 2: Solid Concrete or Masonry > 8", Furring: Metal Door 3: So~id Door 5: Solid Door 6: Solid Door 4: Solid Window 31: Metal Frame with Therma~ Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 34: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 33: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 32: Meta~ Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 35: Metal Frame:Double Pane with Low-E, Clear, SHGC 0.29 Window 39: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 43: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 47: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 51: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0,29 Window 55: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 54: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 53: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 52: Metal Frame:Double Pane with Low-E, Clear, SHGC 0.29 Window 50: Metal Frame with Thermal Break:Double Pane with Low-E, C~ear, SHGC 0.29 Window 49: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 48: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 46: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 45: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 44: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 42: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 41: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 40: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 38: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 Window 37: Metal Frame with Thermal Break:Double Pane with Low-E, Clear, SHGC 0.29 20 ...... 0.350 0.598 1081 0.0 13.6 0.063 0,090 21 ...... 2.000 0.142 21 ..... 2,000 0.142 20 ...... 0.350 0.598 20 ...... 0.350 0,598 20 ...... 0.350 0,598 20 .... 0.350 0.598 20 ..... 0.350 0.598 20 ...... 0.350 0.598 5586 0.0 13.6 0.063 0.090 21 ...... 2.000 0.142 21 ..... 2.000 0.142 21 .... 2.000 0.142 21 ..... 2.000 0.142 19 ..... 0.350 0.598 19 ...... 0.350 0.598 19 ..... 0.350 0.598 19 -- -- 0.350 0.598 19 ..... 0.350 0.598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 .... 0.350 0.598 14 .... 0.350 0.598 11 ..... 0.350 0.598 11 ...... 0.350 0.598 14 .... 0.350 0.598 14 .... 0.350 0.598 14 ..... 0.350 0.598 14 ..... 0.350 0,598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 .... 0.350 0,598 26 .... 0.350 0.598 26 ..... 0.350 0.598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 ...... 0.350 0.598 26 ..... 0.350 0,598 Window 36: Metal Frame:Double Pane with Low-E, Clear, SHGC 0.29 19 ..... 0.350 0.598 Floor 1: Slab-On-Grade:Unheated 480 ............ Fisher's Island Community Center Page 3 of 4 Floor 2: Concrete Floor (over unconditioned space) Roof 2: Structural Slab Roof 1: All-Wood JoistJRafter/Truss 7996 -- 15.0 0.055 0.055 7996 --- 15.0 0.062 0.059 8195 0.0 38.0 0,025 0.059 (a) Budget U-factors are used for soft'ware baseline calculations ONLY, and are not code requirements, Air Leakage, Component Certification, and Vapor Retarder Requirements: I~ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed, ~ 2. Windows, doors, and skylights certified as meeting leakage requirements. {~ 3. Component R-values & U-factors labeled as certified. :1 4. Fireplaces installed with tight titling non-combustible fireplace doors. :1 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [~ 6. Cargo doors and loading dock doors are weather sealed. [~ 7. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material, :1 8. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3.1 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her k~lowledge, belief, and professional judgment, such plans or ,~ciflcations arelin//compliance with this Code. J ! Principal Envelope Designer-Name Signature -- '~ Data ~ Fisher's Island Community Center Page 4 of 4 EO. Box 464 Fishers Island, NY 06390 · 631-788-7990 Fishers Island Community Center, Inc. is a N.Y. state notdor-profit corporation and is a public charity under I.R.S. Section 501 (c)(3) of the code. Tax I.D. number: 20-3941546 Ms. Heather Lanza Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 August 1, 2008 RE: F. I. Community Center Dear Ms. Lanza: Further to my conversations with Planning Board member Ken Edwards, this will confirm that we will complete the paving portion of the site plan for our Center no later than June 1, 2009. As Ken mentioned, getting pavers here for a small job is difficult and expensive. As he may have told you, the Main Road on the private east end of the Island is scheduled to be repaved in the Spring, and it would be out intention to complete this part of our project at that time. The planting is being completed today so that is no longer an issue. There has been some discussion with our group about possibly developing some outdoor space in the back of the building on part of the land that is currently paved. At this point, we have no specific plans, but realize that such a change would have to come before yom' Board for approval. Many thanks for moving this along for us, and we look forward to seeing you next Wednesday. Very truly yours, hn S. W. Spofford President EO, Box 464 Fishers Island, NY 06390 · 631-788-7990 Fishers Island Community Center, Inc is a N.Y. state not-for-profit corporation and is a public charity under I.R.S Section 501 (c)(3) of the code, Tax I.D number: 20-3941546 Kinlin Rutherfurd Architeats 330 WeN 38thStreet, Suite 1006 New York, NY 10018 212,695,2988 August 4, 2008 Gary Fish Town of Southold Building Department Town Hall Southold, NY 11971 (631) 765-1802 Dear Gary, This letter is to certify that the glass used in the interior walls of the Fishers ]sl~ nd Community Center have clear laminated safety glass. The labels have been removed. The glass was purchased from Mystic Mirror & Plate Glass. A copy of the invoice is attached. Best Regards, Bruce D. Kinlin, AIA Kinlin Rutherfurd Architects pLLC 330 West 38'~ Street, Suite 1006 New York, NY 10018 212.695.2988 775.582.1736 fax March 12, 2008 Michael Verity Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Phone: (631) 765-1802 Dear Mr. Verity, Enclosed please find (3) copies of the most updated construction plans for the Fishers Island Community Center as re~Lu_ested bY_.Buildin8 Inspector Gary Fish during his site visit to the project. Bruce KinHn, AIA www.kinlinrutherfurd.com Page 1 of 1 07/31/2008 12:57 B31-788-5600 Z S CONTRACTING PAGE 02 Mystic Mirror & Pl~e Glass 14 EdgemontSt. Mystic,.Ct. 06355 536-0015 InvOice DATE INVOICE NO. 3/31/2008 15476 BILL TO Z+S Contracting P O Box 202 Fishers Island NY 06390 SHIP TO P.O. NO. REPAIR ORD. # TERMS DUE DATE Net 30 4/30/2008 DESCRIPTION QTY RATE AMOUNT Clear Laminated Safety Glass - per S.F. 48 1/4' Wire Glass 5 x 26 10 ......... Total ~ll Invoices are due o~ receipt unless otherwise ~oted. ........... E-Mail 4ddress: nEysticglas~*net, net BOS6S9l~£9~ idBO ~NIagIn8 a]OHlmS ~£:ot ioo~-~e-~o LOCATION ~ SCALE 1'-4(X)' I ~ o ~ ~o~ /~,~:~_ I ',~ ~~ ""'" "I CONSENT TO INSPECTION Owner(s) N~.me(s) , the undersigned, do(es) hereby state: That the undersigned (is) (are) the owner(s) of the premises in the Town of Southold, locatedat q~ ~ox L~,la¢~ qglShavs Islt~-~, which is shown and designated on the Suffolk County Tax Map as District 1000, Section 01Z ,Block I ,Lot e3.[ That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. / ' (gigna~t~re~- (Print Name) (Signature) (Print Name) Kinlin Rutherfurd Architects PLLC 330 West 38`h Street, Suite 1006 New York, NY 10018 212.695.2988 775.582,1736 fax April 24, 2007 Michael Verity Town of Southold Building Department Town Hall P.O. Box 2179 Southold, NY, 11971 Michael, Attached please find 4 copies of the structural drawings for the Fishers Island Community Center Project (S&OO & S101). Sorry to be sending the drawings separately, we apologies.~or any inconvenience. We will be sending you the MEP drawings as soon as possible. Thanks and best regards, Flavia Da Silva APR 2 5" ? ,' www.kinlinrutherfurd.com Page I of I NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL & MULTIPLE DWELLING OCCUPANClER NYS BUILDING CODE (B) NYS FIRE CODE (f) NYS PLUMBING CODE (P) NYS MECHANICAL CODE (U) NYS FUEL GAS CODE (FG) NYS ENERGY CODE (E) Date: Reviewer: Building: Location: No Topic Section Req'd or Allowed Actual 1 Occupancy B-302 2 Type of Construction B-Table 601 3 Height & Bldg Area B-503 Tabular Area B-Table 503 Stories allowed Tabular Height 4 Height Modifications B-504 Sprinkler Tabular Height (feet) Tabular Height (story) Increase Allowed Total Height Allowed 5 Area Modifications B-506 (See work sheet) Area increase formula Eq 5-1 Frontage B-506.2 Eq 5-2 (P) perimeter of bldg (F) frontage of bldg (W) width, open space Sprinkler B-503.3 Single story 300% Multi story 200% Total Area Allowed Page 1 of 8 No Topic Section Req'd or Allowed Actual 6 Atriums B- 404 Definition B- 404.1.1 Sprinkler Protection B- 404.3 /~j/ Smoke Control B- 404.4 Enclosure B- 404.5 Auto Fire Detection B- 404.6 Interior Finish B- 404.8 Travel Distance B- 404.9 7 Distance Separation B-Tbl 602 Exterior Wall Openings B-Tb1704.8 8 Fire Rated Const'n Incidental Use Areas B-Tbl 302.1.1 Accessory Occupancy B-302.2 Mixed Occupancy B-Tbl 302.3.3 Fire Walls B-705 Fire Barrier B-706 Shaft Enclosure B-707 Fire Partition B-708 Smoke Barriers B-709 Opening Protectives B Tbl 714,2 Fire Blocking B-716 Draft Stopping B-716.3 Interior Finishes B-Tbl 803.4 9 Interior Environment Min, Rm. Dimensions B-1207.1 Min, Ceiling Height B-1207.2 Ventilation B-1202.1 Light B-1204.1 Page 2 of 8 No Topic Section Req'd or Allowed Actual 10 Exits- Occupant Load BTb11003.2.2 One Exit Permitted B Tb11005.2.2 Egress Width B- 1003.2.3 (per occupant) Ceiling Height B~ 1003.2.4 Exit Signs B- 1003.2.10 Egress Illumination B- 1003.2.11 11 Egress Components Doors Door Size B- 1003.3.1.1 Door Swing B- 1003.3.1.2 Locks / Latches B- 1003.3.1.8 Panic Hardware B- 1003.3.1.9 Stairs Width B-1003.3.3.1 Headroom B-1003.3.3.2 Tread/Riser B-1003.3.3.3 Vertical Rise B-1003.3.3.6 Handrails B-1003.3.3.11 12 Exit Access Remoteness B- 1004.2,2.1 Travel Distance B-1004.2.4 Corridors Fire Rating B-1004.3.2.1 Width B-1004.3.2.2 Dead ends B-1004.3.2.3 13 Exterior Wall Coverings B-Tb11405.2 Combustible Finishes B-Tb11406.2 14 Roof Assemblies Chapt 15 Material type(s) Page 3 of 8 No Topic Section Req'd or Allowed Actual 15 Structural Snow Load - Ground B Fig 1608.2 Snow Load - Roof ASCE 7-98 (calc.) Drifting Snow B-1608,7 Ponding B-1608.3.5 Floor Loading B Tb11607.1 Balcony Loading B-Tb11607.1 Flood Plain B-1603.1.6 Wind Loading B-1609 Seismic Loading (calc.) B-1614 Foundation Depth B-1805.2 16 Swimming Pools B-3109 17 Electrical Exit Signs B- 1003.2.10 Emergency Lights B-1003.2.11/'-~, ~/,,~ .~__,~ Emergency Power B-1003.2.11.2 18 HIC ACCESS Exempt Buildings B-1104.4 Parking B-Tbl 1106.1 Route B,1104.1 Entrance B-1105.1 # of Sleeping Rooms B-TbI-1107.6.1.1 # of Dwelling Units B-1107.6.2 Toilet Facilities B-1109.2 Service Counters B-1109.12.3 Supplemental Appendix E Requirements Page 4 of 8 No Topic Section Req'd or Allowed Actual 19 Fire Protection Eq'p Sprinkler Systems F-903 Extinguishing Systems F-904 Standpipe Systems F-905 // ,, ~ Fire Extinguishers F-906 /~,?' "~ Fire Alarm Systems F-907 Smoke Detection F-907 Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-Tbl 907.10.1.2 Smoke Control F-909 Smoke Vents F-910 Fire Pumps F-913 Kitchen Hood Ext' F-609.8 20 Plumbing Code Fixture Count P-Tb1403.1 Water Supply Service Pipe Size P-603 Fixture Pipe Size P-603.1 Pipe Material P-Tbl 604.5 Labor Law Art. 10-A NYS-904.6 Pipe Insulation Energy Code Lawn Irrigation P-608.16.5 Pipe Freezing P-305.6 Sanitary Drainage Drain Pipe Size P-Tbl 709.1 Drain Pipe Material P-702 Vent Size P-Tbl 910.4 Pipe Hangers P-Tb1308.5 Air Admittance Valves P-917 Page 5 of 8 No Topic Section Req'd or Allowed Actual 21 Mechanical Code Ventilation Rates M-Tbl 403,3 Propane Below Grade M-502.8.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Kitchen Make-Up Air M-508 Chimney Termination M-Tbl 511.2 Air Plenums M-602 Fire & Smoke Dampers M-607.5.1 Combustion Air M~701 Confined Spaces-Def. M-202 22 Fuel Gas Code Appliance Location FG-303 Combustion Air FG-304 Clearance to Combust. FG-Tbl 308.2 I Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig. 503.5.4 Gas Vent Termination FG-Fig. 503.6.6 Exit Terminal Location FG-503.8 Clothes Dryer Exhaust FG-613 Unvented Room Heater FG-620 23 Energy Code Chapter 7 (ASHRAE) E-701 Chapter 8 Building Envelope E-802 Mechanical System E-803 Service Water Heating E-804 Lighting and Power E-805 Total Building Perf E-806 Page 6 of 8 CONCORD COMMERCIAL PART 1- General 1.1 SCOPE To furnish all labor, materials and equipment necessary or required to fully complete the installation of the lift as indicated on the drawings and specifications. This suggested specification is intended to cover the complete installation of the Concord PROLIFT VOYAGER Commercial Wheelchair Lift design. 1.2 SYSTEM DESCRIPTION The lift assembly shall consist of a power unit, car, guide system, 1:2 cable hydraulic lifting device, hoistway doors, control system, signals and alarms, electrical wiring, and parts and accessories necessary to provide required performance, operation, code and safety requirements. 1.3 QUALITY ASSURANCE 1.3.1 The lift shall meet or exceed the applicable regulations of all governing agencies and be in compliance with the applicable sections of the most current edition of the following codes and standards: a) ASME A 18.1-2000 "Safety Standard for Platform Lifts and Stairway Chair Lifts" b) CSA B355-00 "Lifts for Persons with Physical Disabilities". c) ICC/ANSI A 117.1-1998 "Accessible and Usable Buildings and Facilities". d) ANSI/NFPA 70-1999 "The National Electric Code" (NEC). e) ADAAG "Americans With Disabilities Act Accessibility Guidelines" (where applicable). f) CSA B44.1/ASME A17.5 "Elevator and Escalator Electrical Equipment" g) Local codes and regulations, as applicable. 1.3.2 Requirements of the Regulatory Agencies a) Fabricate and install Work in compliance with all applicable jurisdictional authorities. b) File shop drawings and submissions to local authorities as the information is made available. Company pre-inspection and jurisdictional authority inspections and permits are to be made on a timely basis as required. Work will include all inspections and re- inspections that are required to ensure licenses are issued. CE-VOYCSPC-02 ©2005 CONCORD COMMERCIAL 1.3.3 Subcontractor Qualifications a) Execute work of this specification only by a contractor/company who has adequate product and public liability insurance in excess of one million dollars. b) Skilled tradesmen must be employees of the contractor to perform the work on a timely basis. Employees must be trained by the manufacturer and be supervised by the lift contractor. 1.3.4 Substitutions No substitutions will be considered unless written request for approval has been submitted by the bidder and received by the architect at least 10 days before the date of receipt of bids. Each such request shall include a complete description of the proposed substitute including drawings, test data, photographs, and any other information needed for consideration. Part 2- Preparatory Work by Others 2.1 The following preparatory work to accommodate/receive the lift is to be done by others: 2.1.1 Power unit machine room to meet applicable codes and standards. 2.1.2 Permanent power to operate the lift to be provided to a Lockable Fused/Cartridge Type Disconnect switch with auxiliary contact/switch for emergency battery lowering. Provide 115-volt lighting supply and disconnect. Refer to architectural drawings for permanent power specifications and location of the disconnect. 2.1.3 Provide appropriate sleeves for both the electrical conduit and hydraulic line from the power unit enclosure to the hoistway (as shown on drawings). Trenching may be required if the machine room is not adjacent to hoistway. 2.1.4 Provide power unit enclosure light and light switch, located to comply with applicable codes and standards. 2.1.5 Provide an enclosed, plumb and square hoistway with smooth interior surfaces. Include for fascias or furring of hoistway interior where applicable. CE-VOYCSPC-02 ©2005 CONCORD COMMERCIAL 2.1.6 Provide a framed and enclosed legal hoistway, including power unit enclosure, as required by the governing code or authority. 2.1.7 Provide landing entrances. a) Suitable lintels over landing entrances are to be provided. b) Provide rough openings as per lift contractors' shop drawings. 2.1.8 Provide substantially level pit floor slab to support loads indicated on the lift contractors' shop drawings. 2.1.9 Provide adequate support for guide rail fastenings. 2.1.10 Provide light, receptacle and switch in pit, located to comply with applicable Code. 2.1.11 Provide pit water proofing or sump pump, if required, as allowed by Code. 2.1.12 Provide pit ladder for pits 3'- 0" (914 mm) or more in depth. 2.1.13 Provide finish grouting and masonry around doorframes. 2.1.14 Provide finish painting of landing entrances. Part 3 - Submittals 3.1 SHOP DRAWINGS The shop drawings shall show a complete layout of the lift equipment detailing dimensions, clearances and location of machinery. Including, but not limited to, the following: 3.1.1 Drawings showing the dimensions including plans, elevations, and sections to show equipment locations. CE-VOYCSPC-02 ©2005 COMMERCIAL 3.1.2 Load and reaction drawings shall be provided by the lift manufacturer and detailed on drawings. Part 4 - Product Data 4.1 MANUFACTURER/PRODUCT Lift shall be the CONCORD PROLIFT VOYAGER Commercial Wheelchair Lift manufactured by Concord Elevator Inc. Toll Free Number 800 661-5112 and (905) 791- 5555, Fax (905) 791-2222 Rated Load: Rated Speed: Car Dimension: Operation: Power Supply: Travel Distance: Levels Served: Number of Openings: Lighting Supply: Door Opening: Jack Type: Pump Type: Door Type: Leveling Device Type: 1,400 lbs. (635 kg.) 30 fpm (0.15 m/s) 47"W x 60"D (1194 W x 1524 D mm) Constant pressure or automatic (where permitted) floor selective 220 Single Phase, 50 Amps or 208 Three Phase, 30 Amps 50 feet (15m) Maximum where permitted, (B355-approx 23 ft (7m) Maximum) Maximum 4 Maximum 2 110-Volt, Single Phase, 60 Cycle, 15 Amps 35" x 6'-8" (890 x 2030 mm) Nominal 1:2 Cable Hydraulic Submersible Type Pro-Auto Door, 2 hr. UL/ULC Fire Rated Door Magnetic Floor Scanner 4.2SIGNAGE 4.2.1 The lift shall have all necessary signs, capacity plates, and data signs as per the Local and National Codes and Standards. 4.2.2 A capacity plate indicating the rated load in pounds and kilograms and operating instructions shall be furnished by the manufacturer and fastened in a prominent place at each landing and in the cab. The capacity plate and operating instructions will be engraved on non-glare, micro-surface, white letters on a blue background, self-adhesive, flexible plastic material. The letters and figures stating the capacity shall not be less than 1/4" in height. GE-VOYGSPC-02 ©2005 CONCORD COMMERCIAL 4.3 CAR ENCLOSURE 4.3.1 Walls MCP melamine panels 1/2" (13 mm) with clear anodized aluminum trim. 4.3.2 Ceilings Architectural white painted steel frame, with four (4) incandescent down lights. 4.3.3 Floor Steel frame with Plywood sheeting. 4.3.4 Handrail One (1) stainless steel handrail shall be located on control wall of the cab. 4.3.5 EMERGENCY OPERATION The car shall be equipped with a battery that will power an emergency lowering device, unlock door and power an alarm in the event of failure of the normal building power supply. Battery will be rechargeable with an automatic recharging system. 4.3.6 EMERGENCY LIGHT The car shall be equipped with an integral emergency light that will illuminate automatically in the event of a main power failure. 4.3.7 CAR OPERATING PANEL Car operating panel shall be hinged and consist of one constant pressure metal push button with halo lighting for each landing, an emergency stop and alarm button mounted on a removable stainless steel panel (Type 304 #4 stainless steel finish). 4.3.8 CAR LIGHTING The car lighting shall consist of four (4) low voltage incandescent down stainless lights. The failure of one lamp shall not cause the remaining lamps to extinguish. 4.3.9 AUTOMATIC LIGHTS Overhead lights in the car compartment shall turn ON automatically when the lift door is opened and stay ON while the lift is in use. A timer will shut OFF the lift lights when the lift is not in use. CE VOYCSPC-02 ©2005 CONCORD COMMERCIAL 4.4 PRO AUTO SWING DOOR ENTRANCES Complete entrance assembly to carry a fire label from UL/ULC certifying it has been tested and approved for minimum tim separation of two (2) hours. The landing entrances shall be supplied as an integral unit, pm-wired, zinc wipe coated and ready for installation at the site. Each integral landing entrance shall have an automatic swing type power door and have the following equipment included and mounted: 4.4.1 Door vision panel approximately 3" x 26 3/4" (75 x 680mm) of clear wired glass (or to the maximum permitted by the fire label) with aluminum finish frame. 4.4.2 Swing clear non-exposed heavy-duty stainless steel ball bearing hinges. 4.4.3 Interlock shall be provided with an electric contact, which will interrupt the power to the control mechanism if the door is in the OPEN position or if the door is not securely closed and locked. The interlock will prevent movement of the lift when the door is OPEN. 4.4.4. Door to be 35" x 80" (890 x 2030 mm) nominal, swing type. 4.4.5 The door locking mechanism shall be of the concealed type with no visible beak. 4.4.6 Door shall be equipped with aluminum push plate, pull handle and interior kick plates. 4.4.7 Keyed hall call station with a metal push button with halo lighting and a stainless steel cover plate shall be an integral part of each landing doorframe. 4.4.8 The automatic power door operator shall be concealed type, with accurate and adjustable speed control and pressure sensitivity. 4.4.9 Lock shall be time delayed electrically controlled for vandal resistant security. CE-VOYCSPCo02 ©2005 CONCORD COMMERCIAL 4.4.10 Landing sill shall be aluminum checker plate. 4.5 PLATFORM TOE GUARD A platform toe guard shall be provided at each car entrance opening to extend below car entrance opening for safety. 4.6 LEVELING DEVICE 4.6.1 The lift shall be provided with a 2 way leveling device which will maintain the car within 1/2" (13 mm) of the landing by magnetic sensing. 4.6.2 Leveling device switches shall be located in a position to be inaccessible to unauthorized persons (i.e., located behind the cab control wall accessible by removable panel). 4.6.3 All limits shall be mechanically sensed for accurate operation. 4.7 HYDRAULIC POWER UNIT a) The pump and motor shall be the submersible type installed inside the oil tank. b) The controller shall be integrally mounted on the power unit frame and pre-wired and tested before shipment. c) Control circuitry to be "Programmable Logic Controls". d) The power unit control valve shall include all hydraulic control valving inherently. This valve shall incorporate the following features: (i) Up and down acceleration and deceleration speed adjustment for a smooth starts and stops. (ii) Smooth stops at each landing shall be an inherent feature of the valve. (iii) Adjustable pressure relief valve. (iv) Manually operating DOWN valve to lower elevator in an emergency. (v) Pressure gauge indicating in P.S.I. and Bars. (vi) Gate valve to isolate cylinder from pump unit. (vii) Negative pressure switch 4.8 CYLINDER AND PLUNGER 4.8.1 The cylinder shall be constructed of steel pipe of sufficient thickness and suitable safety margin. The top of the cylinder shall be equipped with a cylinder head with an intemal guide ring and self-adjusting packing. 4.8.2 CE-VOYCSPC-02 ©2005 CONCORD COMMERCIAL The plunger shall be constructed of a steel shaft of proper diameter machined true and smooth. The plunger shall be provided with a stop electrically welded to the bottom to prevent the plunger from leaving the cylinder. 4.9 CABLE Minimum of two 3/8" (10 mm) cables. Minimum breaking strength 14,400 lbs. each. 4.10 SAFETY DEVICE A "slack/broken cable" safety device shall be supplied, which will stop and sustain the lift and its rated load, if either of the hoisting cables become slack or breaks. The safety device shall be resettable by the operation of the lift in the upward direction. A switch shall be mounted in such a position to sense the operation of the safety device, and will open the safety circuit to the controller to prevent operation of the lift in either direction. 4.11 GUIDE YOKE The 1:2 guide yoke/sheave arrangement shall be supplied with a sheave, guide shoes, roller bearings and adjustable cable guards. The sheave shall be finished with rounded grooves to fit the cables. 4.12 NORMAL TERMINAL STOPPING DEVICES Normal terminal stopping devices shall be mechanically sensed at the top and bottom of runway to stop the car automatically. 4.13 GUIDE RAILS AND BRACKETS 4.13.1 Steel 81b/ft"T" guide rails and brackets shall be securely fastened to the building structure. 4.13.2 Brackets shall securely hold the guides in a plumb and true position regardless of car loading. Maximum of 4 levels. 4.13.3 Guides shall be bolted through the hoistway enclosure with back-up plates, washers and nuts. Subject to architects' alterations and approvals. CE-VOYCSPC-02 ©2005 CONCORD COMMERCIAL 4.14 CAR SLING 4.14.1 Car sling shall be fabricated from steel members with adequate bracing to support the platform and cab. 4.14.2 The buffer-striking member on the underside of the car must stop the lift before the plunger reaches its down limit of travel. 4.14.3 Guide shoes to be solid slipper type with polyurethane inserts. 4.15 WIRING All wiring and electrical connections shall comply with applicable codes, insulated wiring shall have flame retardant and moisture proof outer covering and shall be run in conduit or electrical wire ways. Traveling cables shall be flexible and suitably suspended to relieve strain. Part 5- Execution 5.1 EXAMINATION All site dimensions shall be taken to ensure that tolerances and clearances have been maintained and meet local regulations. 5.2 PREPARATION Pre-inspect the construction and service requirements for "Work by Others." These requirements will be included in drawings, diagrams, engineering data sheets and special instructions before the work commences. Part 6- Warranty 6.0 Concord Elevator shall provide a Manufacturer's limited parts warranty as outlined in Appendix A. CE-VOYCSPC-02 ©2005 CONCORD COMMERCIAL Part 7- Owner's and Instruction Manual 7.0 After the installation is completed, the contractor shall instruct the owner in the proper use, operation and maintenance requirements of the lift. Instructions to also include emergency procedures and safety rules and precautions. The contractor should also supply the owner with an Owner's Manual detailing the operating, safety, and maintenance procedures of the lift. CE-VOYCSPC-02 ~2005 Appendix A Concord Elevator Manufacturer's Limited Product Warranty Term of warranty - this warranty is valid for a period of 36 months from the date that the product shipped from our factory. Purchase price for product must be paid in full for manufacturer to release parts under this warranty. Coverage - this warranty applies to the repair or replacement, at Manufacturer's option, of parts that fail due to defective material or workmanship. Manufacturer may, at its option, provide factory reconditioned parts. This warranty is provided to the Authorized Concord Dealer on behalf of the final purchaser of the product and is not transferable. The Manufacturer's warranty does not cover labor charges for the removal, repair or replacement of warranty parts but such costs may be covered for a period of time by Authorized Dealer's warranty, which is provided to purchaser separately. Conditions: 1) 2) 3) This warranty only applies to products installed and maintained by a Concord Elevator Authorized Dealer in conformance with all applicable local and national codes. The warranty is void if regular inspection and maintenance of product is not being carried out by an Authorized Concord Dealer in accordance with the recommendations contained in the Owner's Manual. It is the Owner's responsibility to keep records of all such service. This warranty does not apply to the following: 1) Consumable items which include: light bulbs, batteries, oil seals, mechanical switches, guide shoe inserts, drive belts, hydraulic fluids, greases, oils etc. 2) Structural or cosmetic components that are subject to normal wear and tear, external forces and/or misuse. This includes metal panels, glass, plexiglass, gates, doors, buttons, switches, upholstery, trim etc 3) Items that require periodic assessment, maintenance and/or replacement. This includes paint, caulking, weather seals, etc 4) Malfunction or damage to product caused by accident, misuse, abuse or vandalism, lack of proper maintenance, improper installation or placement of product, neglect, improper adjustment, modification or alteration, structural condition of building or hoistway, overloading, failure to follow operating instructions or acts of God. Standard Procedures: Required warranty parts will be shipped at Concord Elevator's expense by UPS ground. Expedited or air shipment of parts is available at Dealer's request and expense. Some parts covered under this warranty may be commercially available from a source close to the job site and Concord will reimburse Dealer for cost to purchase these items provided that approval is obtained from Concord's Technical Support Department in advance. Disclaimers: Concord disclaims liability for any personal injury or property damage resulting from the operation of a product that has been modified from the original Concord design. No person or company is authorized to change the design of this product without written authorization by Concord Concord's obligation under this warranty is exclusively limited to the repair or exchange of parts that fail within the applicable warranty period Concord assumes no responsibility for expenses or damages, including incidental or consequential damages. Some states and/or provinces do not allow the exclusion or limitation of incidental or consequential damages so the above limitation may not apply to you. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c ~Ot/,20 ~ ? Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Ig, rll~' Phone: ~O W. ~ S~.; 5~i~ [~ [~P?~ t ~ APPLICATION FOR BUILDING PERMIT .x-.---D Date "~1 Iff, ,20 0 ~ ' -' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. · (Signanlre'~f applicant o~name, ifa corporation) K~hh'~ gtd't, erO~d 590 w. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 4:l~hers I~lo.,~ hevelo~>rv~M- '(As on the tax ~'oll or l~ttest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section 01 9.. Block Filed MapNo. Lot tS. I Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy In~vtsl'~al (iJ~k+)~ ~4-~v'~6: ~e~. ~uSlhe~S b. Intended use and occupancy Commava~'&l gecrtaah'o n "4 I,l, lee-hha 3. Nature of work (check which applicable): New Building Addition Repair v' Removal Demolition Other Work 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (Non - Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor r4/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height 2. 'gL.O" Number of Stories Rear go2. ~ .Depth 41 ' Dimensions of same structure with alterations or additions: Front :Z o2 ' Rear Depth. 41 ' Height g ~, '- b" Number of Stories 2o~t 8. Dimensions of entire new construction: Front N/~ Height ~J^ Number of Stories 9. Size of lot: Front 2%o~ Rear 2'$.2 Rear .Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO v/ 13. Will lot be re-graded? YES NO v/Will excess fill be removed from premises? YES__ 14. Names of Owner of premises ~'IDC ~ Address ~ts!~,s I~lt,,~t. *1 ~, o~,~o Phone No. Name of Architect ~(l~lhh ~.[dl~v~c~t~ ~v'r. ifdectX, ert6Address ~o u.,~?lom; ,~ ,,f;~,(. Phone No Name of Contractor Z ~ S Corfo~c~ Address Ko. I~ Z~2 Phone No. J F~,~ Island, ~1 °~'~1o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OFNg~t ~oR~S: i~r'uCt }9. k['lloli r') being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to ~ee~gre me this Notary Public ROBERT E. GROSS Notary Public, State of New York No. 30-4636487 :.~alified in Nassau Cou,~:y Corn,.,.ssion Expires March 3G, 200d Signature of Applicant 866.DLI.7078 IINDOORAIR QUALITY 860.204.0419 F ELECTRICAL *l~J~ 116 MAIN STREET PLUMB,NG Spec~.//.sl$,,~gtz~ttj/tta./ ]YIC. NORWICH. CT 06360 F RE PROTECTION Cam F~'~I~. £~gince~blg WWW.DESIGNLEARNED.COM Fishers Island Community Center M/E/P SPECIFICATIONS 5/8/07 I ! ! I ! I ! ! I I ! ! I I I SECTION 01300 PART 1 GENERAL 1.01 SECTION INCLUDES A. B. C. ADMINISTRATIVE REQUIREMENTS Submittals for review and information. Number of copies of submittals. Submittal procedures. t.02 PROJECT COORDINATION A. Make the following types of submittals to Design Learned, Inc.: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. PART2 PRODUCTS - NOT USED PART3 EXECUTION 3.0'1 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Design Learned, inc. for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below. 3.02 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. 3.03 SUBMITTALS FOR PROJECT CLOSEOUT A.Submit the following at project closeeut: 1. Project record documents. Fishers Island Community Center 10/20/2006 01300-1 ADMINISTRATIVE REQUIREMENTS I I I ! I ! ! I' I I 2. Operation and maintenance data. 3. Warranties. 3.04 NUMBEROF COPIES OF SUBMITTALS A. Documents for Review: 1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies which the Contractor requires, plus two copies which will be retained by the Design Learned, Inc.. 2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque reproductions which Contractor requires, plus two copies which will be retained by Design Learned, Inc.. B. Documents for Information: Submit two copies. C. Documents for Project Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for information. D. Samples: Submit the number specified in individual specification sections; one of which will be retained by Design Learned, Inc.. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.05 SUBMITTAL PROCEDURES A. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. B. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. C. Apply Contractor's stamp, signed or initialed certifying that review, approval, 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. D. Deliver submittals to Design Learned, Inc. at business address. E. Schedule submittals to expedite the Project, and coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Design Learned, Inc. review stamps. I. When revised for resubmission, identify all changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed. END OF SECTION Fishers island Community Center 10/20/2006 01300-2 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. B. C. D. SECTION 01600 PRODUCT REQUIREMENTS Transportation, handling, storage and protection. Product option requirements. Substitution limitations and procedures. Spare parts and maintenance materials. 1.02 SUBMITTALS A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. 1. Submit within 15 days after date of Agreement. 2. For products specified only by reference standards, list applicable reference standards. B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supp}ement manufacturers' standard data to provide information specific to this Project. C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral pads and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. E. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functionar equipment and appliances. PART2 PRODUCTS 2.01 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents. B. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified. 2,02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. 2,03 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. Submit for approval. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. Submit for approval. Fishers Island Community Center 10/20/2006 01600-1 PRODUCT REQUIREMENTS ,! jl '1 I I i I ! 1 I I ! I I ! ! ! t 2.04 SPARE PARTS AND MAINTENANCE PRODUCTS A. Provide spare parts, maintenance, and extra products of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. B. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Town of Southold. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Town of Southold and Design Learned, Inc. for review or redesign services associated with re-approval by authorities. C. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. D. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Design Learned, Inc. will notify Contractor in writing of decision to accept or reject request. 3.02 TRANSPORTATIONAND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.03 STORAGEAND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. Fishers Island Community Center 01600 - 2 10/20/2006 PRODUCT REQUIREMENTS B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For extedor storage of fabricated products, place on sloped supports above ground. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION Fishers Island Community Center 10/20/2006 01600-3 PRODUCT REQUIREMENTS I 1 ! I I ! i 1 I I ! i I I I ! ! II ! I ! I i 1 / SECTION 13851 FIRE ALARM SYSTEM PART1 GENERAL 1.01 SECTION INCLUDES A. Fire alarm duct smoke detectors for HVAC. 1.02 REFERENCES A. IEEE C62.41 - IEEE Recommended Practice on Surge Voltages in Low-Voltage Power Cimuits. B. NFPA 70 - National Electrical Code. C. NFPA 72 - National Fire Alarm Code. D. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Evidence of installer qualifications. C. Inspection and Test Reports: 1. Submit inspection and test plan prior to closeout demonstration. 2. Submit documentation of satisfactory inspections and tests. 3. Submit NFPA 72 "Inspection and Test Form," titled out. D. Operating and Maintenance Data: Revise and resubmit until acceptable; have one set available during closeout demonstration: 1. Complete set of specified design documents, as approved by authority having jurisdiction. 2. Additional printed set of project record documents and closeout documents, bound or filed Jn same manuals. 3. Contact information for firm that will be providing contract maintenance and trouble call-back service. 4. List of recommended spare parts, tools, and instruments for testing. 5. Replacement parts list with current pdces, and soume of supply. 6. Detailed troubleshooting guide and large scale input/output matrix. 7. Detailed but easy to read explanation of procedures to be taken by non-technical administrative personnel in the event of system trouble, when routine testing is being conducted, for fire drills, and when entering into contracts for remodeling. E. Project Record Documents: Have one set available during closeout demonstration: 1. Complete set of floor plans showing actual installed locations of components, conduit, and zones. 2. "As installed" wiring and schematic diagrams, with final terminal identifications. 3. "As programmed" operating sequences, including control events by device, updated input/output chart, and voice messages by event. F. Closeout Documents: 1. Certification by manufacturer that the system has been installed in compliance with his installation requirements, is complete, and is in satisfactory operating condition. 2. NFPA 72 "Record of Completion", filled out completely and signed by installer and authorized representative of authority having jurisdiction. 1.04 QUALITY ASSURANCE A. installer Qualifications: Firm with minimum 3 years documented experience installing fire alarm Fishers Island Community Center 10/20/2006 13851 - 1 FIRE ALARM SYSTEM systems of the specified type and providing contract maintenance service as a regular part of their business. 1. Installer Pemonnel: At least 2 years of experience installing fire alarm systems. 2. Supervisor: NICET level Ill or IV (3 or 4) certified fire alarm technician; furnish name and address. 3.Certified in Fishers Island, NY as fire alarm installer. 1.05 WARRANTY A. Provide control panel manufacturer's warranty that system components other than wire and conduit are free from defects and will remain so for 1 year after date of Substantial Completion. B. Provide installer's warranty that the installation is free from defects and will remain so for 1 year after date of Substantial Completion. PART2 PRODUCTS 2.01 FIRE ALARM SYSTEM A. Fire Alarm System: Provide a new automatic fire detection and alarm system: 1. Provide all components necessary, regardless of whether shown in the contract documents or not. 2. Protected Premises: Entire building shown on drawings. 3. Comply with the following; where requirements conflict, order of precedence of requirements is as listed: a. The Americans With Disabilities Act (ADA). b. The requirements of the State Fire Marshall. c. The requirements of the local authority having jurisdiction. d. Applicable local codes. e. The contract documents (drawings and specifications). f. NFPA 101. g. NFPA 72; where the word "should" is used consider that provision mandatory; where conflicts between requirements require deviation from NFPA 72, identify deviations clearly on design documents. 2.02 FIRE SAFETY SYSTEMS INTERFACES A. Alarm: Provide alarm initiation in accordance with NFPA 72 for the following: 1. Kitchen hood suppression activation; also disconnect fuel source from cooking equipment. 2. Elevator lobby, elevator hoistway, and elevator machine room smoke detectors. 3. Duct smoke detectors. B. Elevators: 1. Elevator lobby, hoistway, and machine room smoke detectors: Elevator recall for fire fighters' service. 2. Elevator Machine Room Heat Detector: Shut down elevator power prior to hoistway sprinkler activation. C. HVAC: 1. Duct Smoke Detectors: Close dampers indicated; shut down air handlers indicated. 2.03 COMPONENTS A. General: 1. Provide flush mounted units where installed in finish areas; in unfinished areas, surface mounted unit are acceptable. 2. Provide legible, permanent labels for each control device, using identification used in operation and maintenance data. Fishers Island Community Center 10/20/2006 13851-2 FIRE ALARM SYSTEM I i i i 1 ! I i I l I I I I I i ! i I I 1 I i ! i ! ! B. Fire Alarm Control Units, Initiating Devices, and Notification Appliances: __.; listed by Underwriters Laboratories as suitable for the purpose intended. C. Surge Protection: Provide surge protection to power supplies of Fire Alarm system. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with applicable codes, NFPA 72, NFPA 70, and the contract documents. B. Conceal all wiring, conduit, boxes, and supports where installed in finished areas. C. Obtain Town of Southold's approval of locations of devices, before installation. D. Install instruction cards and labels. 3.02 INSPECTION ANDTESTING FOR COMPLETION A. Notify Town of Southold and Design Learned 7 days prior to beginning completion inspections and tests. B. Notify authorities having jurisdiction and comply with their requirements for scheduling inspections and tests and for observation by their personnel. C. Provide the services of the installer's supervisor or person with equivalent qualifications to supervise inspection and testing, correction, and adjustments. D. Prepare for testing by ensuring that all work is complete and correct; perform preliminary tests as required. E. Provide all tools, software, and supplies required to accomplish inspection and testing. F. Perform inspection and testing in accordance with NFPA 72 and requirements of local authorities; document each inspection and test. G. Correct defective work, adjust for proper operation, and retest until entire system complies with contract documents. 3.03 Town of Southold PERSONNEL INSTRUCTION A. Provide the following instruction to designated Town of Southold personnel: 1. Hands-On Instruction: On-site, using operational system. 2. Classroom Instruction: Town of Southold furnished classroom, on-site or at other local facility. B. Administrative: One-hour session(s) covering issues necessary for non-technical administrative staff; classroom: 1. initial Training: 1 session pre-doseout. C. Basic Operation: One-hour sessions for attendant personnel, security officers, and engineering staff; combination of classroom and hands-on: 1. Initial Training: 1 session pre-closeout. 3.04 CLOSEOUT A. CIoseout Demonstration: Demonstrate proper operation of all functions to Town of Southold. 1. Be prepared to conduct any of the required tests. 2. Have at least one copy of operation and maintenance data, preliminary copy of project record drawings, inputJoutput matrix, and operator instruction chart(s) available during demonstration. 3. Have authorized technical representative of control unit manufacturer present during demonstration. Fishers Island Community Center 10/20/2006 13851-3 FIRE ALARM SYSTEM 4. Demonstration may be combined with inspection and testing required by authority having jurisdiction; notify authority having jurisdiction in time to schedule demonstration. 5. Repeat demonstration until successful. END OF SECTION Fishers Island Community Center 10/20/2006 13851-4 FIRE ALARM SYSTEM ! 1 ! I 1 I I I I I i I I / I / I I I ! 1 I I i I I i I I 1 I I I I SECTION 15072 VIBRATION ISOLATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Vibration isolators. PART2 PRODUCTS 2.01 VIBRATION ISOLATORS A. Open Spring isolators: 1. Springs: Minimum horizontal stiffness equal to 75 pement vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 2. Spring Mounts: Provide with leveling devices, minimum 0.25 inch thick neoprene sound pads, and zinc chromate plated hardware. 3. Sound Pads: Size for minimum deflection of 0.05 inch; meet requirements for neoprene pad isolators. B. Restrained Open Spring Isolators: 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 2. Spring Mounts: Provide with leveling devices, minimum 0.25 inch thick neoprene sound pads, and zinc chromate plated hardware. 3. Sound Pads: Size for minimum deflection of 0.05 inch; meet requirements for neoprene pad isolators. 4.Restraint: Provide heavy mounting frame and limit stops. C. Closed Spring Isolators: 1. Type: Closed spring mount with top and bottom housing separated with neoprene rubber stabilizers. 2. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 3. Housings: Incorporate neoprene isolation pad meeting requirements for neoprene pad isolators, and neoprene side stabilizers with minimum 0.25 inch clearance. D. Restrained Closed Spring Isolators: 1. Type: Closed spring mount with top and bottom housing separated with neoprene rubber stabilizers. 2. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 3. Housings: Incorporate neoprene isolation pad meeting requirements for neoprene pad isolators, and neoprene side stabilizers with minimum 0.25 inch clearance and limit stops. E. Spring Hanger: 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 2. Housings: Incorporate neoprene isolation pad meeting requirements for neoprene pad isolators. 3. Misalignment: Capable of 20 degree hanger rod misalignment. Fishers Island Community Center 10/20/2006 15072-1 VIBRATION ISOLATION F. Neoprene Pad isolators: 1. Rubber or neoprene waffle pads. 2. Configuration: Single layer. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. END OF SECTION Fishers island Community Center 10/20/2006 15072-2 VIBRATION ISOLATION I ! I ! i ! I i i I I i ! I i i I I I I ! ! 1 i I I i ! ! I I i I I I I SECTION 15075 MECHANICAL IDENTIFICATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Nameplates. B. Tags. C. Pipe Markers. 1.02 REFERENCES A. ASME A13.1 - Scheme for the Identification of Piping Systems; The American Society of Mechanical Engineers. PART2 PRODUCTS 2.01 NAMEPLATES A. Description: Laminated throe-layer plastic with engraved letters. 1. Letter Color: White. 2. Letter Height: 1/4 inch. 3. Background Color: Black. 2.02 TAGS A. Plastic Tags: Laminated three-layer plastic with engraved black letters on light contrasting background color. Tag size minimum 1-1/2 inch diameter. B. Metal Tags: Brass with stamped letters; tag size minimum 1-1/2 inch diameter with smooth edges. 2.03 PIPE MARKERS A. Color: Conform to ASME A13.1. B. Plastic Pipe Markers: Factory fabricated, flexible, semi- dgid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and identification of fluid being conveyed. C. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. PART3 EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. 3.02 INSTALLATION A. Install plastic nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer. B. Instarl tags with corrosion resistant chain. C. Install plastic pipe markers in accordance with manufacturer's instructions. D. Install plastic tape pipe markers complete around pipe in accordance with manufacturer's instructions. Fishers Island Community Center 10/20/2006 15075-1 MECHANICAL IDENTIFICATION E. Identify air handling units, pumps, heat transfer equipment, tanks, and water treatment devices with plastic nameplates. Small devices, such as in-line pumps, may be identified with tags. F. Identify control panels and major control components outside panels with plastic nameplates. G. Identify thermostats relating to terminal boxes or valves with nameplates. H. Identify valves in main and branch piping with tags. I. Identify piping, concealed or exposed, with plastic pipe markers. Use tags on piping 3/4 inch diameter and smaller. Identify service, flow direction, and pressure, install in clear view and align with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and drops, adjacent to each valve and Tee, at each side of penetration of structure or enclosure, and at each obstruction. J. Identify ductwork with plastic nameplates. Identify with air handling unit identification number and area served. Locate identification at air handling unit, at each side of penetration of structure or enclosure, and at each obstruction. END OF SECTION Fishers Island Community Center 10/20/2006 15075-2 MECHANICAL IDENTIFICATION ! ! t 1 i I I I I I i I i i I I I I i ! I i I I I i ! I i I I I I I I I SECTION 15076 PIPING AND VALVE IDENTIFICATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe Markers. B. Stencils. C. Valve Tags. 1.02 REFERENCES A. ASME A13.1 - Scheme for the Identification of Piping Systems; The American Society of Mechanical Engineers (ANSI/ASME A13.1 ). 1.03 SYSTEM DESCRIPTION A. Color Coding and Nomenclature for Building Piping: Conform to ASME A13.1. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Pipe Schedule: Schedule of wording, symbols, letter size, and color coding for piping identification. C. Valve Schedule: Schedule of wording, symbols, letter size, and color coding for valve identification. PART2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturer: Seton Identification Products; 20 Thompson Road, Branford CT 06405-2842; Telephone 203-488-8059, FAX 203-488-5973; Toll Free Telephone 800-243-6624, Toll Free FAX 800-345-7819. Email: Custsvc_SetonUS@seton.com. www.seton.com B. Substitutions: See Section 01600- Product Requirements. 2.02 MANUFACTUREDUNITS A. Pipe Markers for Indoor Use: Seton Seton-Code; media indicator on pressure-sensitive vinyl sheet, with detachable direct-of-flow arrows. B. Pipe Markers for Outdoor Use: Seton Weather-Code; media indicator and detachable direction-of-flow arrows on weather-resistant pressure-sensitive vinyl sheet; service temperature -40to 175 degrees F. C. Direction-Of-FIowArrows: Seton Arrows-On-A-Roll; direction-of-flow arrows on pressure-sensitive vinyl tape roll. D. Pipe Stencils: Factory-cut stencils with media indicator and direction-of-flow arrows. E. Valve Tags: Plastic; Media and identification number imprinted on tag. F. Valve Tag Securing Devices: Number 6 brass bead chain; provide one securing device for each tag in accepted schedule. PART 3 EXECUTION 3.01 INSTALLATION Fishers Island Community Center 10/20/2006 15076-1 PIPING AND VALVE IDENTIFICATION A. Install pipe markers in accordance with accepted shop drawings and manufacturer's instructions. B. Install valve tags in accordance with accepted shop drawings and manufacturer's instructions. END OF SECTION I t ! I ! I ,I Fishers island Community Center 10/20/2006 15076-2 PIPING AND VALVE IDENTIFICATION 1 I I I I I ! I 1 ! I I I I i I I i I ! i I I !1 I PART 1 GENERAL 1.01 SECTION INCLUDES A. Piping insulation. 1.02 RELATED SECTIONS A. B. C. D. SECTION '16082 PIPING INSULATION Section 07840 - Firestopping. Section 15145 - Plumbing Piping: Placement of hangers and hanger inserts. Section 15182 - Hydronic Piping: Placement of hangers and hanger inserts. Section 15186 - Refrigerant Piping and Specialties: Placement of inserts. 1.03 REFERENCES A. ASTM C 534 - Standard Specification for Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form. B. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. C. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials. D. NFPA 255 - Standard Method of Test of Surface Burning Characteristics of Building Materials; National Fire Protection Association. E. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials; Underwriters Laboratories Inc.. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations. PART2 PRODUCTS - ARMAFLEXAS SPECIFIED 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E 84, NFPA 255, or UL 723. 2.02 FLEXIBLE ELASTOMERICCELLULARINSULATION A. Insulation: Preformed flexible elastomeric cellular rubber insulation complying with ASTM C 534 Grade 3; use molded tubular material wherever possible. 1. Minimum Service Temperature: -40 degrees F. 2. Maximum Service Temperature: 220 degrees F. 3. Connection: Waterproof vapor barrier adhesive. 2.03 JACKETS A. PVC Plastic. 1. Jacket: One piece molded type fitting covers and sheet material, off-white color. a. Minimum Service Temperature: 0 degrees F. b. Maximum Service Temperature: 150 degrees F. c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance Fishers Island Community Center 10/20/2006 15082-1 PIPING INSULATION with ASTM E 96, d. Thickness: 10 mil. e, Connections: Brush on welding adhesive. B. ABS Plastic: 1, Jacket: One piece molded type fitting covers and sheet material, off-white color. a. Minimum Service Temperature: -40 degrees F. b. Maximum Service Temperature of 180 degrees F. c. Moisture Vapor Permeability: 0.012 perm inch, when tested in accordance with ASTM E 96. d. Thickness: 30 mil. e. Connections: Brush on welding adhesive. C. Canvas Jacket: UL listed 6 oz/sq yd plain weave cotton fabric treated with dilute fire retardant lagging adhesive. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that piping has been tested before applying insulation materials. B. Verify that surfaces are clean and dry, with foreign material removed. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. All hot and cold potable water piping without exception is to be insulated with Armaflex. Tape and seal all seams and joints. C. Exposed Piping: Locate insulation and cover seams in least visible locations. D. Insulated pipes conveying fluids below ambient temperature: insulate entire system including fittings, valves, unions, flanges, strainers, flexible connections, pump bodies, and expansion joints. E. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at equipment, but bevel and seal ends of insulation. F. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at supports, protrusions, and interruptions. Attire separations, refer to Section 07840. G. Pipe Exposed in Mechanical Equipment Rooms or Finished Spaces (less than 10 feet above finished floor): Finish with canvas jacket sized for finish painting. END OF SECTION Fishers Island Community Center 10/20/2006 15082-2 PIPING INSULATION ! 1 I I I 1 ! i i ! i l I ! I ! ! I I I I I i t I i I i I I I t SECTION 15086 DUCT INSULATION PART 1 GENERAL t.01 SECTION INCLUDES A. Duct Liner. B. Insulation jackets. 1.02 REFERENCES A. ASTM C 518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. B. ASTM C 553 - Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications. C. ASTM C 612 - Standard Specification for Mineral Fiber Block and Board Thermal Insulation. D. ASTM C 1071 - Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal and Sound Absorbing Material). E. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. F. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials. G. SMACNA (DCS)- HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E 84, NFPA 255, or UL 723. 2.02 GLASS FIBER, FLEXIBLE A. Insulation: ASTM C 553; flexible, noncombustible blanket. 1. 'K' value: 0.36 at 75 degrees F, when tested in accordance with ASTM C 518. 2. Maximum Service Temperature: 450 degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent by weight. B. Vapor Barrier Jacket: 1. Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.02 perm inch, when tested in accordance with ASTM E 96. 3. Secure with pressure sensitive tape. 2.03 GLASS FIBER, RIGID A. Insulation: ASTM C 612; rigid, noncombustible blanket. 1. 'K' value: 0.24 at 75 degrees F, when tested in accordance with ASTM C 518. 2. Maximum service temperature: 450degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent. 4. Maximum Density: 8.0 Ib/cu ft. B. Vapor Barrier Jacket: Fishers Island Community Center 10/20/2006 15086-1 DUCT INSULATION 1. Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.02 perm inch, when tested in accordance with ASTM E 96. 3. Secure with pressure sensitive tape. 2.04 JACKETS A. Canvas Jacket: UL listed 6 oz/sq yd plain weave cotton fabric treated with dilute fire retardant lagging adhesive. 2.05 DUCT LINER A. Insulation: Incombustible glass fiber complying with ASTM C 1071; flexible blanket, dgid board, and preformed round liner board; impregnated surface and edges coated with poly vinyl acetate polymer, or acrylic polymer shown to be fungus and bacteria resistant by testing to ASTM G 21. 1. Apparent Thermal Conductivity: Maximum of 0.31 at 75 degrees F. 2. Service Temperature: Up to 250 degrees F. 3. Rated Velocity on Coated Air Side for Air Erosion: 5,000 fpm, minimum. B. Liner Fasteners: Galvanized steel, self-adhesive pad with integral head. PART3 EXECUTION 3.01 EXAMINATION A. Verify that ducts have been tested before applying insulation materials. B. Verify that surfaces are clean, foreign material removed, and dry. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. External Duct Insulation Application: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. 2. Secure insulation without vapor barrier with staples, tape, or wires. 3. Install without sag on underside of duct. Use adhesive or mechanical fasteners where necessary to prevent sagging. Lift duct offtrapeze hangers and insert spacers. 4. Seal vapor bather penetrations by mechanical fasteners with vapor barrier adhesive. 5. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping. C. Duct Liner Application: 1. Adhere insulation with adhesive for 100 percent coverage. 2. Secure insulation with mechanical liner fasteners. Refer to SMACNA HVAC Duct Construction Standards - Metal and Flexible for spacing. 3. Seal and smooth joints. Seal and coat transverse joints. 4. Seal liner surface penetrations with adhesive. 5. Duct dimensions indicated are net inside dimensions required for air flow. Increase duct size to allow for insulation thickness. END OF SECTION Fishers Island Community Center 10/20/2006 15086-2 DUCT INSULATION I '1 I I I ! I i I i I I i I I I I I i 1 I I I ! i I t I I ! I I SECTION 15145 PLUMBING PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe, pipe fittings, valves, and connections for piping systems. 1. Sanitary sewer. 2. Domestic water. 3. Gas. 1.02 REFERENCES A. ASME B16.3 - Malleable Iron Threaded Fittings; The American Society of Mechanical Engineers. B. ASME B31.2 - Fuel Gas Piping; The American Society of Mechanical Engineers. C. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. D. ASTM A 234/A 234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service. E. ASTM D 2239 - Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter. F. ASTM D 2447 - Standard Specification for Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter. G. ASTM D 2609- Standard Specification for Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe. H. MSS SP-78 - Cast Iron Plug Valves, Flanged and Threaded Ends; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.. I. NFPA 58 - Liquefied Petroleum Gas Code; National Fire Protection Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with State of New York, standards. 1.05 REGULATORY REQUIREMENTS A. Conform to applicable code for installation of backflow prevention devices. B. Provide certificate of compliance from authority having jurisdiction indicating approval of installation of backfiow prevention devices. 1.06 DELIVERY, STORAGE, AND PROTECTION A. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. Fishers island Community Center 10/20/2006 15145 - 1 PLUMBING PIPING PART2 PRODUCTS 2.01 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING Copper Pipe: ASTM B 42, hard drawn. 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22 wrought copper and bronze. 2. Joints: ASTM B 32, alloy Sn95 solder. B. PE Pipe: ASTM D 2239, or ASTM D 2447 Schedule 40. 1. Fittings: ASTM D 2609, PE. 2. Joints: Mechanical with stainless steel clamp. C. Polyethylene/AluminumComposite Pipe: ASTM F 1281 orASTM F 1282. 1. Fittings and Joints: Brass compression type. 2.02 WATER PIPING, ABOVE GRADE A. Copper Tube: ASTM B 88 (ASTM B 88M), Type L (B), Drawn (H). 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B 32, alloy Sn95 solder. 2.03 PROPANE GAS PIPING, BURIED BEYOND 5 FEET OF BUILDING A. Steel Pipe: ASTM A 53/A 53M Schedule 40 black. 1. Fittings: ASTM A 234/A 234M, wrought steel welding type, with AWWA C105/A21.5 polyethylene jacket or double layer, half-lapped 10 mil polyethylene tape. 2. Joints: ASME B31.1,welded. 2.04 PROPANE GAS PIPING, BURIED WITHIN $ FEET OF BUILDING 2.05 PROPANE GAS PIPING, ABOVE GRADE A. Steel Pipe: ASTM A 53/A 53M Schedule 40 black. 1. Fittings: ASME B16.3, malleable iron, or ASTM A 234/A 234M, wrought steel welding type. 2. Joints: NFPA 58, threaded or welded to ASME B31.1. 2.06 FLANGES, UNIONS, AND COUPLINGS A. Unions for Pipe Sizes 3 inches and Under: Provide for all serviceable equipment 1. Ferrous pipe: Class 150 malleable iron threaded unions. 2. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. 2.07 PIPE HANGERS AND SUPPORTS A. Plumbing Piping-Water: 1. Conformto ASME B31.9. 2. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, spilt ring. 3. Hangers for Cold Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. 4. Hangers for Hot Pipe Sizes 2 Inches to 4 Inches: Carbon steel, adjustable, clevis. 2.08 GATE VALVES A. Manufacturers: Submit for approval.. 2.09 BALLVALVES A. Manufacturers: Submit for approval. 2.10 PLUG VALVES Fishers Island Community Center 10/20/2006 15145-2 PLUMBING PIPING ! i I I I I I I I i ! I I I I I I I I I ! I I I I i i I I I i I 1 A. Construction 2-1/2 Inches and Larger: MSS SP-78, 175 psi CWP, cast iron body and plug, pressure lubricated, teflon or Buna N packing, flanged or grooved ends. Provide lever operator with set screw. PART3 EXECUTION 3,01 EXAMINATION A. Vedfy that excavations are to required grade, dry, and not over-excavated. 3.02 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.03 INSTALLATION A. ~nstall in accordance with manufacturer's instructions. B. Provide non-conducting dielectric connections whereverjointing dissimilar metals. C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. E. Group piping whenever practical at common elevations. F. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings. Refer to Section 15082. G. Provide access where valves and fittings are not exposed. H. Establish elevations of buried piping outside the building to ensure not less than 4 ft of cover. I. Provide support for utility meters in accordance with requirements of utility companies. J. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting. K. Sleeve pipes passing through partitions, walls and floors. L. Inserts: 1. Provide inserts for placement in concrete formwork. 2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. 3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. 4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface. M. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.9. 2. Support horizontal piping as scheduled. 3. install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 4.Place hangers within 12 inches of each horizontal elbow. 5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 6. Support vertical piping at every floor. Support riser piping independently of connected horizontal piping. 7. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. Fishers Island Community Center 10/20/2006 15145 - 3 PLUMBING PIPING 8. Prime coat and finish paint exposed steel hangers and supports, 3.04 APPLICATION A. Install unions downstream of valves and at equipment or apparatus connections. B. Install gate valves for shut-off and to isolate equipment, part of systems, or vertical risers. C, Provide plug valves in natural gas systems for shut-off service. 3.05 SCHEDULES Pipe Hanger Spacing: 1. Metal Piping: a. Pipe size: 1/2 inchesto 1-1/4inches: 1) Maximum hanger spacing: 6.5 ft, b. Pipe size: 1-1/2 inches to 2 inches: 1) Maximum hanger spacing: 10 ft. END OF SECTION Fishers Island Community Center 10/20/2006 15145-4 PLUMBING PIPING I I I I I i I I I I I I I I I I I I I I i ! I I I I I I I I I I I I i I 1 SECTION 15182 HYDRONIC PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe and pipe fittings for: 1. Heating water piping system. 2. Chilled water piping system. 3. Equipment drains and overflows. 1.02 REFERENCES A. ASME B16.3 - Malleable Iron Threaded Fittings; The American Society of Mechanical Engineem. B. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. C. ASTM A 234/A 234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service. D. ^WS DI.1/DI.IM - Structural Welding Code - Steel; American Welding Society. E. AWWA C105/A21.5 - Polyethylene Encasement for Ductile-Iron Pipe Systems; American Water Works Association (ANSl/AWWA Cl 05/A21.5). 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.04 DELIVERY, STORAGE, AND HANDLING A. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. PART2 PRODUCTS 2.01 CHILLED WATER PIPING, BURIED A. Steel Pipe: ASTM A 53/A 53M, Schedule 40, black with AWW^ C105/A21.5 polyethylene jacket, or double layer, half-lapped polyethylene tape. 1. Fittings: ASTM A 234/A 234M, wrought steel welding type with double layer, half-lapped polyethylene tape. 2. Joints: Welded in accordance with AWS D1.1. 3. Casing: Closed glass cellinsulation. 2.02 CHILLED WATER PIPING, ABOVE GRADE A. Steel Pipe: ASTM A 53/A 53M, Schedule 40, black. 1. Fittings: ASME B16.3, malleable iron or ASTM A 234/A 234M, wrought steel welding type. 2. Joints: Threaded orAWS D1.1 welded. 2.03 PIPE HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch: Malleable iron, adjustable swivel, split ring. B. Hangers for Cold Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. C. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods. D. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. Fishers Island Community Center 10/20/2006 15182-1 HYDRONIC PIPING E. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. F. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. G. Hanger Rods: Mild steel threaded both ends, threaded one end, or continuous threaded. 2.04 UNIONS, FLANGES, AND COUPLINGS A. Unions for Pipe 2 inches and Under: 1. Ferrous Piping: 150 psig malleable iron, threaded. B. Flanges for Pipe Over 2 Inches: 1. Ferrous Piping: 150 psig forged steel, slip-on. 2. Gaskets: 1/16 inch thick preformed neoprene. C. Grooved and Shouldered Pipe End Couplings: 1. Housing Clamps: MalleabLe iron galvanized to engage and lock, designed to permit some angular deflection, contraction, and expansion. 2. Sealing Gasket: C-shape elastomer composition for operating temperature range from -30 degrees F to 230 degrees F. 2.05 GLOBE OR ANGLEVALVES ^. Up To and Including 2 Inches: 1. Bronze body, bronze trim, screwed bonnet, rising stem and handwheel, inside screw with backseating stem, renewable composition disc and bronze seat, solder ends. B. Over 2 Inches: 1. Iron body, bronze trim, bolted bonnet, rising stem, handwheel, outside screw and yoke, rotating plug-type disc with renewable seat ring and disc, flanged ends. 2.06 BALL VALVES A. Up To and Including 2 Inches: 1. Bronze one piece body, chrome plated brass ball, teflon seats and stuffing box ring, lever handle with balancing stops, solder ends with union. B. Over 2 Inches: 1. Cast steel body, chrome plated steel ball, teflon seat and stuffing box seals, lever handle, flanged. END OF SECTION Fishers IsLand Community Center 10/20/2006 15182-2 HYDRONIC PIPING 1 I I 1 I I I I I I I I I I I I I I I ! I 1 I I I I ! I I I i I ! I I I I t SECTION 15186 REFRIGERANT PIPING AND SPECIALTIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Piping. 1.02 REFERENCES A. ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings; The American Society of Mechanical Engineers. B. ASME B31.5 - Refrigeration Piping and Heat Transfer Components; The American Society of Mechanical Engineers. C. ASTM B 280 - Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service. D. AWS A5.8/A5.8M - Specification for Filler Metals for Brazing and Braze Welding; Amedcan Welding Society. 1.03 SYSTEM DESCRIPTION A. Where more than one piping system material is specified ensure system components are compatible and joined to ensure the integrity of the system is not jeopardized. Provide necessary joining fittings. Ensure flanges, union, and couplings for servicing are consistently provided. B. Provide pipe hangers and supports in accordance with ASME B31.5 unless indicated otherwise. C. Filter-Driers: 1. Use a filter-drier immediately ahead of liquid-line controls, such as thermostatic expansion valves, solenoid valves, and moisture indicators. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate schematic layout of system, including equipment, critical dimensions, and sizes. PART2 PRODUCTS 2.01 PIPING A. Copper Tube: ASTM B 280, H58 hard drawn or 060 soft annealed. 1. Fittings: ASME B16.22 wrought copper. 2. Joints: Braze, AWS A5.8 BCuP silver/phosphorus/copper alloy. B. Pipe Supports and Anchors: 1. Conformto ASME B31.$. 2. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Malleable iron adjustable swivel, split ring. 3. Vertical Support: Steel riser clamp. 4. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. PART 3 EXECUTION 3.01 INSTALLATION A. Install refrigeration specialties in accordance with manufacturer's instructions. Fishers Island Community Center 10/20/2006 15186-1 REFRIGERANT PIPING AND SPECIALTIES B. Route piping in orderly manner, with plumbing parallel to building structure, and maintain gradient. C. Install piping to conserve building space and avoid interference with use of space. D. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. E. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.5. 2. Support horizontal piping as scheduled. 3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 4. Place hangers within 12 inches of each horizontal elbow. 5. Support vertical piping at every other floor. Support riser piping independently of connected horizontal piping. 6. Provide copper plated hangers and supports for copper piping. 3.02 SCHEDULES A. Hanger Spacing for Copper Tubing. 1. 1/2 inch, 5/8 inch, and 7/8 inch OD: Maximum span, 5 feet; minimum rod size, 1/4 inch. END OF SECTION Fishers Island Community Center 10/20/2006 15186-2 REFRIGERANT PIPING AND SPECIALTIES ! I 1 i I I I I I I I i I 1 I I I I I I I I i I I I I I I I I I I I I I I I PART 1 GENERAL 1.0'1 SECTION INCLUDES A. Boilers. B. C. D. E. F. SECTION 15512 CAST-IRON BOILERS Controls and boiler trim. Fuel connection. Collector, draft hood, and chimney connection. Circulator. Expansion tank. 1.02 REFERENCES A. ASME (BPV VIII, 1) - Boiler and Pressure Vessel Code, Section VIII, Division 1 - Rules for Construction of Pressure Vessels; The American Society of Mechanical Engineers. B. HI BTS - Testing and Rating Standard for Commercial Boilers; The Hydronics institute. 1.03 PERFORMANCE REQUIREMENTS A. Performance rating shall be in accordance with Hydronics Institute Testing and Rating Standard for Commercial Boilers. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data indicating general layout, dimensions, and size and location of water, gas, and vent connections, and electrical characteristics and connection requirements. C. Operation and Maintenance Data: Include manufacturer's descriptive literature, operating instructions, cleaning procedures, replacement parts list, and maintenance and repair data. PART2 PRODUCTS 2.01 MANUFACTURERS A. Burnham Boilers B. Substitutions: See Section 01600- Product Requirements. 2.02 MANUFACTURED UNITS A. Hot Water Boilers: Suitable for forced draft with insulated jacket, sectional cast iron heat exchanger, natural gas burning system, refractory, controls, and boiler trim including circulator and fill system consisting of diaphragm type expansion tank, fill and check valve, and automatic air vent. 2.03 FABRICATION A. Access: To flue passages for cleaning and flame observation ports. 2.04 HOT WATER BOILERTRIM A. ASME rated pressure relief valve, 30 psig. B. Combination water pressure and temperature gage. Fishers island Community Center 10/20/2006 15512-1 CAST-IRON BOILERS C. Low water cut-off to prevent burner operation when boiler water falls below safe level. D. High limit temperature controller with manual reset for burner to prevent boiler water temperature from exceeding safe system temperature. E. Boiler airvent. 2.05 FUEL BURNING SYSTEM A. Burner Operation: On-off with Iow fire position for ignition. B. Gas Burner: Atmospheric type for propane adiustable combustion air supply, pressure regulator, gas valves, manual shut-off, intermittent spark or glow coil ignition, flame sensing device, and automatic 100 percent shut-off. C. Gas Burner Safety Controls: Energize ignition, limit time for establishment of flame, prevent opening of gas valve until pilot flame is proven, stop gas flow on ignition failure, energize blower motor, and after air flow proven and slight delay, allow gas valve to open. D. Collector and Draft Hood: Non-metallic vent pipe. E. Controls: Pre-wired, factory assembled electronic controls in control cabinet with flame scanner or detector, programming control, relays, and switches. Provide pre-purge and post-purge ignition and shut-down of burner in event of ignition pilot and main flame failure with manual reset. 2.06 CIRCULATOR A. Type: Horizontal shaft, single stage, direct connected, with resiliently mounted motor for in line mounting, oil lubricated, for 125 psig maximum working pressure. 1. Casing: Cast iron. 2. Impeller: Cadmium plated steel, keyed to shaft. 3. Bearings: Two, oil lubricated bronze sleeves. 4. Shaft: Alloy steel with copper sleeve, integral thrust collar. 5. Seal: Carbon rotating against a stationary ceramic seat, 225 degrees F maximum continuous operating temperature. 6. Drive: Flexible coupling. B. Performance: 1. FIowcapacity: 10 gpm. 2. Head: 23 feet. C. Electrical Characteristics: 120 volt/l-phase/60 Hz. 2.07 DIAPHRAGM TYPE EXPANSION TANK A. Construction: Welded steel, tested and stamped in accordance with ASME (BPV VIII, 1); rated for working pressure of 125 psig, with flexible diaphragm sealed into tank, and steel legs or saddles. B. Accessories: Pressure gage and air-charging fitting, tank drain; precharge to 12 psi. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. 3.02 MANUFACTURER'S FIELD SERVICES A. Instruct operating personnel in operation and maintenance of units. END OF SECTION Fishers island Community Center 10/20/2006 15512-2 CAST-IRON BOILERS ! I i 1 I I I I I i I ! I I I I 1 I I I I I I I I I I I ! i I I I I i I I I SECTION 15620 PACKAGEDWATER CHILLERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Chiller package. B. Charge of refrigerant and oil. C. Controls and control connections. D. Chilled water connections. E. Condenser water connections. F. Refrigerant connections. G. Starters. 1.02 RELATED SECTIONS A. Section 15072 - Vibration Isolation. B. Section 15182- Hydronic Piping. C. Section 16155- Equipment Wiring: Electricalcharacteristics and wiring connections. 1.03 REFERENCES A. ARI 550/590 - Standard for Water Chilling Packages Using the Vapor Compression Cycle; Air-Conditioning and Refrigeration Institute. B. ASHRAE Std 15 - Safety Standard for Refrigeration Systems; American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.. C. ASME (BPV) - Boiler and Pressure Vessel Code; The American Society of Mechanical Engineers. D. ASME {BPV VIII, 1) - Boiler and Pressure Vessel Code, Section VIII, Division 1 - Rules for Construction of Pressure Vessels; The American Society of Mechanical Engineers. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide rated capacities, weights, specialties and accessories, electrical requirements and wiring diagrams. C. Shop Drawings: Indicate components, assembly, dimensions, weights and loadings, required clearances, and location and size of field connections. Indicate valves, strainers, and thermostatic valves required for complete system. D. Manufacturer's instructions: Submit manufacturer's complete installation instructions. E. Manufacturer's Certificate: Certify that components of package not furnished by manufacturer have been selected in accordance with manufacturer's requirements. F. Operation and Maintenance Data: Include start-up instructions, maintenance data, parts lists, controls, and accessories. Include treuble-shooting guide. G. Warranty: Submit manufacturer's warranty and ensure forms have been filled out in Town of Southold's name and registered with manufacturer. Fishers Island Community Center 10/20/2006 15620-1 PACKAGED WATER CHILLERS '1.05 DELIVERY, STORAGE, AND PROTECTION A. Comply with manufacturer's installation instructions for rigging, unloading, and transporting units. 1.06 WARRANTY A. See Section 0'i780 - Closeout Submittals, for additional warranty requirements. B. Provide a five year warranty to include coverage for compressor including materials only. PART2 PRODUCTS 2.01 MANUFACTURED UNITS A. Provide factory assembled and tested water cooled liquid chillers consisting of compressors, condensers, evaporator, thermal expansion valve, refrigeration accessories, and control panel. Construction and ratings shall be in accordance with ARI 550~590. B. Conform to ASME (BPV VIII, 1) Boiler and Pressure Vessel Code for construction and testing of reciprocating water chillers. C. Conform to ASHRAE Std 15 for construction and operation of reciprocating water chillers. 2.02 EVAPORATOR A. Provide evaporator of shell and tube type, seamless or welded steel construction with cast iron or fabricated steel heads, seamless copper tubes or red brass tubes with integral fins, rolled or silver brazed into tube sheets. Provide multiple refrigerant circuits on multiple compressor units. B. Design, test, and stamp refrigerant side for 225 psig working pressure and water side for 150 psig working pressure, in accordance with ASME (BPV VIII, 1). C. Insulate with 0.75 inch minimum thick flexible expanded polyvinyl chloride insulation with maximum K value of 0.28. D. Provide water drain connection and thermometer wells for temperature controller and Iow temperature cutout. 2,03 CONDENSERS A. Provide condensers of shell and tube type, seamless or welded steel construction with cast iron or fabricated steel heads, seamless copper tubes or red brass tubes with integral fins, rolled or silver brazed into tube sheets. B. Design, test, and stamp refrigerant side for 450 psig working pressure in accordance with ASME (BPV VIII, 1). C. Provide integralsubcooler circuit. D. Provide 450 psig safety relief valve on condenser shell. E. Design, test, and stamp water side for 150 psig working pressure in accordance with ASME (BPV) Boiler and Pressure Vessel Code. 2.04 CONTROLS A. Locate on chiller, mount steel control panel, containing starters, power and control wiring, molded case disconnect switch, factory wired with single point power connection. B. For each compressor, provide across-the-line starter, non-recycling compressor overload, starter relay, and control power transformer or terminal for controls power. Provide manual reset current overload protection. C. Provide devices on control panel face: Fishers Island Community Center 10/20/2006 15620-2 PACKAGED WATER CHILLERS I i ! I I I I I I I i I ! I I I I I I I I I I I I I I I I I I I I I I I ! I D. Provide safety controls with indicating lights arranged so any one will shut down machine and require manual reset: E. Provide operating controls: F. Provide pre-piped gage board with pressure gages for suction and discharge refrigerant pressures, and oil pressures for each compressor. PART3 EXECUTION 3.01 INSTALLATION A. install in accordance with manufacturer's instructions. B. Provide for connection to electrical service. Refer to Section 16155. C. Install units on vibration isolation. Refer to Section 15072. D. Provide connections to chilled water piping. Refer to Section 15182. E. Arrange piping for easy dismantling to permit tube cleaning. F. Provide piping from chiller safety relief valve to outdoors. Size as recommended by manufacturer. END OF SECTION Fishers Island Community Center 10/20/2006 15620-3 PACKAGED WATER CHILLERS I I I I ! I I I I I I I ! I I I ! ! I SECTION 15720 AIR HANDLING UNITS PART 1 GENERAL 1.01 SECTION INCLUDES A. Packaged air handling units. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: 1. Published Literature: Indicate dimensions, weights, capacities, ratings, gages and finishes of materials, and electrical characteristics and connection requirements. C. Shop Drawings: Indicate assembly, unit dimensions, weight loading, required clearances, construction details, field connection details, and electrical characteristics and connection requirements. D. Manufacturer's Instructions: Include installation instructions. E. Maintenance Data: Include instructions for lubrication, filter replacement, motor and drive replacement, spare pads lists, and wiring diagrams. PART2 PRODUCTS 2.01 MANUFACTURERS A. As specified on drawings. B. Substitutions: See Section 01600- Product Requirements. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Isolate fan section with flexible duct connections. C. Install flexible duct connections between fan inlet and discharge ductwork and air handling unit sections. Ensure that metal bands of connectors are parallel with minimum one inch flex between ductwork and fan while running. D. Make connections to coils with unions or flanges. END OF SECTION Fishers Island Community Center 10/20/2006 15720-1 AIR HANDLING UNITS I i ! I ! I I I I I I I ! I I I ! I I SECTION 15810 DUCTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Metal ductwork. B. Nonmetal ductwork. C. Kitchen hood ductwork. D. Duct cleaning. 1.02 REFERENCES A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. B. ASTM A 1008/A 1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-A~loy and High-Strength Low-Alloy with Improved Formability. C. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems; National Fire Protection Association. D. NFPA 98 - Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations; National Fire Protection Association. E. SMACNA (DCS) - HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. 1.03 PERFORMANCE REQUIREMENTS A. No variation of duct configuration or sizes permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. 1.04 REGULATORY REQUIREMENTS A. Construct ductworkto NFPA 90A standards. 1.05 ENVIRON MENTAL REQUIREMENTS A. Do not install duct sealants when temperatures are less than those recommended by sealant manufacturers. B. Maintain temperatures within acceptable range during and after installation of duct sealants. PART2 PRODUCTS 2.01 MATERIALS A. Galvanized Steel Ducts: Hot-dipped galvanized steel sheet, ASTM A 653/A 653M FS Type B, with G60/Z180 coating. B. Steel Ducts: ASTM A 1008/A 1008M, Designation CS, cold-rolled commercial steel. C. Flexible Ducts: 1. UL 181, Class 1, aluminum laminate and polyester film with latex adhesive supported by helically wound spring steel wire. a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. b. Maximum Velocity: 4000fpm. Fishers Island Community Center 10/20/2006 15810-1 DUCTS c. Temperature Range: -20 degrees F to 210 degrees F. D. Insulated Flexible Ducts: 1. UL 181, Class 1, aluminum laminate and polyester film with latex adhesive supported by helically wound spring steel wire; fiberglass insulation; polyethylene vapor barrier film. a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. b. Maximum Velocity: 4000fpm. c. Temperature Range: -20 degrees F to 21g degrees F. 2.02 Duc'r~NORK FABRICATION ^. Fabricate and support in accordance with SM^CNA HV^C Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. B. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows must be used, provide air foil turning vanes. Where acoustical lining is indicated, provide turning vanes of perforated metal with glass fiber insulation. C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream. D. Fabricate continuously welded round and oval duct fittings two gages heavier than duct gages indicated in SMACNA Standard. Joints shall be minimum 4 inch cemented slip joint, brazed or electric welded. Prime coat welded joints. E. Where ducts are connected to exterior wall louvers and duct outlet is smaller than louver frame, provide blank-out panels sealing louver area around duct. Use same material as duct, painted black on exterior side; seal to louver frame and duct. 2.03 MANUFACTURED METAL DUCTWORK AND FITTINGS A. Manufacture in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages,reinforcing, and sealing for operating pressures indicated. 2.04 KITCHEN HOOD EXHAUST Duc'rWORK A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and NFPA 96. B. Construct of 16 gage carbon steel or 18 gage stainless steel, using continuous external welded joints. PART 3 EXECUTION 3.0'1 INSTALLATION A. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining. B. Install and seal metal and flexible ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. C. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. D. Connect diffusers or light troffer boots to Iow pressure ducts directly or with 5 feet maximum length of flexible duct held in place with strap or clamp. E. Connect flexible ducts to metal ducts with adhesive. Fishers Island Community Center 10/20/2006 15810-2 DUCTS I I I I t I I I I I I I I I I I I ! I I I I I ! I I I I I I I ! I I I ! ! I F. Provide residue traps in kitchen hood exhaust ducts at base of vertical risem with provisions for clean out. G. During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. 3.02 CLEANING Clean duct system and force air at high velocity through duct to remove accumulated dust. To obtain sufficient air, clean half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning. END OF SECTION Fishers island Community Center 10/20/2006 15810-3 DUCTS I I I I I I I I I I I I I I I I I I I SECTION 15820 DUCT ACCESSORIES PART1 GENERAL 1.01 SECTION INCLUDES A. Backdraft dampers. B. Duct access doors. C. Fire dampers. D. Flexible duct connections. E. Volume control dampers. 1.02 REFERENCES A. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems; National Fire Protection Association. B. SMACNA (DCS) - HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' Nafional Association. C. UL 555 - Standard for Fire Dampers; Underwriters Laboratories inc.. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide for shop fabricated assemblies including volume control dampers. Include electrical characteristics and connection requirements. C. Shop Drawings: Indicate for shop fabricated assemblies including volume control dampers. D. Manufacturer's Installation Instructions: Provide instructions for fire dampers. PART2 PRODUCTS 2.01 BACKDRAFTDAMPERS A. Gravity Backdraft Dampers, Size 18 x 18 inches or Smaller, Furnished with Air Moving Equipment: Air moving equipment manufacturer's standard construction. 2.02 DUCT ACCESS DOORS A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. 2.03 FIRE DAMPERS A. Fabricate in accordance with NFPA 90A and UL 555, and as indicated. B. Ceiling Dampers: Galvanized steel, 22 gage frame and 16 gage flap, two layers 0.125 inch ceramic fiber on top side and one layer on bottom side for round flaps, with locking clip. C. Horizontal Dampers: Galvanized steel, 22 gage frame, stainless steel closure spring, and lightweight, heat retardant non-asbestos fabric blanket. 2.04 FLEXIBLE DUCT CONNECTIONS A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Fishers Island Community Center 10/20/2006 15820-1 DUCT ACCESSORIES B. Flexible Duct Connections: Fabric crimped into metal edging strip. 2,05 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. PART3 EXECUTION 3.01 PREPARATION A. Verify that electric power is available and of the correct characteristics. 3,02 INSTALLATION install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible. Refer to Section 15810 for duct construction and pressure class. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, combination fire and smoke dampers, and elsewhere as indicated. Provide for cleaning kitchen exhaust ducts in accordance with NFPA 96. Provide minimum 8 x 8 inch size for hand access, 18 x 18 inch size for shoulder access, and as indicated. Provide 4 x 4 inch for balancing dampers only. Review locations prior to fabrication. D. Provide fire dampers at locations indicated, where ducts and outlets pass through fire rated components, and where required by authorities having jurisdiction. Install with required perimeter mounting angles, sleeves, breakaway duct connections, corrosion resistant springs, bearings, bushings and hinges. E. Demonstrate re-setting of fire dampers to Town of Southold's representative. F. At fans and motorized equipment associated with ducts, provide flexible duct connections immediately adjacent to the equipment. G. At equipment supported by vibration isolators, provide flexible duct connections immediately adjacent to the equipment; see Section 15072. H. Provide balancing dampers at points on supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. Install minimum 2 duct widths from duct take-off. Provide balancing dampers on duct take-off to diffusers, grilles, and registers, regardless of whether dampers are specified as part of the diffuser, grille, or register assembly. END OF SECTION Fishers Island Community Center 10/20/2006 15820-2 DUCT ACCESSORIES I I I I I I I I I I I I ! I I I I I I I l ! I I I I I I I I I ! I I I I I I SECTION 15835 POWER VENTILATORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Roof exhausters. B. Cabinet exhaust fans. C. Ceiling exhaust fans. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART2 PRODUCTS 2.01 MANUFACTURERS A. As scheduled on drawings. 2.02 ROOF EXHAUSTERS A. Roof Curb: 8 inch high self-flashing of galvanized steel with continuously welded seams, built-in cant strips. B. Disconnect Switch: Factory wired, non-fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity actuated, aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings, blades linked, and line voltage motor drive, power open, spring return. 2.03 CABINETANDCEILING EXHAUST FANS A. Centrifugal Fan Unit: V-belt or direct driven with galvanized steel housing lined with acoustic insulation, resilient mounted motor, gravity backdraft damper in discharge. B. Disconnect Switch: Cord and plug in housing for thermal overload protected motor and wall mounted switch. PART 3 EXECUTION 3.01 INSTALLATION A. install in accordance with manufacturer's instructions. B. Secure roof exhausters with cadmium plated steel lag screws to roof curb. C. Extend ducts to roof exhausters into roof curb. Counted'lash duct to roof opening. D. Provide sheaves required for final air balance. E. Install backdraft dampers on inlet to roof and wall exhausters. END OF SECTION Fishers Island Community Center 10/20/2006 15835-1 POWER VENTILATORS I I I I I I I I I I I I I I I I I I I SECTION '15850 AIR OUTLETS AND INLETS PART 1 GENERAL 1.01 SECTION INCLUDES A. Diffusers. B. Registers/grilles. C. Roof hoods. 1.02 REFERENCES A. SMACNA (DCS)- HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. PART2 PRODUCTS 2.01 MANUFACTURERS A. Price Industries; as scheduled on drawings. B. Titus; as scheduled on drawings. C. Metalaire; as scheduled on drawings. D. Substitutions: See Section 01600 - Product Requirements. 2.02 ROOF HOODS A. Fabricate air inlet or exhaust hoods in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. PART3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. C. Install diffusers to ductworkwith air tight connection. D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly. E. Paint ductwork visible behind air outlets and inlets matte black. Refer to Section 09900. END OF SECTION Fishers Island Community Center 10/20/2006 15850-1 AIR OUTLETS AND INLETS I I I I I I I i I I I I ! I I I I I I SECTION 15950 TESTING, ADJUSTING, AND BALANCING PART 1 GENERAL 1.01 SECTION INCLUDES A. Testing, adjustment, and balancing of air systems. B. Testing, adjustment, and balancing of hydmnicsystems. C. Measurement of final operating condition of HVAC systems. 1.02 REFERENCES A. AABC MN-1 - AABC National Standards for Total System Balance; Associated Air Balance Council. B. ASHRAE Std 111 - Practices for Measurement, Testing, Adjusting and Balancing of Building Heating, Ventilation, Air-Conditioning, and Refrigeration Systems; American Society of Heating, Refrigerating and Air-Conditioning Engineers, inc.. C. NEBB (TAB) - Procedural Standards for Testing Adjusting Balancing of Environmental Systems; National Environmental Balancing Bureau. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. TAB Plan: Submit a written plan indicating the testing, adjusting, and balancing standard to be followed and the specific approach for each system and component. 1. Include at least the following in the plan: a. List of all air flow, water flow, sound level, system capacity and efficiency measurements to be performed and a description of specific test procedures, parameters, formulas to be used. b. Copy of field checkout sheets and logs to be used, listing each piece of equipment to be tested, adjusted and balanced with the data cells to be gathered for each. c. Discussion of what notations and markings will be made on the duct and piping drawings during the process. d. Final test report forms to be used. e. Procedures for formal deficiency reports, including scope, frequency and distribution. C. Final Report: indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance. 1. Revise TAB plan to reflect actual procedures and submit as part of final report. 2. Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for Design Learned, Inc. and for inclusion in operating and maintenance manuals. 3. Include actual instrument list, with manufacturer name, serial number, and date of calibration. 4. Form of Test Reports: Where the TAB standard being followed recommends a report format use that; otherwise, follow ASHRAE Std 111. 5.Units of Measure: Report data in both I-P (inch-pound)and SI (metric) units. 6. Test Reports: Indicate data on AABC MN-1 forms, forms prepared following ASHRAE Std 111, or NEBB forms. Submit data in SI (metric) units. 7. include the following on the title page of each report: a. Name of Testing, Adjusting, and Balancing Agency. b. Address of Testing, Adjusting, and Balancing Agency. c. Telephone number of Testing, Adjusting, and Balancing Agency. Fishers island Community Center 10/20/2006 15950-1 TESTING, ADJUSTING, AND BALANCING d. Project name. e. Project location. f. Project Contractor. g. Project altitude. h. Report date. D. Project Record Documents: Record actual locations of flow measuring stations and balancing valves and rough setting. 1.04 QUALITYASSURANCE(movedto PART3) A. Perform total system balance in accordance with AABC MN-l, ASHRAE Std 111, or NEBB Procedural Standards for Testing, Balancing and Adjusting of Environmental Systems. 1. Maintain one copy of each document on site. B. TAB Agency Qualifications: Company specializing in the testing, adjusting, and balancing of systems specified in this Section with minimum three years documented experience certified by AABC. 1.05 WARRANTY(rnovedto PART3) A. Furnish AABC National Performance Guaranty for this project, PART2 PRODUCTS- NOT USED PART3 EXECUTION 3.01 GENERAL REQUIREMENTS A. Perform total system balance in accordance with one of the following: B. Begin work after completion of systems to be tested, adjusted, or balanced and complete work prior to Substantial Completion of the project. C. TAB Agency Qualifications: 1. Company specializing in the testing, adjusting, and balancing of systems specified in this section. 3.02 EXAMINATION A. Verify that systems are complete and operable before commencing work. Ensure the following conditions: 1. Systems are started and operating in a safe and normal condition. 2. Temperature control systems are installed complete and operable, 3. Proper thermal overload protection is in place for electrical equipment. 4. Final filters are clean and in place. If required, install temporary media in addition to final filters, 5.Duct systems are clean of debris. 6.Fans are rotating correctly. 7.Fire and volume dampers are in place and open. 8.Air coil fins are cleaned and combed. 9.Access doors are closed and duct end caps are in place. 10.Air outlets are installed and connected. 11.Duct system leakage is minimized. 12.Hydronic systems are flushed, filled, and vented. 13.Pumps are rotating correctly. 14.Proper strainer baskets are clean and in place. 15.Service and balance valves are open. B. Submit field reports. Report defects and deficiencies noted during performance of services Fishers Island Community Center 10/20/2006 15950-2 TESTING, ADJUSTING, AND BALANCING I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I which prevent system balance. C. Beginning of work means acceptance of existing conditions. 3.03 PREPARATION A. Provide additional balancing devices as required. 3.04 INSTALLATION TOLERANC ES A. Air Handling Systems: Adjust to within plus or minus 5 pement of design for supply systems and plus or minus 10 pement of design for return and exhaust systems. B. Air Outlets and Inlets: Adjust total to within plus 10 percent and minus 5 percent of design to space. Adjust outlets and inlets in space to within plus or minus 10 percent of design. 3.05 RECORDING AND ADJUSTING A. Ensure recorded data represents actual roeasured or observed conditions. B. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops. C. After adjustment, take measurements to verify balance has not been disrupted or that such disruption has been rectified. D. Leave systems in proper working order, replacing belt guards, closing access doors, closing doors to electrical switch boxes, and restoring thermostats to specified settings. 3.06 AIR SYSTEM PROCEDURE A. Adjust air handling and distribution systems to provide required or design supply, return, and exhaust air quantities at site altitude. B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of duct. C. Measure air quantities at air inlets and outlets. D. Adjust distribution system to obtain uniform space temperatures free from obiectionable drafts and noise. E. Use volume control devices to regulate air quantities only to extend that adjustments do not create objectionable air motion or sound levels. Effect volume control by duct internal devices such as dampers and splitters. F. Vary total system air quantities by adjustment of fan speeds. Provide ddve changes required. Vary branch air quantities by damper regulation. G. Provide system schematic with required and actual air quantities recorded at each outlet or inlet. H. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers for design conditions. FOLLOW FRESH AIR BALANCING REQUIREMENTS EXACTLY. I. Measure temperature conditions across outside air, return air, and exhaust dampers to check leakage. J. Where modulating dampers are provided, take measurements and balance at extreme conditions. 3.07 WATER SYSTEM PROCEDURE A. Adjust water systems to provide required or design quantities. Fishers island Community Center 10/20/2006 15950-3 TESTING, ADJUSTING, AND BALANCING Use calibrated Venturi tubes, orifices, or other metered fittings and pressure gauges to determine flow rates for system balance. Where flow metering devices are not installed, base flow balance on temperature difference across various heat transfer elements in the system. Adjust systems to provide specified pressure drops and flows through heat transfer elements prior to thermal testing. Perform balancing by measurement of temperature differential in conjunction with air balancing. Effect system balance with automatic control valves fully open to heat transfer elements, Effect adjustment of water distribution systems by means of balancing cocks, valves, and fittings. Do not use service or shut-off valves for balancing unless indexed for balance point. END OF SECTION Fishers island Community Center 10/20/2006 15950-4 TESTING, ADJUSTING, AND BALANCING I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I SECTION 16070 HANGERS AND SUPPORTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Conduitand equipment supports. B. Anchors and fasteners. 1.02 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Unden~vriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2,01 MATERIALS A. Hangers, Supports, Anchors, and Fasteners- General: Corrosion-resistant materials of size and type adequate to carry the loads of equipment and conduit, including weight of wire in conduit. B. Supports: Fabricated of structural steel or formed steel members; galvanized. C. Anchorsand Fasteners: 1. Do not use powder-actuated anchors, spring ctips, or beam clamps. 2. Concrete Structural Elements: Use precast inserts, expansion anchors, or preset inserts. 3. Steel Structural Elements: Use welded fasteners or drilled and screwed fasteners. 4. Concrete Surfaces: Use self-drilling anchors or expansion anchors. 5. Hollow Masonry, Plaster, and Gypsum Board Partitions: Use toggle bolts or hollow wall fasteners. PART3 EXECUTION 3.01 INSTALLATION A. Install hangers and supports as required to adequately and securely support electrical system components, in a neat and workmanlike manner, as specified in NECA 1. 1. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit. 2. Do not drill or cut structural members. B. Rigidly weld support members or use hexagon-head bolts to present neat appearance with adequate strength and rigidity. Use spring lock washers under all nuts. END OF SECTION Fishers Island Community Center 10/20/2006 16070-1 HANGERS AND SUPPORTS I I I I I I I I ! I I I I I i I I ! I SECTION 16075 ELECTRICAL IDENTIFICATION PART1 GENERAL t.0t SECTION INCLUDES A. Wire and cable markers. B. Conduit markers. 1.02 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART 2 PRODUCTS 2.01 WIRE MARKERS A. Description: Cloth type wire markers. B. Locations: Each conductor at panelboard gutters, pull boxes, outlet boxes, and junction boxes each load connection. 2.02 CONDUIT MARKERS A. Location: Furnish markers for each conduit longer than 6 feet. B. Spacing: 20 feeton center. PART3 EXECUTION END OF SECTION Fishers Island Community Center 10/20/2006 16075-1 ELECTRICAL IDENTIFICATION I ! I I I I I I I I I I I I I I I ! I SECTION 16095 MINOR ELECTRICAL DEMOLITION PART 1 GENERAL t,01 SECTION INCLUDES A. Electrical demolition. PART2 EXECUTION 2.01 EXAMINATION A. Verify that abandoned wiring and equipment serve only abandoned facilities. B. Beginning of demolition means installer accepts existing conditions. 2.02 PREPARATION A. Disconnect electrical systems in walls, floors, and ceilings to be removed. B. Coordinate utility service outages with utility company. C. Provide temporary wiring and connections to maintain existing systems in service during construction. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. D. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. Disable system only to make switchovers and connections. Minimize outage duration. 2.03 DEMOLITION AND EXTENSION OF EXISTING ELECTRICALWORK A. Remove, relocate, and extend existing installations to accommodate new construction. B. Remove abandoned wiring to source of supply. C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes. Cut conduit flush with walls and floors, and patch surfaces. D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit servicing them is abandoned and removed. Provide blank cover for abandoned outlets which are not removed. E. Repair adjacent construction and finishes damaged during demolition and extension work. F. Maintain access to existing electrical installations which remain active. Modify installation or provide access panel as appropriate. END OF SECTION Fishers Island Community Center 1 O/2O/2OO6 16095-1 MINOR ELECTRICAL DEMOLITION I I I I I I I I I I I I I I I I I I I 1.02 SECTION 16123 BUILDING WIRE AND CABLE PART 1 GENERAL 1.01 SECTION INCLUDES A. Wire and cable for 600 volts and less. B. Wiring connectors and connections. REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 SUBMI'I-I'ALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Project Record Documents: Record actual locations of components and circuits. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA70. B. Products: Furnish products listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 WIRING REQUIREMENTS A. Concealed Dry Interior Locations: Use only building wire in raceway or metal clad cable. B. Exposed Dry Interior Locations: Use only building wire in raceway. C. Above Accessible Ceilings: Use only building wire in raceway or metal clad cable. D. Wet or Damp interior Locations: Use only metal clad cable. E. Use conductor not smaller than 12 AWG for power and lighting circuits. F. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet. G. Conductor sizes are based on copper unless indicated as aluminum or "AL". 2.02 BUILDING WIRE A. Description: Single conductor insulated wire. B. Conductor: Copper. C. Insulation Voltage Rating: 600volts. 2.03 METAL CLAD CABLE A. Description: NFPA 70, Type MC. B. Conductor: Copper. C. Insulation Voltage Rating: 600volts. D. Insulation Temperature Rating: 60 degrees C. Fishers Island Community Center 10/20/2006 16123-1 BUILDING WIRE AND CABLE E. Insulation Material: Thermoplastic. F. Armor Material: Steel. G. Armor Design: Interlocked metaltape. PART3 EXECUTION 3.01 EXAMINATION A. Verify that interior of building has been protected from weather. B. Verify that mechanical work likely to damage wire and cable has been completed. C. Verify that raceway installation is complete and supported. 3.02 PREPARATION A. Completely and thoroughly swab raceway before installing wire. 3.03 INSTALLATION A. Install wire and cable securely, in a neat and workmanlike manner, as specified in NECA 1. B. Route wire and cable as required to meet project conditions. 1. Wire and cable routing indicated is approximate unless dimensioned. 2. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths required. 3. Include wire and cable of lengths required to install connected devices within 10 ft of location shown. C. Use wiring methods indicated. D. Pull all conductors into racewayat same time. E. Use suitable wire pulling lubricant for building wire 4 AWG and larger. F. Use suitable cable fittings and connectors. G. Neatly train and lace wiring inside boxes, equipment, and panelboards. H. Clean conductor surfaces before installing lugs and connectors. I. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. J. Use split bott connectors for copper conductor splices and taps, 6 AWG and larger. Tape uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of conductor. K. Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller. L. Identify and color code wire and cable under provisions of Section 16075. Identify each conductor with its circuit number or other designation indicated. END OF SECTION Fishers Island Community Center 10/20/2006 16123-2 BUILDING WIRE AND CABLE I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I SECTION 16131 CONDUIT PART 1 GENERAL 1.01 SECTION INCLUDES A. Conduit, fittings and conduit bodies. 1.02 RELATED SECTIONS A. Section 16070- Hangers and Supports. B. Section 16075 - Electrical identification. C. Section 16138- Boxes. 1.03 REFERENCES A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC). B. ANSI C80.3 - American National Standard for Steel Electrical Metallic Tubing (EMT). C. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. D. NECA 101 - Standard for Installing Steel Conduit (Rigid, IMC, EMT); National Electrical Contractors Association. E. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; National Electrical Manufacturers Association. F. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit; National Electrical Manufacturers Association. G. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing; National Electrical Manufacturers Association. H. NFPA 70 - National Electrical Code; Nationar Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART2 PRODUCTS 2.01 CONDUIT REQUIREMENTS A. Conduit Size: Complywith NFPA 70. 1. Minimum Size: 1/2 inch unless otherwise specified. B. Underground Installations: 1. In or Under Slab on Grade: Use rigid steel conduit or thickwall non-metallic conduit. C. Outdoor Locations Above Grade: Use rigid steel conduit. D. Wet and Damp Locations: Use rigid steel conduit or thickwall nonmetallic conduit. E. Dry Locations: 1. Concealed: Use rigid steel conduit, electrical metallic tubing, or thickwall nonmetallic conduit. Fishers Island Community Center 10/20/2006 16131 - 1 CONDUIT 2. Exposed: Use rigid steel conduit, electrical metallic tubing, or thickwall nonmetallic conduit. 2,02 METAL CONDUIT A. Rigid Steel Conduit: ANSI C80.1. B. Fittings and Conduit Bodies: NEMA FB 1; material to match conduit. 2.03 EL£CTRICAL M£TALLIC TUBING (EMT) A. Description: ANSI C80.3; galvanized tubing. B. Fittings and Conduit Bodies: NEMA FB 1; steel or malleable iron compression type. 2.04 NONMETALLIC CONDUIT A. Description: NEMA TC 2; Schedule 40 PVC. B. Fittings and Conduit Bodies: NEMA TC 3. PART 3 EXECUTION 3.01 EXAMINATION A. Conduit routing is shown on drawings in approximate locations unless dimensioned. Route as required to complete wiring system. 3.02 INSTALLATION A. Install conduit securely, in a neat and workmanlike manner, as specified in NECA 1. B. Install steel conduit as specified in NECA 101. C. Install nonmetallic conduit in accordance with manufacturer's instructions. D. Arrange supports to prevent misalignment during wiring installation. E. Support conduit using coated steel or malleable iron straps, lay-in adjustable hangers, clevis hangers, and split hangers. F. Group related conduits; support using conduit rack. Construct rack using steel channel; provide space on each for 25 percent additional conduits. G. Fasten conduit supports to building structure and surfaces under provisions of Section 16070. H. Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports. I. Do not attach conduit to ceiling support wires. J. Arrange conduit to maintain headroom and present neat appearance. K. Route exposed conduit parallel and perpendicular to walls. L. Route conduit installed above accessible ceilings parallel and perpendicular to walls. M. Route conduit in and under slab from point-to-point. N. Maintain adequate clearance between conduit and piping. O. Cut conduit square using saw or pipecutter; de-burr cut ends. P. Bring conduit to shoulder of fittings; fasten securely. Q. Install no more than equivalent of three 90 degree bends between boxes. Use conduit bodies to make sharp changes in direction, as around beams. Use hydraulic one shot bender to fabricate bends in metal conduit larger than 2 inch size. Fishers Island Community Center 10/20/2006 16131 -2 CONDUIT I I I I I I I I ! I ! I I ! I I I I I I I I I I I I I I I I I I I I I I I I R. Avoid moisture traps; provide junction box with drain fitting at Iow points in conduit system. S. Provide suitable fittings to accommodate expansion and deflection where conduit crosses seismic. T. Provide suitable pull string in each empty conduit except sleeves and nipples. U. Use suitable caps to protect installed conduit against entrance of did and moisture. V. Identify conduit under provisions of Section 16075. END OF SECTION Fishers island Community Center 10~20/2006 16131 - 3 CONDUIT I I I I I I I I I I I I I I I I I I I SECTION 16138 BOXES PART1 GENERAL 1,01 SECTION INCLUDES A. Wall and ceiling outlet boxes. B. Pull and junction boxes. 1,02 RELATED SECTIONS A. Section 16139 - Cabinets and Enclosures. B. Section 16140 - Wiring Devices: Wall plates in finished areas. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractom Association. B. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; National Electrical Manufacturers Association. C. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covers, and Box Supports; National Electrical Manufacturers Association. D. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); National Electrical Manufacturers Association. E. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. Project Record Documents: Record actual locations and mounting heights of outlet, pull, and junction boxes on project record documents. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Provide products listed and classified by Underwriters Laboratories, Inc., as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 OUTLET BOXES A. Sheet Metal Outlet Boxes: NEMA OS 1, galvanized steel. B. Cast Boxes: NEMA FB 1, Type FD, a~uminum. Provide gasketed cover by box manufacturer. Provide threaded hubs. C. Wall Plates for Finished Areas: As specified in Section 16140. 2.02 PULLAND JUNCTION BOXES A. Sheet Metal Boxes: NEMA OS 1, galvanized steel. B. Surface Mounted Cast Metal Box: NEMA 250, Type 4; fiat-flanged, surface mounted junction box: 1. Material: Galvanized cast iron. 2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws. Fishers Island Community Center 10/20/2006 16138-1 BOXES PART3 EXECUTION 3.01 INSTALLATION A. Install boxes securely, in a neat and workmanlike manner, as specified in NECA 1. B. Install in locations as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and as required by NFPA 70. C. Coordinate installation of outlet boxes for equipment connected under Section 16155. D. Set wall mounted boxes at elevations to accommodate mounting heights indicated. E. Electrical boxes are shown on Drawings in approximate locations unless dimensioned. F. Orient boxes to accommodate wiring devices oriented as specified in Section 16140. G. Maintain headroom and present neat mechanical appearance. H. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. I. Locate outlet boxes to allow luminaires positioned as shown on reflected ceiling plan. J. Align adjacent wall mounted outlet boxes for switches, thermostats, and similar devices. K. Use flush mounting outlet box in finished areas. L. Do not install flush mounting box back-to-back in wails; provide minimum 6 inches separation. Provide minimum 24 inches separation in acoustic rated walls. M. Secure flush mounting box to interior wall and partition studs. Accurately position to allow for surface finish thickness. N. Install flush mounting box without damaging wall insulation or reducing its effectiveness. O. Use adjustable steel channel fasteners for hung ceiling outlet box. P. Do not fasten boxes to ceiling support wires. Q. Support boxes independently of conduit. R. Use gang box where more than one device is mounted together. Do not use sectional box. S. Large Pull Boxes: Use hinged enclosure in interior drylocations, surface-mounted cast metal box in other locations. 3.02 CLEANING A. Clean interior of boxes to remove dust, debris, and other material. B. Clean exposed surfaces and restore finish. END OF SECTION Fishers Island Community Center 10/20/2006 16138-2 BOXES I I I I I I I I I I I I I I I I I I I I I I I I ! I I ! II II I I I I I I I I SECTION 16140 WIRING DEVICES PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall switches. B. Device plates and decorative box covers. '1.02 RELATED SECTIONS A. Section 16138- Boxes. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NEMA WD 1 - General Color Requirements for Wiring Devices; National Electrical Manufacturem Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Provide products listed and classified by Underwriters Laboratories, Inc. as suitabte for the purpose specified and indicated. PART2 PRODUCTS 2.01 WALL SWITCHES A. Wall Switches: General Duty, AC only general-use snap switch, complying with NEMA WD 6 and WD 1. 1. Body and Handle: Ivory plastic with toggle handle. 2. Ratings: a. Voltage: 120volts, AC. b. Current: 20 amperes. B. Switch Types: Single pole. PART3 EXECUTION 3.01 EXAMINATION A. Verify that outlet boxes are installed at proper height. B. Verify that wall openings are neatly cut and will be completely covered by wall plates. C. Verify that branch circuit wiring installation is completed, tested, and ready for connection to wiring devices. 3.02 INSTALLATION A. Install securely, in a neat and workmanlike manner, as specified in NECA 1. B. install devices plumb and level. C. Install switches with OFF position down. Fishers Island Community Center 10/20/2006 16140-1 WIRING DEVICES D. Install decorative plates on switch, receptacle, and blank outlets in finished areas. E. Connect widng devices by wrapping conductor around screwterminal. 3.03 INTERFACEWlTH OTHER PRODUCTS A. Coordinate locations of outlet boxes provided under Section 16138 to obtain mounting heights specified. B. install wall switch 48 inches above finished floor. 3.04 FIELD QUALITY CONTROL A. Perform field inspection, testing, and adjusting in accordance with Section 01400. B. Inspect each wiring device for defects. C. Operate each wall switch with cimuit energized and verify proper operation. 3.05 ADJUSTING A. Adjust devices and wall plates to be flush and level. 3.06 CLEANING A. Clean exposed surfaces to remove splatters and restore finish. END OF SECTION Fishers Island Community Center 10/20/2006 16140 - 2 WIRING DEVICES I I I I I I I I ! I I I I I I I I I I II I I II II II I I I ! I I I I ! I I I PART1 GENERAL 1.01 SECTION INCLUDES A. B. C. D. E. F. G. SECTION 16510 INTERIOR LUMINAIRES Interior luminaires and accessories. Emergency lighting units. Exit signs. Ballasts. Fluorescent dimming ballasts and controls. Lamps. Luminaire accessories. 1.02 REFERENCES A. ANSI C82.1 - American National Standard for Lamp Ballast - Line Frequency Fluorescent Lamp Ballast. B. NECA/IESNA 500 - Recommended Practice for Installing Indoor Commercial Lighting Systems; National Electrical Contractors Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. D. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures; National Fire Protection Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70 and NFPA 101. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. 1.05 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional provisions. B. Furnish two replacement lamps for each lamp type. C. Furnish two of each ballast type. PART2 PRODUCTS 2.01 LUMINAIRES A. Luminaire: Fluorescent <> typeluminaire. 1. Mounting: Pendant. 2. Ballast: Manufacturer's standard, matched to lamp characteristics, rated 120 volts. 3. Gasketing: Between enclosure and frame and between frame and luminaire housing. 4. Installation Conditions: Wet Location. 5. Product: As specified on drawings. 6. Substitutions: See Section 01600 - Product Requirements. Fishers Island Community Center 10/20/2006 16510-1 INTERIOR LUMINAIRES 2.02 EXIT SIGNS A. Exit Signs: Exit sign fixture suitable for use as emergencylighting unit. 1. Housing: Extruded aluminum. 2.03 BALLASTSAND CONTROL UNITS A. Fluorescent Ballasts: ANSr C82.1, high power factor type electromagnetic ballast, suitable for lamps specified. 1. Voltage: 120volts. 2. Certify fluorescent ballast design and construction by Certified Ballast Manufacturers, Inc. 3. Substitutions: See Section 01600 - Product Requirements. 2.04 LAMPS A. Lamp Types: As specified for each luminaire. PART 3 EXECUTION 3,01 INSTALLATION A. install fixtures securely, in a neat and workmanlike manner, as specified in NECA 500 (commercial lighting). B. Install suspended luminaires and exit signs using pendants supported from swivel hangers. Provide pendant length required to suspend luminaire at indicated height. C. Install surface mounted luminaires and exit signs plumb and adjust to align with building lines and with each other. Secure to prevent movement. D. Exposed Grid Ceilings: Support surface mounted luminaires in grid ceiling directly from building structure. E. Install accessories furnished with each luminaire. F. Make wiring connections to branch circuit using building wire with insulation suitable for temperature conditions within luminaire. G. Bond products and metal accessories to branch circuit equipment grounding conductor. H. Install specified lamps in each luminaire. I. Interface with air handling accessories furnished and installed under Section 15840. 3.02 FIELD QUALITY CONTROL A. Operate each luminaire after installation and connection. Inspect for proper connection and operation. 3.03 CLEANING A. Clean electrical parts to remove conductive and deleterious materials. B. Remove dirt and debris from enclosures. C. Clean finishes and touch up damage. 3.04 DEMONSTRATIONAND INSTRUCTIONS A. Demonstrate luminaire operation for minimum of two hours. 3.05 PROTECTION A. Relamp luminaires that have failed lamps at Substantial Completion. Fishers Island Community Center 1 O/20/2OO6 16510-2 INTERIOR LUMINAIRES I I I ! I I I I I I I I I I I I I I I II ! ! I ! END OF SECTION Fishers Island Community Center 16510 - 3 10/20/2006 INTERIOR LUMINAIRES 0' 50' TO FI~ EX WHISTLER AVENUE COMMUNI~' CENTER KINLIN RUTHERFURD ARCHITECTS SITE PLAN HALF SCALE A020 PROJECT: 46 EW EXIT SIGN SECOND FLOOR FIRST FLOOR NEW EXIT SIGN x, BENCHMARK RAILROAD SPIKE ELEVATION = 7.22 ~UALITY CONTROL CERTIFICATION GROUP REVIEWED FILE 35087 TJS ENTERPRISES, INC. POLE POLE APPROX LOCATION ~ TOWN OF ~ SOUTHOLD ~ / BASIN / / WATER UNE POLE N/F UNION FREE SCHOOL DISTRICT S 66'53'35' W CAROLINE C. CLEVELAND / / / / / / / \ AREA SUBJECT TO EASEMENT DESCRIBED IN UBER 10216 PAGES 331-332 CAROLINE C. CLEVELAND TOWN OF ~ SOUTHOLD S W 6394.7 UNION FREE SCHOOL DISTRICT \ r--E LOCATION MAP SCALE 1"--400' 1.) SITE PLAN PREPARED FOR FIDCO-BLDG 98; FOX LANE; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER &. KING; NORWICH, CT,; DATE; FEBRUARY 2, 199,3; SCALE: 1"=20'; SHEET 1 OF 1 2.) PLaN OF PROPER~( TO BE CONVEYED BY FISHERS ISLAND DEVELOPMENT, CORP. ¥0 CAROLINE C. CLEVELAND, LOTS 5A & 5B - FORT WRIGHT AREA FISHERS ISLAND, NEW YORK. SCALE: 1"=40'. JAN. 8, tB71 BY CHANDLER PALMER, ENO'RS. ADDITIONS FEB. 1, 1971. 3,) PI~I OF A PORTION OF THE FORMER FORT H. O, WRIGHT PROPERS( FOR THE RACE POINT CORPORATION FISHERS ISLAND - TOWN OF SOUTHOLD, NEW YORK. SCALE: 1"=40'. CHANDLER & PALMER, ENO'RS. NORWICH, CONN, DECEMBER 1966, ADDITIONS 2/9/78. 4.) PLAN OF PROPERS( TO BE CONVEYED TO FISHERS ISLAND FERRY DISTRICT, GREENWOOD ROAD AND SILVER ELL COVE FISHERS ISLAND, NEW YORK. SCALE: 1"=40', CHANDLER, PALMER & KING NORWICH, CONNECTICUT DEC. 15, 198B, 5.) PLAN OF PROPERTY TO DE CONVEYED BY CAROLINE C. CLEVELANO TO FISHERS ISLAND UNION FREE SCHOOL DISTRICT NO. 4 FISHERS ISLAND, N.Y. SCALE; 1"=40'. CHANDLER, PALMER & KING FED. 5, 1974, 6.) PLAN OF PROPERTY TO BE CONVEYED BY RACE POINT CORPORATION TO CAROLINE C. CLEVELAND FORT WRIGHT AREA FISHERS ISLAND N,Y, SCALE: 1"=40', CHANDLER & PALMER, ENO'RS. JULY t967, 7.) WASTE WATER TREATMENT FACILITIES FOR FISHERS ISLAND DEVELOPMENT CORPORA-ION NEW YORK, DATE: 4/1976, SCALE: 1"=40', SHEET NO, A-2, JC SOMMERS ASSOCIATES lNG, VERNON, CT. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEUENT. 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. B.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT DF THE LAND SURVEYOR, 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" B.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 012, BLOCK 1, LOT 5.1 6.) TOTAL AREA = 1.28::I: ACRES. 7,) SITE !S LOCATED IN B ZONE, 8,) BASE FOR LEVELS: NGVD 1929. 9.) PORTIONS OF SITE ARE LOCATED WITHIN AE (10) PER FIRM PANEL 1B-1026. OWNER; FISHERS ISLAND DEVELOPMENT CORP. C/O F,I. UTILITY COMPANY DRAWER E FISHERS ISLAND~ NY 06B90 N/F SF 7,07 NOW OR FORMERLY SQUARE FEET ELEVATION SPOT GRADE EXISTING FENCE GRAPHIC SCALE IN FEET DATE: 06/25/2006 SCALE: 1" = 30' SHEET 1 OF2 HNISHED GRADE ~ I--6" 8' DIA. LB" MIN. MIN. -MONOLITHIC CROSS SECTION NOT TO SCALE PLANTING SCHEDULE ~2 N/F TJS ENTERPRISES, PRO'VIDE SE~ER INC. PROPOSED PROPOSED ($~: ARCHIT~IURAL PLANS) PROPOSED pROPANE T~K LOCATIONS w/ (sEE BENCHMARK RAILROAD SPIKE ELEVATION = 7.22 pROPOSED LANDSCAPED AREAS (SEE PL~NTING SCHEDUle)'- MH 10' MON. 7 75 POLE QUALI~ CONTROL CERTIFICATION GROUP pROJECTSURVEY MANAGER FILE 35087 PROPOSED w/S,G. E AND BIKE RACK / WYE OR TEE AS INSTALL BEN[ AS REQUIRED 6' CONNECTIC LATERAL CAP AT LOCATION AOBE PLAN EDGE OF TRENCH OF PAYMENT CONNECTION LATERAL /--GRAVEL FILL FOR PEDESTRIN~ BACNFILT/ ;T r: STALLAT,ON USE TEE DNLYWHEN DIRECTED BY THE ENGINEER OROTHE?RSE SPECIFIED SFCT I ON x, SEWER LATERAL NOT TO SCALE APPROX. LOCATION TOWN OF ~ ~'~. SOUTHOLD / '-- / CATCH N/F CAROLINE C. CLEVELAND ~cE w~ s~ AND eke roCK) f~osrn AREAS (SEE PLANI1NG SCHEDULE) (SEE SHE~ 1 OF 38.53 6394.72 N/F CAROLINE C. CLEVELAND / x 736 g'E (SEE OEr~L) O \ \ \ AREA SUBJECT TO EASEMENT DESCRIBED IN UBER 10216 PAGES 331-332 pROVID~ 6' SEWER UNE MATCH EXIS11NG 8' SEWER ELEV. 3.75+/- ~UNK FE3~ICE N.IGN ~ ExISnNG FOIC~ PROPOSED W/ H~O~aP RA~P (SEA ANCHn[OTURN. P~S) UhVION FREE SCHOOL DISTRICT P~DE (2) ~ P~NG ~ N~ B~M~S PA~E~ ~om~ P~IG~ ~(S) E NEW GATE IN UNE :'ROPOSED STEEL PIPe FILLED SOLID WITH CONCRETE (PAINTED YELLOW) 8" x B" WOOD POST FINISHED GRAE NOT TO SCALE 1 5/8" O.D. TOP RAiL CONTINUOUS /-LINE POST TOP END POST TOP-'-'~.~_.~L~,,_ ....... /.i~ .----- RAIL ENO BRACKET"~"~ ~2. OD ~[[ '~'~5~;~ ~ LINE'P~ST TENSION BAN~ TENSION BAR DOUGLAS FiR TREATED) 2 1/2' O.D. END AND CORNER P CONCRETE FOOTING (ALL POSTS) BoSTf/O~M RAIL FABRIC KNUCKLED TOP AND BOttOM TYPICAL CHAIN LINK FENCING NOT TO SCALE \ HANDICAPPED PARKING SECURE TO 1 1/2" e GALVANIZED STEEL POST WITH (2) GALVANIZED BOLTS (1 TOP, 1 BOTTOM] ~TAT[ PERUff REQUIRED ~OLATOR5 ~lLL BE FINED 5'-0" TO GRADE HANDICAPPED PARKING SIGN NOT TO SCALE FINISH GRADE I-- -- CONCRETE NOIT TO SCALE 36' EACH SIGN TO BE SECURED TO 1 1/2' e GALVANIZED STEEL POST wrrH (2) 1/~"" GALVANIZED BOLTS (1 TOP. 1 BOTTOM) NOTE: SIGN ASSEMBLY TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS NOT TO SCALE FILTER FABRIC TO INSTALLED UNDER CATCH BASIN GRATE N/F UNION FREE SCHOOL DISTRICT CONCREte BLOCK SIkTATIO~LL~TION NOT TO SCALE BITUMINOUS 15" WIDE X B" 12" ROLLED GRAVEL SUBBASE- Per M.02.02 OF FORM B1AA ~ITUMINOUS CONCRETE PAVEMENT NOT TO SCALE 4" ROLLED PROCESSED COMPACTED GRAVEL NOT TO SCALE 4" WIDE PAINTED STRIPING TYPICAL HANDICAP PARKING LAYOUT NOT TO SCALE LOCATION MAP SCALE 1"=400' PARKING CALCULATIONS LOCATION I SQ. FT, COMMERCIAL RECREATION BOWLING ALLEY 3656 CAFE 625 FOOD PREPARATION 159 TEEN'S CENTER 830 CHILDREN'S CENTER 321 FITNESS CENTER 1~75 DANCE STUDIO 626 ARTS & CRA~S 476 SLATING {INCLUDED IN BOWLING ALLEY) SERVICE COUNTER {INCLUDED IN CAFE) TOTAL: 8048 PARKING REQUIRED (1 PER 300) 27 STORAGE STORAGE 557 MECHANICAL ROOM 240 TOTAL: 797 PARKING REQUIRED (1 PER 1000) MEETING HALL (NON-PROFIT) MULTI-PURPOSE ROOM 1645 KITCHEN 227 OFFICE 578 RECORDS ROOM CONFERENCE ROOM 222 TOTAL*. 2765 PARKING REQUIRED (1 PER 100) 28 MISCELLANEOUS USES ENTRANCE ELEVATOR MEN'S TOILET (2) WOMEN'S TOILET (2) GALLERY ELEVATOR MACHINE ROOM JANITOR CLOSET EQUIPMENT SERVICE AISLE (INCLUDED IN BOWLING ALLEY) HALLWAYS BUILDING SIZE 15984 TOTAL SQUARE FOOTAGE ACCOUNTED FOR FROM ABOVE 11610 SQUARE FOOTAGE REMAINING FOR MISCELLANEOUS USES 4~74 TOTAL PARKING REQUIRED 56 PROVIDED ON SITE PARKING = 28 SPACES PROVIDED FROM FERRY DISTRICT = 40 SPACES I.iJ SEWER DESIGN FLOW CALCULATIONS PUBLIC GATHERING AREA - 120 x 15 = 1,800 GAL/DAY 4 BOWLING LANES - 4 x 100 = 400 GAL/DAY OFFICE AREA - 2 x 12 = 24 GAL/DAY SNACK BAR = 20 SEATS x 3D = 600 GAL/DAY TOTAL = 2.824 GAL/DAY 1.) REFER TO DISCHARGE MONITORING REPORT PREPARED BY DIVERSIFIED TECHNOLOGY CONSULTANTS - MAY 2006 FOR FISHERS ISLAND SEWER DISTRICT, EXISTING STORM DRAINS CURRENTLY MAY BE CONNECTED TO THE SEWER SYSTEM, BRAINS ARE TO BE REDIRECTED TO SUBSURFACE SYSTEMS TO REDUCE INFLOW, 2.) SEWER INFORMATION TAKEN FROM WASTE WATER TREATMENT FACILITIES FOR FISHERS ISLAND DEVELOPMENT CORPORATION, NEW YORK. DATE:4/1976. SCALE: 1"=40. SHEET NO. A-2. JC SOMMERS ASSOCIATES INC. 25 TERRACE DRIVE, VERNON. CT, 06066-2416, CONSULTING CIVIL AND SANITARY ENGINEERS & LAND SURVETORS, 3.) ALL DRAIN AND SEWER INVERTS TO BE FIELD VERIFIED AT THE START OF CONSTRUCTION, 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUN~ OF SUFFOLK TAX MAP 1000, SECTION 012, BLOCK 1, LOT 5.1 5.) TOTAL AREA = 1.28::E ACRES. 6.) SITE IS LOCATED IN B ZONE. N/F NOW OR FORMERLY SF SQUARE FEET 30 15 0 x ZO7 ELEVATION SPOT GRADE ~-- -- GRAPHIC SCAL~IN FEET o FENCE 3O DATE: 06/23/2006 SCALE: 1" = 30' SHEET 20F2 ~ ~I~ ~ ? F~%LE// ~C~) , ~ ~ , ~.,, '~5'20" W 3) SITE DEVELOPMENT P~N PREPARED FOR FISHERS IS~ND ~OM~,UN'~ ~ / . SPACES(2), STRIPiNg AND SION ~%~k~ / ~s 66's~'~5" w SCALE: 1" = 30' QUALI~ CONTROL CERTIFICATION / / /~ LUMBING FACILITIES (FIRST FLOOR) NfALE 1 PER 125 155/125 1 2 ACCEESIBLE ENTRANCES GENERAL NOTEE CONSTRUCTION LEGEND EXISTING O~(-NINGS-~ PERIMETER WALLS BE SEALED W/STUCCO FINISH PANELS //-%' - 3 ~IL BUILDING PAPER ON PLYWOOD SHEATHIN~ ON 2 x 6 WD. S~DS ~ 16" c,c. (TYP. THROUGHOUT BOWLING ALLEY) (SEE DTL, ¢, SHT. PROPANE TANK PROPANE TANK NEW GALVANIZED STEEL EXTERIOR EXIT STAIRS (G,C, TO SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION) (WP[GAL FOR 2) (SEE SNT, A411 FOR DETAILS) EXIS~NO LOADING DOCK REQUIRED AS PER ,-- NEW 42" HIGH ME I RAILING I , SERWCE DOOR: 36" CLEAR OPENING 120 OCCUPANTS FOOD PREP, RECE$SIED ELECTRICAL PANELS tA,SH STAINLESS STEEL SINK 71><> PLATFORM (PROVIDE 42" H. RAILING) SERV, CE DOOR: ', , 82" CLEAR OPENING B=; OCBUPANTS NEW CONG._STEPS ___ (PROVIDE 42" N. RAILING) W W STORAGE i STORAGE 2x 10 I JOISTS @16" oc Ill I ... STORAGE 16'-2" BOWLNG LANES TO SIT ON NEW CRIB IFOUNDATION (MDF UNDERLAYMENT ON (2) LAYERS OF PLYWOOD SPACERS 2 x 10 WOOD I-JOISTS ~ 116" o c ON LEVELING WEDGES (SEE DETAILS) iABOWEIN~ VEL DISTANCE: 14-2'-0"-- ,I, STORAGE RAMP UP -i 11' 5" H DWARF PARTIBON HIDH CONP--PLATEORM SEATING 22L2'' ELEV. MACHINE ROOM ~ I ~AVFI CAFE 88 OCCUPANTS 1 ATED SELF DOOR CORIAN (COLOR NEW 5'-2"~ x 3'-1I'd · . WU E.E[~C~ ~1~.. bJP~f..(~oy~p~ .. 5' 7 1/ff'w:x 5'-0 1/2"d P~ MANUFACTURER'S SPEC'S) STRUCTURAL DRWGS) I1' _ I ENTi~ANC~' - TEEN COUNTER CENTER I FIRE AREA: FIRE AREA: 1 OCCUPANT DEEP - OCFIO ?' NEW STAIR. (SEE STRUCTURAL DRA~NGS) (G,C. TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION) (PROVIDE METAL HANDRAIL AS REQ'D) AVEL/DISTANCE: 84' 0"-- 9' 0" 72I' CLEAR OPENING NEW CONCRETE STEPS, PLATFORM MOP SER~CE BASIN A RA~P CPROWDE 42" HIGH METAL (2¢"x36") RAILING) (SEE DTL 1 & 7, SHT A435) - RADD BASEBOARD (BY AMERICAN CADET SERIES, 0¢]9.1~ (TYP, __ 1 HR RATED [LF-CLOSING DOORS )I[LET CHILDREN'S CENTER ' FLOOR ANCHORED TOILET PARTiTiON W/PHENOqC FINISH (BY GLOBAL OR APPROVED EQUAL) (TYP) NOTE: WHERE APPLICABLE, IINFILL SHALL BE CONSTRUCTED OF 3-~COATS STUCCO (OUTSIDE) ON 3/4" EXW-RIOR GRADE PLYWOOD ON 2 x 6 ~OOD S~JDS ~ 16" c.c. W/R-11 INSLJLAI~ON BETWEEN STUDS & (1) LAYER 5/8" OYP· BO, (INSIDE) (TYP.) n,t CONSTRUCTION PLAN: FIRST FLOOR ROOM FINISH SCHEDULE FINISH TYPE FLOOR BASE WALLS WAINSCOT CEILING REMARKS A CARPET WOOD GYP. BO. PAINTED B CERAMIC TILE CER. TILE GYP. BD. PAINTED GER. TILE 48" H A.C.T. C CARPET WOOD GYP. BD. PAINTED A.C.T. D VCT RUBBER GYP. BO. PAINTED E GYP. BD. PAINTED F VDT RUBBER GYP. BD. PAINTED A.C.T. G WOOD WOOD GYP. BD. PAINTED A.C.T. H WOOD WOOD GYP. BO. PAINTED I VOP RUBBER GYP. BO. PAINTED GYP. BD. PAINTED OCCUPANCY CALCULATIONS (FIRST FLOOR)- ASSEMBLY/A3 CLASSIFICATION ROOM # ROOM NAME OCCUPANCY FLOOR AREA IN SQ. FT.. FLOOF}.AREA # OF OCCUPANTS PER OCCUPANT 108~ BOWLING BOWLING CENTERS 5 PER LANE 4 LANES 20 OCC. 108b SEATING ASSEMBLY (UNCONCENTRATED) 15 NET 490 SF 55 OCC. 107b CAFE ASSEMBLY (UNCONCENTRATED) 15 NET 427 SF 29 OCC. 107c SERVICE COUNTER KITCHENS, COMMERCIAL 200 GROSS 191 SF 10CC. 106 FOOD PREP. KITCHENS, COMMERCIAL 200 GROSS '155 SF 10CC, 105 TEEN CENTER ASSEMBLY (UNCONCENTRATED) 15 NET 755 SF ~-90CC. 104 CHILDREN'S CENTER ASSEMBLY (UNCONCENTRATED) 15 NET 313 SF 21 OCC· 101 OFFICE 1 BUSINESS AREAS 100 GROSS 165 SF 20CC. TOTAL OCCUPANTS (FIRST FLOOR) 157 OCC. ','FM I -( :':' FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212· 695.2988 www,klnllnrutheffurd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889.7078 www.deslgnlea r ned.eom STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 409 EAST HARTFORD, CT 06108 T 860.290.4100 WWW.C meenglneering.¢om are protected by copyright, These designs and d rawlngs may not be reproduced or copied Klnlln Rutherfurd Architects PLLC, AMENDMENT SET 02,26,08 REVISED BID SET 12.11.07 REVISED BID SET 11.07.07 REVISED BID SET 10,12.07 REVISED BID SET 09.27.07 REVISED BID SET 07,25.07 REVISED BID SET 05.31.07 REVISED BID SET 05.11,07 REVISED BID SET 04.19,07 REVISED BID SET 04~06.07 REVISED BID SET 02.13.07 BID SET 10.20,06 DESIGN DEVELOPMENT 10,10.06 SUBMISSION SET 09.01.06 DESIGN DEVELOPMENTSET 05.11.06 DESIGN DEVELOPMENTSET 0B,22.06 REVISED W/ AC SCHEMATIC 02.01.06 DESIGN DEVELOPMENT SET 01,10.06 PRELIMINARY BID SET 12.07.05 DESIGN DEVELOPMENT 11.16.05 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FIRST FLOOR CONSTRUCTION PLAN S"'EiiNUM"R: A101 LUMBINGFACILITIES (SECOND FLOOR) GENERAL NOTES CONETRUCTIONLEGEND CL~ATE PANELS RADANT HEAT SYSTEY UN~SR OAK FLOORfNC / 31:, 1 1/2 HR RATED SELF:NO DOO~R ~2" RLEIAR OPEN[NC 1401OCCUPANTS I: FLOOR ANCHORED TOILET PARTITION W/PHENOLIC (BY GLOBAL OR · APPROVED (TYP.) 36" REFRIGERATOR ,, OCCUPANTS ? -1 1/2 HR RATED SELF CLOSING D~OR 56" CLEAR CPENING 280 OCCUPANTS 7I> NEW TAB-TENSrONED MOTOR 6'-4"H x 11'-8"W PROJECTION I SCREEN (BY DRAPER, MODEL I ACCESS/SERIES V OR APPROVED EQUAL) ~, ' i ~ R RATED SELF DOOR I I NCE ' " I I, I , OFFICE 2 /' · AV b DSTAN ~., ~72'-¢ ' ................. I ............ I .... , .... 5:~6:'. aLE ~OWLI~A]NLESS%1 I ,i LAR( i.i... STOR2 ~ OFFICE ,222, ROOM ~OOM ~,/ ' '- ~ ~ 17'-5" / 1 , ~ HR RATED SELF CLO~IN¢ DOOR - ! 3/4 HR RA~D SELF CLOSING DOOR / 1 1/2 HR RATED SELF CLOSING DOOR PLASTIC LAMINATE 50" CLEAR OPENING FINISH (COLOR BY / 250 OCCUPANTS OWNER) ALL PURPOSE/PLASTER WORK SINK (BY AMERICAN STANDARD, MODEL ¢9061.193) (PROVIDE PLASTER ~NTERCEPTOR TRAP) R VEL ,'1 0 1 CONSTRUCTION PLAN: SECOND FLOOR FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS iSLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3STH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695.2988 www.klnlinrutherfurd.com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAiN STREET NORWrCH, CT 06360 T 860.889,7078 www.designfea reed,eom STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cm eenglneerlng.co m are protected by copyright, These designs and drawings may not be reproduced or oapied without wrftten permission from Kiniin Rutherfurd Architects PLLC, AMENDMENT SET 02,26.08 REVISED BID SET 12.11,07 REVISED BID SET i1.07.07 REVISED BID SET 10.12.07 REVISED BID SET 09,27.07 REVISED BID SET 07.25.07 REVISED BID SET 05.31.07 REVISED BID SET 05,11,07 REVISED BID SET 04.19,07 REVISED BID SET 04,06.07 REVISED BID SET 02.13.07 BID SET 10.20.06 DESIGN DEVELOPMENT 10,10.06 SUBMISSION SET 09.01,06 DESIGN DEVELOPMENTSET 05.11,06 DESIGN DEVELOPMENTSET 03.22.06 REVISED W/ AC SCHEMATIC 02.01,06 DESIGN DEVELOPMENTSET 01.10.06 PRELIMINARY BID SET 12.07.05 DESIGN DEVELOPMENT 11.16.05 ROOM FINISH SCHEDULE FINISH TYPE FLOOR BASE WALLS WAINSCOT CEILING REMARKS A CARPET WOOD GYP. SD, PAINTED B CERAMIC TILE GER. TILE GYP. BB. PAINTED GER. TILE 48" H A,C.T, C CARPET WOOD GYP. BB. PAINTED A,C,T. B VCT RUBBER GYP. RD. PAINTED E GYP. RD. PAINTED F VCT RUBBER GYP. BB, PAINTED A,C,T. C WOOD WOOD GYP, RD. PAINTED A.O,T. H WOOD WOOD GYP. Bi], PAINTED I VCT RUBBER GYP. BB. PAINTED GYP. BD. PAINTED OCCUPANCY CALCULATIONS (SECOND FLOOR) - ASSEMBLY/A5 CLASSIFICATION ROOM ¢/ ROOM NAME OCCUPANCY FLOOR AREA IN SO.FT. FLOOR AREA # OF OCCUPANTS PER OCCUPANT 202 ARTS & CRAFTS EDUCATIONAL/SHOPS 50 NET 502 SF 10 OCC, 205 LARGE MULTI-PURPOSE ASSEMBLY (UNCONCENTRATED) 15 NET 1480 SF 99 OCC. 204 CATERING PANTRY KITCHENS, COMMERCIAL 200 GROSS 258 SF 20CC. 205 OFFICE 2 BUSINESS AREAS 100 GROSS 191 SF 20CC. 208 MECHANICAL ROOM ACCESSORY STORAGE AREAS 500 GROSS 241 SF 1 OCR. 209 DANCE STUDIO EXERCISE ROOMS 50 GROSS 654 SF 15 OCR. 210 FITNESS ROOM EXERCISE ROOMS 50 GROSS 1385 SF 28 OCC. 211 STORAGE ACCESSORY STORAGE AREAS 500 GROSS 196 SF 10CC, 212 VILLAGE OFFICE BUSINESS AREAS 100 GROSS 210 SF 20CC. 213 RECORDS ROOM BUSINESS AREAS 100 GROSS 89 SF 10CC. 214 CONFERENCE ROOM BUSINESS AREAS 100 GROSS 215 SF 30CC. TOTAL OCCUPANTS (SECOND FLOOR) 162 OCC. STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: SECOND FLOOR CONSTRUCTION PLAN SHEET NUMBER: A102 SHEET LOG ISSUED X X X X X X X X X X X X X X X X X X X SHEET DESCRIPTION AO01 TITLE SHEET AO02 GENERAL NOTES, LEGEND AO03 HANDICAPPED DETAILS AO04 RISER DIAGRAMS A020 SITE PLAN A031 FIRST FLOOR DEMOLITION PLAN A032 SECOND FLOOR DEMOLITION PLAN A101 FIRST FLOOR CONSTRUCTION PLAN A102 SECOND FLOOR CONSTRUCTION PLAN A111 FIRST FLOOR EFLECTED CEILING PLAN A112 SECOND FLOOR EFLECTED CEILING PLAN A131 FIRST FLOOR FINISH PLAN A132 SECOND FLOOR FINISH PLAN A151 FIRST FLOOR FURNITURE PLAN A152 SECOND FLOOR FURNITURE PLAN A201 EXTERIOR ELEVATIONS A202 FRONT ELEVATION DETAIL A211 BUILDING SECTIONS A212 BUILDING SECTIONS A213 BUILDING SECTIONS A301 INTERIOR ELEVATIONS AS02 INTERIOR ELEVATIONS A303 INTERIOR ELEVATIONS A304 INTERIOR ELEVATIONS A305 INTERIOR ELEVATIONS A3O6 INTERIOR ELEVATIONS A307 INTERIOR ELEVATIONS A308 INTERIOR ELEVATIONS A309 INTERIOR ELEVATIONS A310 INTERIOR ELEVATIONS A311 INTERIOR ELEVATIONS A312 INTERIOR ELEVATIONS A313 INTERIOR ELEVATIONS A314 INTERIOR ELEVATIONS A315 INTERIOR ELEVATIONS A316 INTERIOR ELEVATIONS A317 INTERIOR ELEVATIONS A$18 INTERIOR ELEVATIONS ISSUED X X X X X X X X X LEGEND O3 EXTERIOR ELEVATION INTERIOR ELEVATIONS BOOR TAG WINDOW TAG DETAIL REFERENCE SEQTIO N REFERENCE ELEVATION TAG COMMUNITY CENTER FISHERS TSLAND NEW YORK DESCRIPTION SHEET A411 EXTERIOR METAL STAIR DETAILS A430 PARTITION TYPES A431 BORROWEDLIGHTDETAILS A431B BORROWED LIGHT DETAILS A451C BORROWED LIGHT DETAILS A431D BORROWED LIGHT DETAILS A431E BORROWED LIGHT DETAILS A431F BORROWED LIGHT DETAILS A431G BORROWED LIGHT DETAILS A432 CUBBYWALLDETAILS A433 ELEVATOR DETAILS A435 STAIR & RAMP DETAILS A436 PROJECTION SCREENDETAILS A437 BOWLING LANE &FLOORING DETAILS A501 WINDOW SCHEDULE A502 WINDOW SCHEDULE A503 DOOR SCHEDULE C01 CABINET DETAILS E1 ELECTRICAL DRAWINGS E2 ELECTRICAL DRAWINGS E3 ELECTRICAL DRAWINGS E4 ELECTRICAL DRAWINGS E5 ELECTRICAL DRAWINGS E6 ELECTRICAL DRAWINGS E7 ELECTRICAL DRAWINGS E8 ELECTRICAL DRAWINGS E9 ELECTRICAL DRAWINGS M1 MECHANICAL DRAWINGS M2 MECHANICAL DRAWINGS M3A MECHANICAL DRAWINGS M3B MECHANICAL DRAWINGS M4A MECHANICAL DRAWINGS ISSUED X X X X SHEET DESCRIPTION M4B MECHANICAL DRAWINGS M5A MECHANICAL DRAWINGS MSB MECHANICAL DRAWINGS MCA MECHANICAL DRAWINGS MCB MECHANICAL DRAWINGS M7 MECHANICAL DRAWINGS M8A MECHANICAL DRAWINGS MSB MECHANICAL DRAWINGS M9 MECHANICAL DRAWINGS MIO MECHANICAL DRAWINGS F1 P2 P3 P4 P5 P6 PLUMBING DRAWINGS PLUMBING DRAWINGS PLUMBING DRAWINGS PLUMBING DRAWINGS PLUMBING DRAWINGS PLUMBING DRAWINGS S100 STRUCTURAL NOTES S101 ELEVATOR SHAFT DETAILS 1 OF 2 EXISTING CONDITIONS SITE PLAN 2 OF 2 PROPOSED SITE PLAN AND DETAILS APPROVED AS NOTED - NOTIFY BUILDING :EPARTMCNT AT 765-1802 8AM }o 4F'~,~ FQR THE FOLLOWING INSPECTIONS' 1, FOUNDATION - %WO REQUIRED FOR POURED 6OHCRETE 2, ROUGN - FRAMLNG & PLUMDNG ~. INSULATION 4, FINAL - 6ONSTRUCTLON MUST BE COMPLETE FOR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUI.~..~D AND CONDITIONS OF ~' SOUTHQLDTOWNZBA SOUTHOLD TCWN PLANNING BOAR[ SOU-HOLD TOWN TRUSTEES N.YS, DEC UNDERWRITERS CERTIF[C~EJ ,, , REQUIRED PL UMBER CER T/F/CA T/ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER, SUPPLy SYSTEM'OANNo~- EXCEED 22;10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING FISHERS ISLAND COMMUNITY CENTER BUILDING 9B FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3BTH STREET, lOTH FLOOR NEW YORK, NEW YOR!q 10018 T 212. 695.2988 www.kinlln ruth effurd,com HVAC/M.E,P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889,7078 www.designlea rned.com STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeengrn eerI~£,com These drawings are Instruments of service ~n~- are pmtec£ed by copyright, These designs and drawings may not be reproduced or copied without written permission from Kinlln Rutherfurd Architects PLLC, 3COUPANCY OR JSE IS uN w, FUL NITHOUT CERTIF CATE )F OCCUPANCY FIRE ; EQUIRED BEFORE ii',OPENING PERMIT SET 04.16.07 STAMP: RETAIN STORM WATFR PURSUANT TO SECT[O OF THE TOWN CODE PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: TITLE PAGE SHEET NUMBER: AO01 XISTING DOOR A FRAME TO BE REMOVED IN THEIR ENTIREW EXISTING PLATFORM TO REMAIN DEMOLITION LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE DEMOLISHED NOTE' EXISTING WINDOWS & FRAMES TO BE REMOVED IN THEIR ENTIRETY (WP THROUOHOUT)~ / NOTE; I I EXIS~NO PLATFORM I EXISTING MECH, EQUIP,, PIPING, ETC, TO REMAIN I m,- --- EXISTING STEPS & LANDING TO BE REMOVED IN THEIR ENTIREP~ 't I I-1 Fi- m TO BE REMOVED IN THEIR IF % / 1 IF % f 1 ENTIRETY EXIS~NG PARTITION TO BE / REMOVED IN itS ENTIRETY ~" EXISTING DOOR, WINDOW, FRAME, A/C UNIT & PORTION OF ~ '' -,~]F- WALL TO BE REMOVED IN THEIR ENTIRETY IF '~EXISTING WOOD PLA~ORM, Dj STEPS & RAILING TO DE -- REMOVED IN THEIR ENTIRETY dLml = J] I L L/ EXISTING WINOOW & FRAME TO BE REbtOVED IN THEIR ENTIRETY, MODIFY EXISTING OPENIING TO ACCOMMODATE NEW 3'-0" x 7'-0" DOOR EXISTING PERIMETER WALL TO BE REMOVED AS INDICAR:D /-i-I'1-I-:!, EX, ST, NO S%RS TO BE I In REMOVED ~N ENTIRETY ~4 II I L/~-FI I -d EXISI1NG DOORS A FRAME TO BE REMOVED IN THEIR ENTIRE~ ~.}-- EXISllNG CONO STEPS & LANDING TO BE REMOVED IN THEIR ENTIRE~ r CUT NEW OPENING IN EXISTING SLAB. EXCAVATE TO APPROX, 5' 0" BELOW GRADE TO ACCOMMODATE NEW ELEVATOR PIT FOUNDATION. (SEE STRUCllJRAL DRWOS.) '-- EXISTINO DOORS A FRAME TO BE REMOVED IN THEIR EXIS~N6 ELEVATOR CAGE TO BE REMOVED IN ITS ENTIRETY uq l EXIS~NO DOORS, FRAME, AWNING & PORTION OF WALL TO BE REMOVED IN THEIR ENTIRE~ AS REQUIRED EXIS~NG SIEPS & LANDING TO BE REMOVED IN ~EIR ENTIRETY EXISTING VENT A FLUE TO BE REMOVED IN THEIR ENTIRETY 0 1 DEMOLITION PLAN: FIRST FLOOR FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS iSLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 696.2988 www.k[nllnrutherfurd.com HVAC/M.E.P, ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT g636g T 860,889.7078 www,desrgnlearned,com STRUCTURAL ENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 These drawings are instruments of service and are protected by copyright. These designs and drawings may not be reproduced or copied without written permission from Kinlin Rutherfurd Architects PLLC. PERMIT SET 04.16.07 REVISION DISORIPTION DA~E STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FIRST FLOOR DEMOLITION PLAN SHEET NUMBER: A031 EMOLITION LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE DEMOLISHED FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS IS~ND~ NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212, 695.2988 www.krnllnrutherfurd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 96360 T 860.889.7078 www, des[gnlearned,com EXISDNO WINDOW & FRAME TO BE REMOVED IN THEIR ENTIRETY (MODIFY EXISTING OPENIING TO ACCOMMODATE NEW 3'-0" x 7' 0" DOOR EXISTING PARTITIONS TO BE REMOVED IN THEIR EN3RETY AS INDICATED (TYP ~ROUGHOUT) NOTE: EXISTrNG WINDOWS & FRAMES TO BE REMOVED IN THEIR ENTIR~ (WP. THROUOHOUT) EXISTING DOOR, FRAME & PARTITIONS TO BE REMOVED II IN THEIR ENTIRETY -. II I II TO BE REMOVED IN ~BR ENTIRETY (CAP &/OR REROUTE i it EXISTING STAIR TO BE REMOVED IN IfS ENTIRETY PORqON OF EXISTING WALL TO BE REMOVED AS INDICATED EXlSTrNG WINDOW & FRAME TO BE REMOVED IN 7HEIR ENTIRETY (MODIFY EXISTING OPENHND TO ACCOMMODATE NEW 5'-0" x 7' 0" DOOR r 1 EXISTING ELEVATOR CAGE TO BE REMOVED IN ITS ENTIRETY CUT NEW OPENING IN EXISTING SLAB CUT AND REMOVE EXIS~NG BEAM TO ACCOMMODATE ELEVATOR SHAFT AND NEW STAIR LOADS TO BE TRANSFER TO MASONRY SHAFT WALLS, (SEE STRUCTURAL DRAWINGS) EXISTING VENT & FLUE TO BE REMOVED IN THEIR ENTIRETY STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 08108 T 880.290.4100 www.cmeengrneeNnB.com These drawings am Instruments of service and are protected by copyright These designs and drawings may not be reproduced or copied without written permission fi'om Klnlin Ruther[urd Architects PLLC, PERMIT SET 04.16.07 STAMP: 0 1 DEMOLITION PLAN: SECOND FLOOR PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: SECOND FLOOR DEMOLITION PLAN SHEET NUMBER: A032 LUMBING FACILITIES (FIRST FLOOR) A[~SSIBLE ENTRANCES GENERAL NOTES CONSTRUC~ON TYPE IA CONSTRUCTIONLESEND EXISTING OPENING~ @ PERIMETER WALLS I BE SEAE~) W/STUCCO FINISH PANELS BOWLING ALLEY) (SEE aTE. 4, SNT. A431) EXISTING CONCRETE PLATFORM (PROVIDE 42" H, RAILING) /' 82" CLEAR OPENING ~ 275 OCCUPANTS ~ NEW CONC. STEP: (PROVIDE 42" N RAILING) W J PROPANE TANK :1- PROPANE lANK ( ~ STORAGE -I[ I 2x 10 i-JOISTS @ 16" o.c. STORAGE m . STORAGE II BOWLNG LANES TO SIT ON NEW CRIB FOUNDATION (MDF UNDERLAYMENT ON (2) LAYERS DF PLYWOOD SP,ACERS 2 x 10 WOOD I JOISTS ¢16" oc. ON LEVELING WEDGES (SEE BEfAlLS) STORAGE NEW GALVANIZED STEEL EXTERIOR EXIT STAIRS (G.C TO SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION) (TYPICAL FOR 2) (SEE SH% A411 FOR DETAILS) EXIS~NG LOADING DOCK REQUIRED AS PER SOUTHOLD TOWN CODE 100 192.A1 NEW 42" NIGH ME? (~ RAILING I 0" 13'-2" PAR3TION NEW 12" HIGH ,UP 2R SEATING 22' 2" MACHINE ROOM IT RABP UP I ~ ' ~ NEW STAIR. (SEE STRUCTURAL (G,C. TO PROWDE SHOP DRAWINGS PRIOR PO FABRICATION) IP(~VIDE METAL HANDRAIL AS REQ'D) ~W CONI STEPS ~__ / BOWL STAINLESS SERVICE DOOR: I ~INK 36" CLEAR OPENING I I 120OCCUPANTS _ lTI ,TI %/ ,,,:,, ,D,, ,D', iL I1 1 30' 0" 11/2 SELF (COLOR NO DOOR 20UNTE~ ~ ~10~-7" I ,- ~.T,,~ 2'-8" Ii'l RADIAllY! BASEBOARD CENTER FIRE AREA: HR RATED DOORS STANDARD, CADET SERIES, CAFE ~AN UFACg. JITER'S SPEC'S) SEE STRUC]IJRAL DRW,GS;) 17'-6" AVEL I'DISTANCE 84' I 'l' I 72" CLEAR OPENING I 240 OCCUPANTS 48~ ~' CHILDREN'S CENTER ~OMEN'S ~ ::. ~OILET FLOOR ANCHORED TOILET PARTITION W/PHENOLC FINISH (BY GLOBAL OR APPROVED EQUAL) (TYP) MOP SERVICE BASIN NOTE: WHERE APPLICABLE, INFILL SHALL BE CONSTRUC~D OF 5-COATS STUCCO NEW CONCRETE STEPS, PLATFORM & RAMP (PRO~BE 42" HIGH METAL RAILING) (SEE DTL 1 & 7, SHT A435) (OUTSIDE) ON 5/4" EXTERIOR-GRADE PLYWOOD ON 2 x B WOOD STUDS © 16" mc W/R-11 INSULATION BETWEEN SItJDS ~ (1) LAYER 5/8" GYP. BB. (iNSIDE) (TYP,) 1 CONSTRUCTION PLAN: FIRST FLOOR 1/~" = FIB. FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695.2988 www. klnRnrutherfurd,com HVAO / M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 0636D T 860.889.7078 www. desrgnlea rned.c~m STRUOTURALENGINBER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 08108 T 860.290.4100 WWW.C m eenginee Nng.com These drawings are Instruments of serWce and are protected by copyright These designs and drawings may not be reproduced or copied without wNtten perTn[ssion from Kinlin Rutherfurd Architects PLLC, PERMITSET 04.16.07 REVISION DISCRIPTION DATE STAMP: ROOM FINISH SCHEDULE FINISH TYPE FLOOR BASE WALLS WAINSCOT CEILING REMARKS A CARPET WOOD GYP. BP. PAINTED B CERAMIC TILE GER. TILE GYP BD PAINTED CER. TILE 45" H A.C.T. C CARPET I WOOD DYP. BP. PAINTED A,C,T. D VCT RUBBER GYP, RD. PAINTED E GYP. RD, PAINTED F VDT RUBBER GYP. BP. PAINTED A.C.T. G WOOD WOOD GYP. BP. PAINTED &C.T, H WOOD WOOD GYP. BP, PAINTED r VCT RUBBER GYP, BB. PAINTED GYP. BB. PAINTED OCCUPANCY CALCULATIONS (FIRST FLOOR) ASSEMBLY/A3 CLASSIFICATION ROOM # ROOM NAME OCCUPANCY FLOOR AREA IN gQ.FT. FLOOR AREA # OF OCCUPANTS PER OCCUPANT 108o BOWLING BOWLING CENTERS 5 PER LANE 4 LANES 20 OCC. I08b SEATING ASSEMBLY (UNCONCENTRATED) 15 NET 490 SF 33 OCC. 107b CAFE ASSEMBLY (UNCONCENTRATED) 15 NET 427 SF 29 OCC 107o SERVICE COUNTER KITCHENS, COMMERCIAL 200 GROSS 191 SF 10CC. 106 FOOD PREP. KITCHENS, COMMERCIAL 200 GROSS 133 SF 10CC, 105 TEEN CENTER ASSEMBLY (UNCONCENTRATED) 15 NET 755 SF 4-90CC. 104 CHILDREN'S CENTER ASSEMBLY (UNCONCENTRATED) 15 NET 515 SF 21 OCC. 101 OFFICE 1 BUSINESS AREAS 100 GROSS 165 SF 20CC. TOTAL OCCUPANTS (FIRST FLOOR) 157 OCC. PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FIRST FLOOR CONSTRUCTION PLAN SHEET NUMBER: A101 ,I Ill FIITNESSI CENT£~ ~ ~I II ¸58' fiLl ATE PANELS Wl~ UNDER OAK FLOORING , / 1401OCCUPANTS 30¸ J l ANCE II STOP 3/4 HR RATED SELF CLOSING DOOR STRU{ 13'-5" I i IMECH. IR~, (BY OASIS A PLUMBING FAOILITIES (SECOND FLOOR) MALE PER 125 162/125 FLOOR ANCHCR~D TOILET PARTITION W/PHENOLIC FI~SH (BY GLOBAL OR APPROVED EQU~ ~2~7' GENERAL NOTES TOTAL GROSS AREA CONSTRUCTION LEGEND TOILET TOJLET ~TANDARD SERIES 17'-T'. 7'-6" ,', VILLAGE _ RECORDS CONFERENCE OFFICE ,222, ROOM ROOM ROOM FINISH SCHEDULE FINISH TYPE FLOOR SASE WALLS WAINSCOT CEILINg REMARKS A CARPET WOOD GYP, SD, PAINTED B CERAMIC TILE CER. TILE GYP. BD. PAINTED GER. TILE 48" H A.C.T. C CARPET WOOD GYP. SD. PAINTED A.C.T. D VCT RUBBER GYP, BB, PAINTED E GYP. BB. PAINTED F VCT RUBBER GYP. BO. PAINTED A,C.T. O WOOD WOOD GYP. BD. PAINTED ~,.C.T. H WOOD WOOD GYP. BB, PAINTED I VCT RUBBER GYP, ED. PAINTED GYP BB. PAINTED ,45 ' 44' 15'-T' OFFICE 2 (45, ,14 1/2 HR RATED SELl 42" 56" REFRIGERATOR CLOSING DOOR CLEAR OPENING 40 OCCUPANTS .. '1' I ...... I'1 .... '"',, ti'"/' ASTIC(c.o,~dRLAM}NATEBy /, eWNER) 17 ARTST = F CRAFTS/ I ~o II II 1 1/2 HR RATED SELF CLOSING DOOR 56" CLEAR OPENIND 280 OCCUPANTS (24, 2f-8" NEW TAB-TENSIONED MOTORIZED SCREEN (BY DRAPER, MODEL I ACCESS/SERIES V OR APPROVE~D EQUAL) / '2~ CATERING PANTRY aLE ALL PBRpqSE/PLASTI~4I WORK SI~ (BY AMERI6AN STANDAI~D, MODEL #9[JE~N§5) -- (PROVID~ ~LASTER- INTERCEPTER maP) J -- 1 DOOR ,I II 1 1/2 HR RATED SELF CLOSING DOOR 50" CLEAR OPENING 250 OCCUPANTS FIRE 99 II CONSTRUCTION PLAN: SECOND FLOOR OCCUPANCY CALCULATIONS (SECOND FLOOR) - ASSEMBLY/A5 CLASSIFICATION ROOM # ROOM NAME OCCUPANCY FLOOR AREA IN SQ.FT. FLOOR AREA # OF OCCUPANTS PER OCCUPANT 202 ARTS &: CRAFTS EDUCATIONAL/SHOPS 50 NET 502 SF 10 OCC. 205 LARGE MULTI-PURPOSE ASSEMBLY (UNCONCENTRATED) 15 NET 1480 SF 99 OCC. 204 CATERING PANTRY KITCHENS, COMMERCIAL 200 GROSS 258 SF 20CC. 205 OFFICE 2 BUSINESS AREAS 100 GROSS 191 SF 20CC. 208 MECHANICAL ROOM ACCESSORY STORAGE AREAS 500 GROSS 241 SF 1 OCC. 209 DANCE STUDIO EXERCISE ROOMS 50 GROSS 65~ SF 15 OCC, 210 FITNESS ROOM EXERCISE ROOMS 50 GROSS 1585 SF 28 OCC, 211 STORAGE ACCESSORY STORAGE AREAS 500 GROSS 196 SF 10CC, 212 VILLAGE OFFICE BUSINESS AREAS 100 GROSS 210 SF 20CC. 215 RECORDS ROOM BUSINESS AREAS 100 GROSS 89 SF 10CC. 214 CONFERENCE ROOM BUSINESS AREAS 100 GROSS 215 SF 50CC. TOTAL OCCUPANTS (SECOND FLOOR) 162 OCC, FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST $8TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212,695.2988 www,klnRnrutheffurd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889.70?8 www.deslgnlea r ned.com STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290,4100 www.cmeengin eering.¢om These drawings are instruments of sen/Ice and are protected by copyright. These designs and drawings may not be reproduced or copied w~thout written permission from Klnlln Rutherfurd Architects PLLC. PERMITSET 04.16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: SECOND FLOOR CONSTRUCTION PLAN SHEET NUMBER: A102 'x4' CEILING TILE {ARMSTRONG #!811 OR EQUAL) LICHT =I,'TI TrPFS JRE 2'x2' CEILING TILE I (AR~'STRONG #1810 OR EQUAL) GYP. CE: LING LIGHT FIXTURE LEGEND FR A.CT, CEILING (ARMSTRONG #I~11 OR EQUAL) A.O,T. GElLING ]~ (ARMSTRONG #1tll OR EQUAL) ~.C.T, CEILING t (ARMSTRONG #1811 OR EQUAL FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LAN E FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET~ lOTH FLOOR NEW YORK, NEW YORK 10018 T 212, 695.2988 www.kfnllnrutherfu rd.com HVAC/M.E,P, ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 08360 T 860.889.7078 www, desrgnlearned,com STRUCTURAL ENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeengin eerln~,com are protected by copyright. These designs and drawings may not be reproduced or cop[ed Klnlin Rutherrurd Architects PLLO. PERMIT SET 04,16.07 REVI~0N DISCRIFf[ON DATE STAMP: 01 REFLECTED CEILING PLAN: FIRST FLOOR PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FIRST FLOOR REFLECTED CLG. PLAN SHEET NUMBER: Alll I~Sr~T FI',T,,PE T,PE-q LIGHT FIXTURE LEGEND I---I rD-2' FL FM FN FP PR FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND~ NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SSTH STREET, lOTH FLOOR NEW YORK, NEW YORK ~_0018 T 2±2. 695.2988 www. krnllnr ut her furd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT D6360 T 860.889,7078 www.deslgnlee r ned,corn A.C.T. GELLING RONG #1811 OIR EQUAL) ACT. CEILING (ARMSTRONG #1811 OR EQUAL) A,C,T, CEILING ~ (ARMSTRONG #1811 OR EQUAL) A.C.T. CEILING ~ ~ (ARMSTRONG #1811 OR STRUCTURALENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeeng[neednS.com These drawings are instruments of service and are protected by copyright, These designs and drawings may not be reproduced or copied without written permission from Klnlln Rutherfurd Architects PLLC. PERMIT SET 04,16,07 STAMP: 01 REFLECTED CEILING PLAN: SECOND FLOOR PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: SECOND FLOOR REFLECTED CLG. PLAN SHEET NUMBER: Al12 TORAGE STORAGE STORAGE STORAGE "RAMP J; 2R 5R I IIIII OfT'ICE FINISH LEGEND I'1 UP 5R r't4 FINISH PLAN: FIRST FLOOR T~EN CENTER FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, :LOTH FLOOR NEW YORK, NEW YORK 100~.8 T 212. 695.2988 www.kln[inrutheffurd.com HVAC/M.E,P. ENGINEER DESIGN LEARNED, PLLC 118 MAIN STREET NORWICH, CT 06360 T 860.B89,7078 www,deslgnleamed.com STRUCTURAL ENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 4g0 EAST HARTFORD, CT g6108 T 860.290,4100 www,c~80r~gg~serir~g,com These drawings are Instruments of service and are protected by copyright, These designs and drawings may not be reproduced or copied without written permission from Klnlln Rutherfurd Architects PLLC, PERMITSET 04.16.07 STAMP: PROJECT Ct: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FIRST FLOOR FINISH PLAN SHEET NUMBER: A131 I t II I , I I ii l'l IFI~N E,% I_ ~CEM~_~ - I,I CLIMATE PANELS RADIANT HEAT SYSTEM UNDER OAK FLOORING--,, I II J VILLAGE OFFICE MECHI, RM. II II H~~ 'I I! RECORDS ROOM F ~ I, II HALL I I II CONFERENCE ROOM OFFICE 2 I,I FINISH LEGEND L I I MULTI-~URPOSE ! I ~ i H~__[R~ II I II I II I II 0 1 FINISH PLAN: SECOND FLOOR FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212, 695.298B www.krnllnrutherfurd,oom HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAiN STREET NORWICH, CT D6360 T 860,889,7078 www.deslgnlea rned.com STRUCTURAL ENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06'i D8 T 860.290.4100 www.c meengineedng.com am protected by copyright, These designs and drawings may not be reproduced or copied Klnlln Rutherfuld Arch~cts PLLC, PERMIT SET 04.16.07 PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: SECOND FLOOR FINISH PLAN SHEET NUMBER: A132 EXB~NG ASPHALT SHINGLE HOOF IIEEIT H,TIJRE T~PEB NOTE: pOWER CLEAN A/OR REPAIR EXISTING BRICK FACADE AS REQUIRED {TYP. THROUGHOUT) NO~:, NEW STUCCO [BFS BM PLEKO OR APPROVED EQUAL (TYP.)I (O.C, TO FOLLOW ALL MANUFADTURERS' SPEB'S. A DETAILS) -- LIGHT FIXTURE TYPE FO NOTE: DARK BRONZE METAL CLAD ~NDOWS, DOORS AND TRIMS THROUGHOUT. " - HATCHED AREA REPRESENTS AREA TO BE INFILLED W/NEW (STUCCO EIB DIRECT APPLY SYSTEM ON 2 x 6 WD, STUDS W/R-11BATT INSULATION BETWEEN STUDS) (SEE DTL A, SHT, A451) 04 REAR ELEVATION EXISTING TOP OF RIDGE ELEM. +31 '-O" EXISTING TOP OF PLATE E LEA/. +26'-0" EXISTING SECOND FLOOR ~ ELE%/, +13' 10" EXISTLNG FIRST FLOOR ~ELEV, +2' 9 1/2" EXISTING GRADE ELEV, NOTE: POWER CLEAN A/OR REPAIR EXISTING BRICK FACADE AB REQUIRED (TYP, THROUGHOUT) EXISTING ASPHALT --- DOUBLE AWNING DARK BRONZE SHINGLE ROOF METAL CLAD WINDOW TO REPLACE EXISTING (TYP. THROUGHOUT) REPAIR 8 ~ -'-~ ~ -I ~B¢PPL' Il! "' '" ' I1T ' - " ,, : ?,,.-% i ! ;:i / =~,,,,, , CLEAN EXISTING CONG. BAND AS REQUIRED CEMENTfflOUS WATERPROOF COATING OROSEAL OR APPROVED EQUAL) CANVAS AWNING COLOR BY OWNER/ARCHITt'CT) S~CCO (EIFS BY OR APPROVED EQUAL) 4, SHT A¢51) AREA REPRESENTS AREA TO BE INFILLED W/NEW STUCCO (EIFS DIRECT APPLY TYPE FG , METAL DOORS PAINTED TO MATCH WINDOW COLOR - DARK BRONZE. SYSfEM ON 2 x 6 WD, STUDS W/R-11 BATT INSULATION BETWEEN STUDS) (SEE DTL. A, SH% A431) 0'~ LEFT ELEVATION CANVAS AWNING (COLOR BY OWNER/ARCHITECT) ED AREA REPRESENTS AREA TO BE W/NEW EIFS DLRECT APPLY SYSTHM ). STUDS W/R-11 BATT INSULATION EN SqUDS (SEE DTU. 4, SHT. A431) EXIS~NG ASPHALT SHINGLE ROOF NOTE: NEW STUCCO [EIFS BY PLEKO OR APPROVED EQUAL (TYP,)] (G.C TO FOLLOW ALL MANUFACTURERS' SPEC'S. & DETAILS) DARK BRONZE METAL CLAD WINDOWS, ODORS AND TBMS THROUGHOUT. NOTE: POWER CLEAN &/OR REPAIR EXISTING BRICK FACADE AS REQUIRED (WP, THROUBHOUT) O~ RIGHT ELEVATION EXISTING ASPHALT SHINGLE ROOF NOTE: DARK BRONZE METAL CLAD WINDOWS, DOORS AND TRIMS ~HROUGNOUT. /~CANVAS AWNING (COLOR BY OWNER/ARCHITECT) ,,, SIGNAGE (COLOR DY OWNER/ARCHITECT) / NOTE: NEW STUCCO [EIFS BY PLEKD OR APPROVED EQUAL (TYP,)I (G.C, TO FOLLOW ALL MANUFACTURERS' SPEC'S, & DETAILS) NOTE: POWER CLEAN &/OR REPAIR EXISTING BRICK FACADE AS REQUIRED (TYP. THROUGHOUO HATCHED AREA REPRESENTS AREA TO BE INFILLED W/NEW EIFS DIRECT APPLY SYSTEM ON 2 x 6 WI}. STUDS W/R-11BATT INSULATION BETWEEN STUDS (SEE D~_, A, SBT, A¢31) WOOD RAILING -- WOOD DECK LIGHT FIXTURE TYPE FO 01 FRONT ELEVATION FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 100J.8 T 212. 695.2988 www.kln[In ruth erfu rd.cem HVAC/M,E.P, ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 0B360 T 860.889.7078 www,d eslgnlea r ned,com STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 4~0 EAST HARTFORD, CT 06108 T 860,290,4100 www,cme englneerin£.com Those drawings are instruments of service and are protected by copyright, These designs and drawings may not be reproduced or copied without written permission from Kinlin Ruther~rd Architects PLLC, PERMIT SET 04,16,07 STAMP: PROJECT it: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: ELEVATIONS SHEET NUMBER: A201 EXISTING TOP OF RIDGE ELEV, +31~-0~' EXISTING TOP OF PLATE ELEV. +26'-0r' EXISTING SECOND FLOOR EXISTING FIRST FLOOR ~ELEV. +2'-B 1/2" EXISTING GRADE ELEV. O'-O" EXISTING TOP OF RIDGE ELEV, +51 '-0" EXISTING TOP OF PLATE ELEV. +28'-0" R-38 LOOSE FILL INSULATION (BY OWENS CORNING OR APPROVED EQUAL) EXISTING SECOND FLOOR o BOWLING ALLEY ~ ~ ~ ~BOWLING LANES ON ~ ~ ~ W ~RI~ FOUNDATION EXISTING ~RADE ~ ~MDF UNDERLAYBENT ON (2) LAYERS EL~. 0'-0" ~ OF 2 x 4 (~RNED ON SIDE) SPACERS ON 2 x 10 WOOD JOISTS ~ 16" o.c, ON LEVELING WEDGES R-11 INSULATION PERIMETER WALL (TYP ~ROUGHOUT) EXPOSED CONC, BEAM BEYOND PLENUM FO BE VENTILATED AS REQ'D TO PREVENT MOLD 4 DISCOLORATION (CEILING TO RE REINFORCED AS REQ'D TO PROVIDE SUPPORT FOR BRUNSWICK OVERHEAD SCORINB EQUIPMENT) EXISTING TOP OF RIDGE EXISTING TOP OF PLATE EXISTING SECOND FLOOR EXISTING FIRST FLOOR ELEV, +2'-9 1/2" EXISTING GRADE ELEV, O' 0" ~" GYP, BO, ON 2~" METAL FURRING STRIPS ~ 16" O.C. R 38 LOOSE FILL INSULA~ON (BY OWENS CORNING OR APPROVED EQUAL) R-11 INSULATION · @ PERIMETER WALL (TYp, THROUGHOUT) CONC BEAM BEYOND o4 BUILDING SECTION 0'~, BUILDING SECTION '--R-38 LOOSE FILL INSULATION (BY OWENS CORNING OR APPROVED EQUAL) R 11 INSULATION © PERIME~R WALL (TYP. THROUGHOUT) U U U U u d --Lr d Ia u U u d ARTS & CRAFTS L~ k~ SE SERV, OE AREA \---BOWLING LANES ON MDF UNDERLAYMENT ON (2) LAYERS OF 2 x 4 SPACERS (TURNED ON SIDE) ON 2 x 10 WD I-JOISTS 4 16" ON LEVELING WEDGES lACK BAR 2 BUILDING SECTION I/B" = ILO" CHILDREN'S CENTER @ PERIMETER WALL (TYP, THROUGHOUT) R-58 LOOSE FILL INSULA~BN (BY OWENS CORNING OR APPROVED EQUAL) u w u d U lJ u u CHILDREN'S CENTER II w u u U'--]J ii u d U LJ u d ARTS & CRAFTS d Lr ~CUBBIES BOWLINIG LARES ON MDF UNDERLAYMENT ON (2) LAYERS OF 2 × 4 SPACERS (~JRNED ON SIDE) ON 2 x 10 WD. I-JOISTS @ 16" ON LEVELING WEDGES u u SERVICE AREA 0 1 BUILDING SECTION FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST SETH STREEr~ lOTH FLOOR NEW YORK, NEW YORK 10018 T 212, 695,2988 www,Blnllnruth e rfu rd,corn HVAC/M.E,P, ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, OT D636D T 860,889,7078 www.d esignlea r ned.corn STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRrVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www,c m eengin eerrng, com These drawings are Instruments of service and are protected by copyright, These designs and drawings may not be reproduced or copied without written permission from Kinlln Rutherfurd Architects PLLC, PERMITSET 04.16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: BUILDING SECTIONS SHEEr NUMBER: A211 EXISTING TOP OF RIDGE ELEV, +31 '-O" EXISTING TOP OF pLATE EXISTING SECOND FLOOR dp EL~. +13'-10" EXISTING FIRST FLOOR dpELEV +2'-9 1/2" EXISTING GRADE ELEV 0'-0" EXISTING TOP OF RIDGE ELEV +31'-0" EXISTING TOP DF PLATE EXISTING SECOND FLOOR EXISTING FIRST FLOOR dpELEV, +2' 9 1/2" EXISTING GRADE ELEV, 0'-0" U '1 uI u TEEN'S CHILDR[ CiNTER CENT~ BUILDING SECTION 03 BUILDING SECTION EXISTIfNG TOP OF RIDGE (P ELEV, +31 r--o'" EX[STIING TOP OF PLATE dp ELEV. +26'--0" EXISTING SECOND FLOOR dp ELE~/. +15'-10" EXISTING FIRST FLOOR dp ELEV. +2'-9 1/2" EXISTING GRADE ELEM. 0'-0" EXISTING TOP OF RIDGE EXISTING TOP OF PLATE ELEV +26'-0' EXISTING SECOND FLOOR EXISTING FIRST FLOOR ~ELEV. +2'-9 1/2" EXLSTING GRADE dp ELE~/. 0'-0" U ARTS & CRAFTS 0~-., BUILDING SECTION /MDF UNDERLAY~ENT ON (2) LAYERS LEVELING WEDGES 02 BUILDING SECTION EXIST[NO TOP OF RIDGE EXISTING TOP OF PLATE ELEV, +26'-0" EXISTING SECOND FLOOR EXISTING FIRST FLOOR ~ELEV, +2'-9 1/2" EXISTING GRADE ELEV. 0'-0" II U CHILDREN'S CENTER 07 BUILDING SECTION I/a" = iLO' EXISTING TOP OF RIDGE ELEV. +31 -0" EXISTING TOP OF pLATE ELEV, +26'-0" EXLSTING SECOND FLOOR dp ELEV. +15'-10" EXISTING FIRST FLOOR ELEV. +2'-9 1/2" EXISTING GRADE dp ELEV. 0'-0" U STAIR o4 BUILDING SECTION EXISTING TOP OF RIDGE dp ELEV +31'-0" EXISTING TOP OF PLATE dp ELBA/. +26'-0" EXISTING SECOND EXISTING FIRST FLOOR ~ELEV. +2'-9 1/2" EXISTLNG GRADE dp ELEM, O'-O" RECORDSI"?-' .ECHANICAE ROOM ' ROOM ' II II BO~¢-ING: i ~ I ~BOWUNG LANES ON ALLEY ~ o --NEW CRIB FOUNDATION ~1' ~MDF ONDERLAYMENT ON (2) LAYERS ~ OF 2 x 4 (~RNED ON SDE) SPACERS % ON 2 x 10 WOOD JOISTS ¢ 18" o.c, ON LEVELING WEDGES FLOOR 01 BUILDING SECTION FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TN STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695,2986 www.klnllnrutherfurd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 08360 T 860,889.7078 www,d eslgniea r ned,corn STRUCTURAL ENGINEER CME ASSOCIATES, INC, 383 EAST RIVER DRIVE, SUITE 4DO EAST HARTFORD, CT 08108 T 860.290.4100 www.c m eenginee rfng.¢em drawings may not be reproduced er copied without written permission from Klnlln Rutherfurd Architect~ PLLO, PERMIT SET 04.16,07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: BUILDING SECTIONS SHEET NUMBER: A212 R-11 INSULATION ¢ PERIHETER WALL R-38 LOOSE FILL INSULATION (BY OWENS CORNING OR APPROVED EQUAL) u EXISTING TOP OF RIDGE ELEV. +51'-0''~ II II U II II II CHILDREWS CENTER OFFICE u d ARTS & CRAFTS 5'-7 1/8" LIFT SHAFT ELEV. ~ACHINE ROOM CONFERENCE ROOM u BOWLING CENTER u u u RECORDS OFFICE ROOM ROOM STORAGE ROOM ii d BOWLING LANES ON MDF UNDERLAYMENT ON (2) LAYERS OF 2 x 4 SPACERS (TURNED ON SIDE) ON 2 x 10 W¢. I JOISTS ¢ ON LEVELING WEDGES AREA EXISTING TOP OF PLATE~. EL~V. +26'-0" EXrSTING SECOND FLOOR~ ELEV, +13' ID" EXISTING FIRST FLOOR ELEV, +2'-g 1/2~¢ EXISTING GRADE ELEV, 0'-0''~ BUILDING SECTION R-38 LOOSE PILL INSULATION (BY OWENS CORNING OR APPROVED EQUAL) R I1 INSULATION -- @ PERIMETER WALL (TYP, ~ROUGNOUT) U d MECHANICAL ROOM d U d U SERVICE AREA BOWLING LANES ON MDF UNDERLAYHENT ON (2) LAYERS OF 2 x 4 SPACERS (TUBNED ON SIDE) ON 2 x 10 WI) I JOrSTS ~ 16" ON LEVELINO WEDGES ACK BAR 0 1 BUILDING SECTION FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695,2988 www.klnlin ruth e r~u rd.com HVAC/M.E.P. ENGrNEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT D636B T 860,889.707S www.d esignle~ r ned.corn STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUfTE 400 EAST HARTFORD, CT 061D8 T 860.290.4100 www.cmeengineering.com These drawings are instruments of service and are prelected by copyright, These designs and drawings may not be reproduced or c~pled without wdtten permission from KInlJn Ru/herfurd Architects PLLO, PERMITSET 04,16,07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: BUILDING SECTIONS SHEET NUMBER: A213 ILLER PIECE ~ ~ STAINLESS STEEL FORMrCA CABINETS 'BOBART/ DFSUWAS~ER 01 ELEVATION @ FOOD PREP CHEST FREEZER ~"~ ELEVATION @ FOOD PREP 1 -? FORMICA STAINLESS STEEL CABINETS /~ COUNTERTOP / 3 ELEVATION @ FOOD PREP HOOD SEE MECNANICAL DRA~NGS FOR HOOD DETAILS RANGE -o L FILLER PIECE 4 ELEVATION @ FOOD PREP PAINT-BRADE FORMICA SHAKER STYLE / COUNTERTOP AND CABINETS 6" BACKSPLASH CUT OUT BOTTOM AND UPPER COLUMN BFN,NB · m FORMICA COUN~RTOP AND PAINT-GRADE /~/ 6" BACKSPLASH ' ~ SHAKER STYLE / GABINETS ~ ~1 05 ELEVATION @ KITCHEN 06 ELEVATION @ KITCHEN ___ ¢~ ~--__ E FrLLER PIECE ST~ ARO ~ ~ ~ , Ci ET - ~-.~ ~ 'i L -. WARMING DRAWER o7' ELEVATION @ KITCHEN O~ ELEVATION @ KITCHEN 21 '-8" 84>6 CATERING PANTRY 0-,I 09 KITCHEN PLAN ] 0 PREP, AREA PLAN I/+' = ILO' FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, :LOTH FLOOR NEW YORK, NEW YORK :20018 T 2:L2. 695,2988 www,klnrln ruth eRurd.com HVAC/M.B,P. ENGINEER DESIGN LEARNED, PLLC 116 MAiN STREET NORWICH, CT 0B360 T 860.889.7078 www. d esl~nIea r ned.cern STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 4DB EAST HARTFORD, CT 08108 T 860.290,4:L00 www,c m eenglneerlng,com are protected by copyBght. These designs and drawings may not be reproduced er copfed KInlln RutherflJrd Amhitects PLLC. PERMIT SET 04.16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: FOOD PREP & KITCHEN ELEVATIONS SHEET NUMBER: A301 01 ELEVATION @ WOMEN'S RESTROOM 05 ELEVATION @ MEN'S RESTROOM ELEVATION @ WOMEN'S RESTROOM - i' 06 ELEVATION @ MEN'S RESTROOM 0'"~ ELEVATION @ WOMEN'S RESTROOM n/t ELEVATION @ WOMEN'S RESTROOM '7 ELEVATION @ MEN'S RESTROOM n~ ELEVATION @ MEN'S RESTROOM / I/2" = 1'-0" %J%.~ 1/2" = 1' O' FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST BETH STREET, 10TH FLOOR NEW YORK, NEW YORK '10018 T 212. 695,2988 www, krnllnrutherfurd,¢om HVAC/M,E,P, ENGINEER DESIGN LEARNED~ PLLC 116 MAIN STREET NORWICH, CT 06360 T 860.889.7078 www. d esrgnlea r ned,com STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4~*00 www.c meenglnee6ng.com are protected by copyright. These designs and drawings may not be reproduced or copied Kinlin Ruthedurd Architects PLLC, PERMIT SET 04.16.07 STAMP: ELEVATION @ MEN'S RESTROOM 09 10 ELEVATION @ MEN'S RESTROOM 11 ELEVATION @ MEN'S RESTROOM 1/2' = 1~-§' 12 ELEVATION @ MEN'S RESTRO,OM PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: RESTROOM ELEVATIONS SHEET NUMBER: A302 08 IELEVATION @ WOMEN'S RESTROOM I/2" = I'-0' FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695.2988 www.klnllnrutherfurd.oom HVAC/M,E,P. ENGINEER DESIGN LEARNED, PLLC 116 MArN STREET NORWICH, CT 06360 T 860,889,7076 www,deslgnlea r ned,corn STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE~ SUrTE 4(30 EAST HARTFORD, CT (361 (38 T 860.290.4100 www,om eengrn eerlng, com are protected by copyright, These designs and Kinlrn Rutherfurd Architects PLLC, 07 ELEVATION @ WOMEN'S RESTROOM ELEYA :3~ k/ACHIHE 04 ELEVATION @ ELEVATOR MACHINE ROOM 1/2' = I'-D' 06 ELEVATION @ WOMEN'S RESTROOM 03 ELEVATION @ ELEVATOR MACHINE ROOM I/2" = I'-D' 02 .ELEVATION @ ELEVATOR MACHINE ROOIM 05 ELEVATION @ WOMEN'S RESTROOM 01 ELEVATION @ ELEVATOR MACHINE ROOM PERMIT SET 04.16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: ELEVATIONS SHEET NUMBER: A303 XISTING BUILDING (SEE SHT. A 201 FOR EXISTING ELEVATION CONDITIONS) PROPOSED ~2" EXIT DOOR ~ GUARDRAIL -~ POST HORIZONTAL PLATFORM FRAME SUPPORT COLUMN GUARDRAIL ADA HANDRAIL EXTENSION % HORIZONTAL PICK~ SEE TREAD DETAIL (THIS SHT.) 17' 0" -- EXISTING BUILDING HAND RAIL (INSIDE ONLY) DECK PLATE SUPPORT COLUMN PLAN VIEW ,, 17' ELEVATION STRINGER CARRIER PLATE 2 1/2" X .3/16" 11 1/2" (STEEL) J' (ALUMINUM) -- %~ / OVERLAP ~ 7/16" DIA. HOLES IN STRINGER -- PLATFORM ;HANNEL 3/4" (STEEL) DETAIL @ TREAD & PLATFORM RIGHT SIDE VIEW BACK RAILS REMOVED FOR CLARITY NOSING OF CLOSELY SPACED BARS, ANGLE ENDS NOSING OF ANGLE AND ABRASIVE STRIP AND BAR ENDS HEAVY FRONT AND BACK BEARING BARS AND BAR END PLATES ACCEPTABLE CHECKER PLATE NOSING, BAR END PLATES FLOOR PLATE NOSING, BAR END PLATES PLATE TYPE CARRIER PLATES FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212, 69~.2988 www.klnllnrutherfurd,¢om HVAC/M,E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860.889.7078 www,d esl/[nlea r ned,corn STRUCTURALENGINEER CME ASSOCIATES, INC. 383 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeengin eer[n~¢om These drawings am Instruments of senvrc~ and are protected by copyright These designs and drawings may not be reproduced or copied without written permission from Kinlln Rutherfurd Architects PLLC, PERMIT SET 04,16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: EXTERIOR METAL STAIR DETAILS SHEET NUMBER: A411 <~ TYP, INTERIOR WALL DETAIL-N.T,S. <~ TYP, 1 HR EXTERIOR INFILL-N.T,S, TILED PARTITION ~TYP. INFILL/FURRING DETAIL 5 5/8" MTL. STUDS © 16" o,c. (TYP,) SOUND ATTENUATION BLANKET BETWEEN ROOMS EIFS ON 3 MIL BUILDING PAPER 5 5/8" MTL, STUDS ~ lB" c.c. (TYPO SOUND A~q'EN UATIO N BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD, 5/,8" FC "X" GYP. BD. 1 LAYER PER SIDE 1 ILAYER PER SIDE (FINISH TO EXTEND TO (FINISH TO EXTEND TO CEILING) UNDERSIDE OF SLAB) 5/~8" EXTERIOR GRADE GYP, BO,, SHEATHING OR 3/4" EXYERIOR GRADE PLYWOOD SHEATHING --. BUILDINC PAPER CERAMIC TILE ON THfNSET MORTAR BED (BATHROOM SIDE) 3 5/8,," MTL. STUDS © 16 o.c (TYPO SOUND A~%NUATION BLANKET BETWEEN ROOMS (1) LAYER 5/8" GYP. BD. 5/8" MOISTURE-RESISTANT GYP, 8D. (BATHROOM SIDE) 6" MTL. STUDS 5/8" GYP. BD. ON 3 5/8" MTL. STUDS 5/811 OYP. BO. ON © 16" O.C, W R/11 BA~r INSULATION 7/8 MTL. FURRING BETWEEN STUDS STRIPS , @ 16" OC. W/R-11 BA%F INSULATION BETWEEN STUDS -- EIFS ON 3 MIL BUILDING PAPER ON .3/4" EXTERIOR GRADE PLYWOOD SHEATHING OB 5/8' EXTERIOR GRADE GYP. BD SHEATHING (BY PLEKO OR APPROVED EQUAL) (G.C, TO FOLLOW ALL MANUFACTURERS' SPEC'S FOR DIRECT APPLY EIFS) <~ TYP. FURRING DETAIL-N.T.S. 5/8" GYP. EXISTING PERIMETER WALL TYP, ELEVATOR SHAFT DETAIL-N.T.S. (SEE STRUCTURAL DRAWINGS - S100 S101) TYP. BORROWED LIGHT DETAILS (SEE SHEET - A431) ~> TYP. 2 HR INTERIOR WALL DETAIL-N.T,S. UL DESIGN U419 MEA 81-98-M 3 5/8" MTL. STUDS @ 16" c.c. (TYPO SOUND A~q-EN UATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BO, 2 LAYER PER SIDE (FINISH TO EXTEND TO UNDERSIDE OF SLAB) TYP. 1HR INTERIOR WALL DETAIL-N,T.S. UL DESIGN U419 MEA 81-98-M 5/8" MTL STUDS 16" c.c. (TYP,) SOUND A~q'EN UATIO N BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BO. 1 LAYER PER SIDE (FINISH TO EXTEND TO UNDERSIDE OF SLAB) FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695.2988 www.klnfln ruth e flu rd.com HVAC/M,B,P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860.889,7078 www©eslgnlearned,com STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeengln eering, com are protected by copyright, These designs and drawings may not be reproduced or copied Kinlin Rutherfurd Architects PLLC. PERMIT SET 04.~.6.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: PARTITIONS DETAILS SHEET NUMBER: A430 BORROWED LIGHT DETAILS 5/0" GYP. BD. ~EACH SIDE ON 2 x 4 WD. STUDS 1/~-'' SAFETY GLASS 3'-7 1/4" VlF GLASS ;'-7 1/4" VlF 4'-4 1/2" GLASS GLASS GLASS GLASS GLASS SECTION DETAIL (~ELEVAYION © CURVED WALL NOTE: ELEVATION SHOWN FOR GENERIC REFERENCE ONLY (SEE PLANS FOR APPLICABLE CONDITIONS) GLASS ,OLAss GLASS GLASS, GLASS (GLASS PORTION) 4" 5'-7 1/4" VlF GLASS GLASS GLASS ¢" ~DOOR JAMB 2 x 4 DOUBLE STUDS 4 x 6 5/4 PAINT GRADE WOOD 1 x VlF PAINT GRADE WOOD 1/4" TEMP. GLASS PANEL FRAMING DETAILS END JAMB TREMCO POLYSHIM II BLACK BUTYL GLAZING TAPE CAP BEAD WITH SPECTRUM II ~EMP. GLASS PANE (~DETAIL (G~BASEBOARD (~) HEAD HORIZONTAL MULLION (~)_ HORIZONTAL MULLION BASEBOARD FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3ETH STREET, lOTH FLOOR NEW YORK, NEW YORK :[0018 T 2J. 2. 695.2988 www,klnllnruthe rfu rd,corn HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860.889.?0?8 www. des[gnleamed.com STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 08108 T 860,290.4200 www,cm eeng[n eerln~.com These drawings are Instruments of service and are protected by copyright, These designs and drawings may not be reproduced or copied without written permission from KInlin Rutherfurd Architects PLLC, PERMIT SET 04,16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: A431 SECTIONAL VIEW -PROLIFT VOYAOER Model 5560 LEVEL , ® LJ Z BO 170M LEVEL T/O PIT / OVERHEAD REQUIREMENTS MAX, SPEEE~ MIN. , TOTAL MINIMUM (fi/rain)/ PIT TRAVEL OVERHEAD 50 ! 14" **~ 96" *** NOTE: Additionol pit equipment required when over 36" deep , consult your local dealer for details PLAN VIEW - PROLIFT VOYAGER Model 4760 2 9/16' , 5'-7 1/8" FINISHED RUNWAY LENGTH 5'-2" OVERALL CAR LENGTH 5'-0" CLEAR CAR DEPTH PROLIFT VOYAGER 4760 9/16" 2'-11' CLEAR OEENIN8 ROUGH OPENIN6 AT TOP OF HOISTWA¥ TOP CONSULT YOUR ~AIL CONCORD 3RACKET REPRESENTATIVE FOR EXACT (~ LOCATION 46" INTERMEDIATE INTERVALS RAIL ABOVE BRACKET (~ BO i%OM BRACKET 30 I%OM 24" RAIL ABOVE PiT 9RACKEr (~ FLOOR RAIL FORCES *R1 * R2 z~221bf. 1801bf. R5 NOTE: PIT FLOOR TO SUPPORT LOAD OF: § 22Kip. x (INCLUDES IMPACT) 7 1/2". 15" 15" RAIL BRACKET H~MINIMUM 48" ROUGH OPENING ~¢Y CONCORD) GPWG VERTICAL SECTION NOTE D: FLUSH PRO-AUTO DOOR SHOWN NONFLUSH RESIDENTIAL DOOR ACCEPTABLE HALL FIXTURE LOCATION LEFT HAND AS SHOWN RIGHT HAND OPPOSITE 1. HALL HURON LEFT HAND SWING AT ALL FLOORS RIGHT HAND SWING PROVISIONS BY OTHERS *GENERAL HOISTWAY- THE HOISTWAY MUST BE IN ACCORDANCE WITH ASME A18.1 / GSA B555-OD AND ALL STATE / PROVINCIAL AND LOCAL CODES. ~ DUE TO CLOSE RUNNING CLEARANCES OWNER/AGENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) ARE LEVEL, PLUMB AND SQUARE AND ARE IN ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS, MINIMUM OVERHEAD CLEARANCE- OWNER/AGENT MUST ENSURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES. ~ OWNER/AGENT TO PROVIDE ALL MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL AREAS WHERE WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY TO PERMIT THE PROPER INSTALLATION OF THE LIFT. CONTRACTOR/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE iMMEDIATELY. *STRUCTURAL FLOOR/SUPPORT WALL LOADS- STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND SHAFT WiLL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT, REFER TO THE TABLES ON THIS DRAWING FOR LOADS IMPOSED BY THE EQUIPMENT. WHERE DOORS ARE REQUIRED- SUITABLE LINTELS OWNER/AGENT. DOOR FRAMES ARE NOT DESFGNED WALL LOADS. *MACHINE ROOM ~ MACHINE ADJACENT TO HOISTWAY, UNLESS DRAWINGS. FIELD ADJUSTMENT BY JOB SITE CONDITIONS OR REGULATIONS. ACCESS TO MACHINE ROOM TO BE THROUGH A SELF CLOSING LOCKABLE DOOR. MUST BE PROVIDED BY TO SUPPORT OVERHEAD ROOM LOCATED AT THE LOWEST LEVEL SHOWN OTHERWISE ON THE LAYOUT INSTALLER MAY BE NECESSARY TO MEET SLEEVES FOR OIL ~' ELECTRIC UNES- FROM MACHINE ROOM TO RUNWAY AS REQUIRED· (POSITION PER INSTALLERS iNSTRUCTIONS). & EQUIP TIME DELAYFUSE SIZE VOLTS MOTOR CAB LIGHTS 15 AMPS 115 V PHASE 1 AMPERAGE 10.6AMPS/17AMPS *ELECTRICAL ~ (SEE !SPECIFICATIONS} LOCKABLE FUSED DISCONNECT WITH AUXILIARY CONTACT TO BRAKE THE BATTERY FEED, OR CIRCUIT BREAKERS WITH A ,3-POLE BREAKER FOR BA~FrERY FEED REQUIRED, IN COMPLIANCE WITH ELECTRICAL CODE, AS FOLLOWS: (LOCATED ON WALL ON LOCK JAMB SIDE OF MACHINE ROOM DOOR) ~ BEFORE INSTALLATION CAN BEGIN, PERMANENT POWER MUST BE SUPPLIED. U~H~NG- OWNER/AGENT TO ENSURE AT LEAST 5 FTC OR 54 LUX AMBIENT LIGHTING OVER LIFT AREA. *ENTRANCES FASCIA PANEL BELOW UPPER LEVEL ENI~ANCE- WHERE REQUIRED, FASCIA PANEL MUST BE FASTENIED TO A SOLID WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS. HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOID OF ENTRANCES. ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED. ~, ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. OTHERS TO ALLOW AN ADEQUATE ROUGH OIPENING. ~ RETURN WALLS AT ENTRANCES MUST BE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE. ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED TO WALLS BY ELEVATOR CONTRACTOR. FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3BTH STREET, lOTH FLOOR NEW YORK, NEW YORK 100~,8 T 212. 695,2988 www.klnlln ruth e r~urd.cem HVAC/M.E.P, ENGINEER DESIGN LEARNED, PLLC ~lB MAIN STREET NORWICH, CT ~)6360 T 860.889.7078 www.d esl~nlea r ned.cern STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290,4100 www,¢meengln Goring, corn These drawings are Instruments of service and are protected by copyright, These designs end drawings may not be reproduced or copied without written permission ~om Klnlin Rutherfurd Architects PLLC, PERMIT SET 04. i6.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: ELEVATOR DETAILS SHEET NUMBER: A433 2-1/2" CONCRETE OVER 1 1/2"18 OAGE GALVANIZED LOK FLOOR COMPOSITE DECK BY USD OR APPD. EQ, WITH 66 2.0x2.0 WELDED WIRE MESH /--8" CMU SUPPORT WALL /'(75% SOLID FILLED) / (SEE DTL. 5, THIS / SHEET) 12" LONG GALVANIZED //5 DOWELS © 12" O.C, SET IN EPOXY GROUT (~Fp,) POURED CONC. STEPS PROVIde 4" x ¢" x A" STEEL ANGLE (ANCHOR TO CMU SUPPORT WALL W/ 4" ANCHOR BOLTS @ 12" O.C. STAGGERED) (TYP, WHERE SHOWN) NEW 6" ANCHOR BOLTS @ 12" O.C SET W/EPOXY GROUT (TYP, WHERE SHOWN) 4 TYP. CONC. STAIR DETAIL / SCALE: N.T.S. 4" SPHERE CANNOT PASS THROUGH SPHERE PASS THROUGH ' 6" SPRERE OANNOT PASS THROUGH RAILING AT STAIR GUARDRAIL AT LEVEL SURFACE OR RAMP 1 1/4" TO 2" tORIZDNTAL PROJECTION OUARDRAIL DETAILS SCALE: N.T.S. 5 DETAIL @ WALL SOALE. N.T.S. EXISTING 2ND FLOOR CHANNEL ' STRINGER '~' CQNC. FILLED TREAD/ W/NON-SLIP SURFACE /ST FLODF ,, CLIP ANGLE i WELDED TO STRINGER / TUBE STEEL HEADER GYPSUM BOARD ',~/~ 7/B" EURRING '~3/4" CROSS FURRING ~1 1 4" X 1 1/4" X 1/8" STE~ ANOLE BUPPORTS CLIP ANGLE AT EACH STRINGER RAILING POST 6 RAIL POST SCALE: N,T,S. TYP. PAN STAIR DETAIL SCALE: N.T.S. --METAL COVER PLATE FASTENED TO SURFACE W/ANCHOR BOLTS AS REQ'D. DETAIL CONG. FILLED STEEL PAN LANDING BRACKET ANGLE THREADED HANGER ROD --BRACKET ANGLE WELDED TO STRINGER CLIP ANGLE 3 12" MIN, LANDING ~ORIZONTAL EXTENSION NOTE Slope = Y:X, where X is a level 7 RAMP DETAIL SCALE: N.T.S CONCRETE BLOCK WALL TYp, LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY COURSE-TYP. TYP #5 VERTICAL REBAR 24"0.C, / / / ~FILL CAVITY W/ GROUT AS REQ'B' TYP. CMU DETAIL FOR STAIR SCALE: N,T.S, ~ RAILING RAMP SURFACE 1:12 TO 1:20 SLOPE (SLOPE _< 1:20 IS NOT DEFINED AS A RAMP SO NO HANDRAILS ARE REQUIRED) HORIZONTAL PROJECTION X = RAMP LENGTH (HORIZONTAL PROJECTION OR RUN) LANDING plane. FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 2:[2. 695.2988 www,klnllnrutherfurdmom HVAO/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889,7078 www,deslgnlea rned,com STRUCTURALENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 061 D8 T $6D.290.4100 www.c meenginee dng.cem Kinlln Rutherfurd Architects PLLC. PERMIT SET 04.t6.07 STAMP: 8 GUARDRAIL DETAILS SCALE: N,T.S, STAIRS Min. Prefer Std Rails Male and 75.0 69.8 64.6 Width One Woy 30 Width Two Wdy R'AMPS Width Stairs /,, female standing helghts (including shoes): 70.4 large = 97,5 percentile ) includes 65.5 average = 50 perc,entile 95% U.S. 60.8 small = 2.5 percentile J adults DTmensional natatTon system: 59.5 Numbers appeoRng Tn boxes ore meosurements PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: STAIR & RAMP DETAILS SHEET NUMBER: A435 16'-2" (APPROACH) FOUL LINE (5/8" TO 1" WIDE) ~,) TYP. BOWL[NO WOOD BOWLING LANE MDF UNDERLAYMENT 2 x 4- SPACER 10" WOOD I-JOISTS @ 16" O.C. LEVELING WEDGE EXISTING FLOOR BOWLINg LANE CRIB FOUNDATION DETAIL 1/8" ~/2" ~ 9 1/4"± (LANE / ROUND-TYPE ' CUTTER ACCEPTABLE GUTTERS ' FLAT-TYPE GUTTER & LANE DETAIL 2 1,/4." DIAMETER PIN SPOT, TYP.- PIN DECK ,-TAIL PLANK : 2" (MAX.) CUSHION PLANK (1 5/4" THICK) y CUSHION (9 7/8" THICK) ~ KICKBACK ~--- KICKBACK -~*' PLATE (4'-2" .-GUTFER PIT FLOOR P LAN K 1 0" MIN. PIN SPOT, I TYP. ~ PIT FLOOR DETAIL LONG) 84'-4" 62'-I0" (BOWLING LANE) ~-~GUTTERS ..~_ ~ BOWLING ----- RETURN LANE BALL GUTTER TAIL PLANK PIT FLOOR LANE PLAN WOOD FIN. FLOOR ON 3/4' SUB FLOORING TYP, WOOD FLOOR DETAIL TYP. CARPET DETAIL 3/4" SLEEPERS @ 16" O.C. EXISTING CONC. FLOOR CARPET -- 1 1/2" SELF-LEVELING LIGHTWEIGHT GYPSUM CONCRETE EXISTING CONC. FLOOR 1 1/4" BASEBOARD DETAIL STRAIGHT EDGE FROM STANDARD SUPPLIER T.B.D. GLASS STRAIGHT EDGE FROM STANDARD SUPPLIER T,B.D. PAINT GRADE FLAT PANEL- INTERIOR DOOR FLAT PANEL DETAILS 5/8" GYP, ED. EXISTING 2ND FLOOR MAIN CONCRETE BEAM 5/4." SPACER 2ND FLOOR MAIN BEAM DETAIL FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST GSTH STREET, ~.OTH FLOOR NEW YORK, NEW YORK 100~8 T 2:[2.695.2986 www. klnlin ~uth erfurd.com HVAC/M.E,P, ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889,7078 www.deslgnlea r ned,com STRUCTURAL ENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860,290.4100 www.cmeengrneering,com These drawings are instruments of service and are protected by copyright, These designs and drawings may nat be reproduced or copied without written permission from Klnlln Rutheffurd Architects PLLO, PERMIT SET 04,16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: BOWLING LANE & FLOORING DETAILS SHEET NUMBER: A437 WINDOW SCHEDULE FIRST FLOOR Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding I 101 Office F Marvin (6) CAWN3632 Three Gang Double Awning 118 ¼" 66" 6" VJ,F. SDL Y Bronze Bronze Clad Mulled Units 2 102 Women's Toilet G Marvin CAWN4828 Awnrng 49" 27~" 6" V.I.F, SDL Y Bronze Bronze Clad 3 103 Men's Tel[et G Marvin CAWN4828 Awning 49" 27aa" 6" V,I.F. SDL Y Bronze Bronze Clad 4 104 Children's Center H Marvin (4)CAWN3632 Two Gang Double Awning 77 ~' 66" 6" V.I,F. SDL Y Bronze Bronze Clad Mulled Units 5 H Marvin (4)CAWN3632 Two Gang Double Awning 77 4~'' 66" 6" V,[,F. SDL Y Bronze 9ronze Clad Mulled Units 6 105 Teen Center H Marvin (4)CAWN3632 Twa Gang Double Awning 77 ~" 66" 6" V.I,F, SDL Y Bronze Bronze Clad Mulled Un[ts 7 H Marvin (4)CAWN3632 Two Gang Doul~[e Awning 77 3" 66" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 8 F MarMn (6)CAWNB632 Three Gang Double Awning 118 ¼" 66" 6" VJ,F. SDL Y Bronze Bronze Clad Mulled Units 9 107 Cafe I Marvin (3)CAWN3628 Three Gang Double Awnrng 118 ~r~' 27~" 6" V,I,F, SDL Y Bronze Bronze Clad Mulled Units 10 G Marvin CAWN4828 Awning 49" 27~" 6" V.[.F. SDL Y Bronze Bronze Clad 11 108 Bewlrng E Marvin (2)CAWN4832 Double Awning 49" 66" 6" V,I.F. SDL Y Bronze Bronze Clad 12 108 Bowling E Marvin (2)CAWN4832 Double Awning 49" 66" 6" V, LF, SDL Y Bronze Bronze Clad 13 108 Bowling E Marvin (2)CAWN4832 Double Awning 49" 66" 6" VJ.F, SDL Y Bronze Bronze Clad 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 5, WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT 4. WINDOWS IN EXISTING WALLS, PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM, 5, ALL WINDOWS TO RECEIVE COASTAL HARDWARE FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHER8 ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TN STREET, lOTH FLOOR NEW YORK, NEW YORK 1002.8 T 212. 695.2988 www. krnllnrutherfurd,¢om HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860.889.7078 www.d esfgnlea r ned.cern STRUCTURALENGINEER CME ASSOCIATES, INC, 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 WWW.¢ m eengln eerfng.com are protected by copyright, These designs and Kfnlln Ruther[urd Architects PLLC, PERMIT SET 04,16.07 STAMP: ) PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: WINDOW SCHEDULE SHEET NUMBER: A501 WINDOW SCHEDULE SECOND FLOOR Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 14 200 Stslr C Marvin (2)CAWN4840 Double Awning 49" 78~" 6" V.I,F, SDL Y Bronze Bronze Clad 15 202 Am & Crafts B Marvin (6) CAWN3640 Three Gang Double Awnrng 11B 3" 783" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 16 203 MultFPurpose B MarMn (6) CAWN3640 Three Gang Double Awning 1183" 78¼" B" V,I,F. SBL Y Bronze Bronze Clad Mulled Units 17 B MarMn (6) CAWN3640 Three Gang Double Awning 118 ¼~ 78¼" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 18 A Marvin (4)CAWN3640 Two Gang Double Awnrng 77 9" 78¼" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 19 A Marvin (4)CAWN3640 Two Gang Double Awnrng 77 9" 7~" 6" V.I,F. SOL Y Bronze Bronze Clad Mulled Units 20 J Marvrn (2)CAWN3640 Double Awning 37" 78¼" 6" V,I,F, SDL Y Bronze Bronze Clad 21 J Marvrn (2)CAWN3640 Double Awning 37" 78[" 6" V.I~F, SDL Y Bronze Bronze Clad 22 A Marvin (4)CAWN3640 Two Gang Double Awning 77~" 78¼" 6" V.I.F. SOL Y Bronze Bronze Clad Mulled Units 23 A Marvin (4)CAWN3640 TWO Gang Double Awning 77~" 784~'' 6" VJ.F. SOL Y Bronze Bronze Clad Mulled Units 24 B Marvin (6) CAWN3640 Three Gang Double Awning 118 ~" 784~''' 6" V,I.F. SOL Y Bronze Bronze Clad Mulled Units 25 200 Gallery C Marvin (2)CAWN4840 Double Awning 49" 78¼" 6" V.I.F. SDL Y Bronze Bronze Clad 26 B Marvin (6) CAWN9640 Three Bang Double Awning 118 ¼" 78~" 6" V.I,F. SOL Y Bronze Bronze Clad Mulled Un[ts 27 205 Office A Marvin (6) CAWN3640 Three Ga ng Double Awning 118¼" 78~" 6" V.I.F. SOL Y Bronze Bronze Clad M ulle(~ Units 28 206 Men's Bathroom D Mar~ln CAWN2828 Awning 29" 27~" 6" V.J.F. SOL Y Bronze Bronze Clad Provide Frosted Glass 29 207 Women's Bathroom D Marvrn CAWN2R2R Awning 29" 27~" 6~' V,I.F. SDL Y Bronze Bronze Clad Provide Frosted Glass 30 209 Dance Studio C Ma rvrn (2)CAWN4840 Double Awning 49" 78¼" 6" V.I.F. SDL Y Bronze Bronze Clad 31 B Marvin (6) CAWN3640 Three Gang Double Awning 118 ~" 784~'' 6" V,I.F. SDL Y Bronze Bronze Clad Mulled Units 92 210 Fitness Center B Marvin (6) CAWN3640 Three Gang Double Awning 118 ~' 784~" 6" V.I.F. SOL Y Bronze Bronze Clad Mulled Un[ts 33 A Marvin (4)CAWN3640 Two Gang Double Awning 77 ~" 7B¼" 6" V.I.F. SOL Y Bronze Bronze Clad Mulled Units 34 A Marvin (4)CAWN3640 Two Gang Double Awning 77 ~" 7B¼~' 6" V.I.F. SOL Y Bronze Bronze Clad Mulled Units 35 A Marvin (4)CAWN3640 Two Gang Double Awning 77 ~" 782" 6" V,I.F. SDL Y Bronze Bronze Clad Mulled Units 36 A Marvin (4)CAWN3640 Two Gang Double Awning 77~3, 782" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 37 A Marvin (4)CAWN3640 Two Gang Double Awning 77 ~" 78¼" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 38 B Marvin (6) CAWN3640 Three Gang Double Awning 118¼~ 784~" 6" V.I.F. SDL Y Bronze Bronze Clad Mulled Units 39 21:L Storage C MarMn (21CAWN4840 Double Awning 49" 7B4~'' 6" V.I.F. SDL Y Bronze Bronze Clad 40 212 vlrlage Off[ce C Marvin (2)CAWN4840 Double Awning 49" 7B~" 6" V,[,F, SOL Y Bronze Bronze Clad 41 C Marvin (2)CAWN4840 Double Awning 49" 782" 6" V.I,F, SDL Y Bronze Bronze Clad 42 213 Records Room C Marvin (2)OAWN4840 Double Awning 49" 782" 6" V,i.F. SDL Y Bronze Bronze Clad 43 214 Conference Room C Marvin (2)CAWN4840 Double Awning 49" 782" 6" V,I.F. SDL Y Bronze Bronze Clad 44 Conference Room C Marvin (2)CAWN4840 Double Awning 49" 7B~" 6" V.I.F. SDL Y Bronze Bronze Clad 45 200 Stair C Marvin (2)CAWN4840 Double Awning 49" 78{" 6" V.I.F. SOL Y Bronze Bronze Clad NOTES: 1, WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2, VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, 5, WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT WINDOWS IN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. 5. ALL WINDOWS TO RECEIVE COASTAL HARDWARE FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 212. 695.2988 www.krnllnrutherfurd,com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT g636~ T 860.889.7078 www. d eslgniea r ned,cam STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 05108 T 860.2B0.4100 www,cmeeng[n eer[ng.com am protected by copyright, These designs and drawings may not be reproduced or copied Kinlin Rutherfurd Architects PLLC, PERMIT SET 04.16.07 STAMP: PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: WINDOW SCHEDULE SHEET NUMBER: A502 DOOR SCHEDULE DOOR TYPE FRAME H'WRE, NO. LOCATION ROOM # LBL, ~(PE MAT. SIZE FIN. 4EAD JAMB MAT, FIN. SADDLE SET REMARKS 100 ENTRANCE 1 O0 NR A AL/GL 9'-0" x 9'--7" FF S5 PB/LS/C/P 'ROVIDE SIDEUTES EA SIDE OF DOOR ~ TRANSOM 101 CLOSET 100 NR G W 5'-0" x 6'-8" SG L1 F1 HM SG S4 LV 102 CLOSET 100 NR G W 5'--0" x 6'--B" SO L1 F1 HM SG S4 LV 105 OFFICE 101 NR F W/GL 5'-0" x 0'--8" SG SG S5 LV/PV 104 WOMEN'S TOILET 102 NH C W 5'-0" × 6'-B" SG SG S2 LV/C ~ROVlDE 1" UNDERCUT 105 TEEN CENTER 105 NR N HM/VP S'-o" x 6'-B" SG L2 F2 HM SO 55 LV/LS/C/P 108 MEN'S TOILET 102 NR C W 5'-0" x 6'-8" SO SG S2 LV/C ~ROVIDE 1" UNDERCUT 107 CHILDREN'S CENTER 104 NR N HM/VP 5'-6" x 6' B" SG L2 F2 HM SO S5 LV/LS/C/P lO8 CHILDREN'S CENTEB 104 NR D W 5'--6" x 7'--11" SG S/LS =OCKET SLIDING DOOR (PROVIDE SLIDIND HARDWARE) 109 CHILDREN'S CENTER 104 NR D W 5' S" x 7' 11" SG S/LB 'OCKET SLIDING DOOR (PROVIDE SLIDING HARDWARE) 110 TEEN CENTER 105 NR C W 2'-8" x 8'-8" SC L1 F1 HM SO LV/LS 111 TEEN CENTER 1 05 NR G W 4' 8" x 6'--8" SS L~ F1 HM SO LV/LS 112 TEEN CENTER 105 NR S W 4' 8" x 8'-8" SG L1 F1 HM SG LV/LS 115 TEEN CENTER 105 NR C W 2'-8" x 6'-8" SO L1 F1 HM SG LV/L5 114 FOOD PREPERATION 106 D E HM/VP 2' 10" x 6'--8" SS L2 F2 HM SG S5 LV/LS/C 115 CAFE 107 NR J M/GL .3' 0" x 7'--0" SG L3 F5 HM SG S5 LV/LS/C/P 116 STORAGE 108 NR G W 4'--8" x 6'--8" SD L1 F1 HM SO LV/LS =ROVIOE 4" CURB 117 STORAGE 108 NR G W 4' 8" x 6'-8" SG L1 F1 HM SG LV/LS =ROVIDE 4" CURB 118 EQUIP, SERV. AISLE 109 NR M M 6'-10" x 7' 0" SG L5 F5 HM SG S5 LV/LS/C/P 119 STORAGE 108 NR G W 4'-8" x 6' 8" SO L1 F1 HM SG LV/LS ~ROVIDE 4" CURB 120 STORAGE 108 NR G W 4'--8" x 6'--8" SG L1 F1 HM SO LV/LS =ROVIDE 4" CURB 121 CAFE 107 NR $ W/OL 4'-4" x 6'-8" SG L5 F5 HM SG 84 LV/LS/C/P 122 ELBA/. MACH. RM. 109 D H HM .3'-0'* x 8'--8" SG L2 F2 HM SG S1 LV/LS/C :ROVIDE 1" UNDERCUT 123 JANITOR'S CLOSET 1 10 NR H HM 3' 0" x 8'-8' SG L1 F1 HM SG S4 LV/LS :BOVIDE 1" UNDERCUT 124 CAFE 1 07 NR B W/GL 4'--4" x 6'--8" SD L5 F5 HM SO S4 LV/LS/C/? 20O HALL 200 NR B W/GL 4'-4" x 6'--B" SG L1 F1 HM SG S4 LV/L$/C/P 201 ARTS & CRAETS 202 NR G W 5'-44-'' × 6'-8" L1 F1 HM SG S5 LV/LS 204 ARTS & CRAFTS 202 0 N HM/VP 4'-4" x 8'-8" SO L2 F2 HM SG S1 LV/LS/D/P 2O5 KITCHEN 204 D E HM/VP 5'-0" x 8'-8" SG L2 F2 HM SO S.3 _V/LS/C 2O8 KITCHEN 204 D E HM/VP 5'-0" x 8'-8" SG L2 F2 HM SG S5 _V/LS/C 207 CLOSET 205 NR D W 4'-8" x 6'-8" SG L1 F1 HM SG S5 _V/LB 208 CLOSET 20~ NR G W 4'--8" x 6'--8" SG L1 F1 HM SG S5 V/LB 209 HALL 200 B N FIM/VP 5'-0" x S'-M" SG L2 F2 NM SG S3 V/LS/C/P 210 EXIT STAIR 200 NR J M/GL 5' B" x 7' 0" SS L5 F5 HM SG S1 _V/LS/C/P 211 KITCHEN 204 D E HM/VP .3'-0" x 6'-8" SS L1 F1 BM SG S5 _V/LS/C 212 OFFICE 205 NR F W/GL 5' 0" x 6' 8" SC SO S1 V/PV 215 CLOSET 200 NR C W 2'-4" x 6'--8" SG L1 F1 HM SG S1 _V/LB 214 MEN'S TOIL~f 206 NR C W 5'-0" x 6'-8" SG L1 F1 HM SG S2 V/C PROVIDE 1" UNDERCUT 215 WOMEN'S TOILET 207 NR c W 5'-0" x 6'--B" SG SG S2 _V/LS/C PROVIDE 1" UNDERCUT 216 MECHANICAL RM. 206 c c HM 5'-0' x 6'-8" SG SG S1 _V/Pr 217 HALL 200 NR K W/GL 4' 4" x 6' B" SG SO V/LB PROVIDE TRANSOM 218 DANCE STUDIO 209 NR L W/GL 4'-4" x 6'-B" SG SG _V 219 EXIT STAIR 209 NR J M/GL 5'-8" x 7'-0" SG L5 P5 HM SO S1 V/LS/C/P 220 STORAGE 211 c c W 5'-8" x 6'-8" SO SG s4 _V/LS/C 221 VILLAGE OFFICE 212 NR F W/GL 2' 10" x 8' 8" SG SO S1 _v/Pr 222 RECORDS ROOM 215 NR D W 2'--10" x 8'--8" SO SG 'OCNET SLIDING DOOR (PROVIDE SLIDIND HARDWARE) 223 CONFERENCE ROOM 214 NR C W 2'-10" x 8'-8" SG L1 F1 HM SG S1 _V/Pr 224 CONFERENCE ROOM 214 NR F W/GL 2' 10" x S' 8" SG SG S1 _V/PV 225 DANCE STUDIO 209 NR F W/GL 3'-0" x 6'-8" SG SG S4 V GENERAL AB REVIATION S E EXISTING TR TRACK FOR SLIDING CLOSET DOORS HM- HOLLOW METAL M METAL KD-- KNOCK DOWN BUCK SC-- SEMI GLOSS PAINT VP- VISION PANEL LVR-LOUVERBD DOOR BLS-SEE LINTEL SCHEDULE FF- FACTORY FINISH LL - LEAD LINED AL ALUMINU~ W - WOOD GL GLASS HARDWARE ABBREVIATIONS C - CLOSER DB- DEAD BOLT LOCK L- LOCK LS LOCK S~T P PANIC PB- PUSH/PULL BARS PV PRIVACY S SLIDING HARDWARE LV- LEVER/LATCH DOOR LABEL ABBREVIATIONS A - 5 HOUR RATED DOOR B - 1 1/2 HOUR RATED DOOR 100 SQIN. MAX, BL AREA C 5/W HOUR RATED DOOR, 1,296, gq,IN, MAX. CL AREA D - 1 1/2 HOUR RATED DOOR N,R, NO RATING REQUIRED FINISH FF - FACTORY FINISH SO - SEMI OLOSS PAINT VS - VARNISH~[~TAIN FLAT PANEL W/GLASS INSERTS FLAT PANEL FLAT PANEL VISION PANEL FLUSH VISION PANEL ALUM. AADDLE ~ S 1 VCT OR CARPET ~-1:2 MAXTFCERAMic S 2 SADDLE TYPES --CARPET VDT VINYL TILE REDUCER STRIP S-5 VINYL _REDUCER STRIP VDT S 4 SCALE: N.T.S. SOUND A~ENUATION BLANKET SEE PARTITION ~'PES 1 15/16% L-1 LINTEL TYPES ~1/2"~ CAULKING SCALE: N.T.S. INSULATION WHERE 1 LAYER 5/8" GYPSUM~ Bb. ON 2 1/2" OR ~ 5/8" METAL STUDS SEE PARTITION ]MPES HOLLOW METAL OR WOOD DOOR FRAME 1 5/4" THICK DOOR SEE SCHEDULE DROUT AS RED'D J~B ANCHORS "' bllN, S PER SIDE F-1 JAMB TYPES SCALE; N,T.S, FRAMING DETAILS SCALE: N.T,S, FLUSH GLASS PANEL .,¢ SEE PARTITION ~PES / L-2 SOUND AT'ENUATION BLANKET -% ~.. (2) LAYERS OF 5/8" GYP, ', ~_~ F 2 FRAME ALUM. S-5 SADDLE ~.~¢ ~ ACCESSIBLE FLOOR SURFACES ~¢P. FOR ANY CHANCES IN LEVEL & SADDLES NOTE. ALL CHANCES iN LEMEL AND SADDLES TO BE HANDICAP ACCESSIBLE AS PER ANSI Al17,1 SECT. W,W RG, 7 (c AND d) AND ADA REQUIREMENTS, NOTE: PROVIDE LINTEL AS REQUIRED CAULKING 1'2 1/8" _$~:4" FACEBRIOK- , 6" CONC, BLOCK gl/i'n ,, .., DOOR (1) 5/8" GYP. BD, ON 7/8" METAL FURRING W/METAL CORNER BEAD 10 GA, STEEL DOOR BUCK L-5 MINIMUM (5) PER EXISTING WALL ---(1) 5/8" GYP. BB. ON METAL FURRING W/ METAL CORNER BEAD FISHERS ISLAND COMMUNITY CENTER BUILDING gB FOX LANE FISHERSISLANO, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET, lOTH FLOOR NEW YORK, NEW YORK 10018 T 2t2. 695,2988 www.klnllnrutherfurd.com HVAC/M.E.P. ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T B60.B89.7078 Www. d eslSnlea r ned.corn STRUCTURAL ENGINEER CME ASSOCIATES, INC. 333 EAST RIVER DRIVE~ SUITE 400 EAST HARTFORD, CT 06108 T 860.290,4100 www.cm eenginee rrng. com Kinlln Ruther~rd Amhltects PLLC, PERMITSET 04.16.07 REVISION DISGR[PT[ON DATE STAMP: · 089A'5 PROJECT #: DRAWN: CHECKED: SCALE: PRINT DATE: SHEET TITLE: DOOR SCHEDULE SHEET NUMBER: A503 Z @ NOTES: GENERAL 1, STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING THE DIMENSIONS PROVIDED ON DRAWINGS BY KINL]N RUTHERFURD ARCHITECTS, PLCC, 2. ALL EXiSTiNG CONDiTiONS, ELEVATIONS. AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR, IF DISCREPANCIES EXIST THEY SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION, PR]OR TO THE CONTRACTOR PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE CONTRACTOR iS RESPONSIBLE FOR TEMPORARY SUPPORT AND BRACING OF THE EXISTING STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION. WHERE 'DESIGNS' ARE REQUIRED BY THE CONTRACTOR PER THE CONTRACT DOCUMENTS, THEY SHALL BE PREPARED iN ACCORDANCE WITH THE GOVERNING BUILDING CODES, SUCH DESIGNS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY AN ENGINEERED LICENSED IN THE STATE OF NEW YORK. DURING CONSTRUCTION, THE CONTRACTOR SHALL LIMIT AND CONTROL THE CONSTRUCTION LOADS. THIS INCLUDES STOCKPILING CONSTRUCTION MATERIALS AND EQUIPMENT. IF DAMAGE OCCURS AS A RESULT OF CONSTRUCTION LOADS, ALL DAMAGED AREAS SHALL BE REPAIRED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER, DESIGN LOADS THE EXISTING BUILDING IS UNKNOWN, NEW PORTIONS OF DEAD LOADS EXISTING STRUCTURE:, MISCELLANEOUS: LIVE LOADS FLOOR: ROOF: SNOW: IS COMPRISED OF CAST-iN-PLACE CONCRETE MEMBERS. THE REINFORCING OF THE THE BUILDING ARE DESIGNED FOR THE FOLLOWING LOADS: FIELD MEASUREMENT OF EXISTING ELEMENTS 15 PSF IPARTITIONS, MECH, ELEC. I 100 PSF 20 PSF 45 PSF IGROUND SNOW LOAD) FOUNDATION NOTES 1, ELEVATOR FOOTING SHALL BEAR ON UNDISTURBED SANDS AND GRAVEL HAVING AN ALLOWABLE BEARING PRESSURE OF 3 KSF. FOOTING SHALL NOT BE CAST ON SOILS CONTAINING ORGANICS. 2. iF SOILS ENCOUNTERED DURING THE EXCAVATION ARE FOUND TO BE UNSUITABLE, OVEREXCAVATE AND PLACE A MINIMUM OF 12, INCHES COMPACTED GRAVEL FILL. BACKFILL MATERIAL USED SHALL BE FREEDR,A:INING SANDS AND GRAVELS. CONCRETE NOTE~ 1, ALL CONCRETE WORK INCLUDING FORMING SHALL BE PERFORMED iN ACCORDANCE WITH ACI 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 3. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. 4, WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1BS. 5. REINFORCING STEEL SHALL HAVE CLEAR COVER OF 2 INCHES UNLESS OTHERWISE SPECIFIED, 6. DRILLING AND GROUTING SHALL BE PERFORMED USING HILTI HY150 AND SHALL BE INSTALLED WITH THE MANUFACTURER'S SPECIFICATIONS, IN ACCORDANCE CONCRETE MASONRY NOTES 1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM WITH ACI 530,1-95/ASCE 6-95/TMS 602-95 - "SPECIFICATIONS FOR MASONRY STRUCTURES". 2. ALL HOLLOW CONCRETE MASONRY UNITS (C.M,U,) SHALL CONFORM TO ASTM C90, TYPE 1. ALL HOLLOW C.M.U. SHALL ATTAIN A MINIMUM'ULTIMATE COMPRESSIVE STRENGTH OF 2,000 PSI AS DETERMINED BY ASTM C140, YIELDING A PRISM STRENGTH (f'm) OF 1,500 PSI MINIMUM AS DETERMINED BY ASTM E44T. LAY C,N,U. IN RUNNING BOND. USE TWO-CORE C.M.U. THROUGHOUT THE PROJECT EXCEPT WHERE SOLID C.M,U, IS REQUIRED AT THE ELEVATOR GUIDE RAIL LOCATIONS. 3, ALL MORTAR SHALL CONFORM TO ASTM C2TO, TYPE S. COLOR BY ARCHITECT. 4. ALL GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT THE END OF 28 DAYS AS DETERMINED BY ASTM Ci019. 5, ALL JOINT REINFORCING SHALL CONFORM TO THE FOLLOWING: A. TWO Wi,? DEFORMED LONGITUDINAL STEEL WIRES CONFORMING WITH ASTM A496, B. Wl,? SMOOTH TRUSS-TYPE STEEL CROSS WIRES CONFORMING WITH ASTM A82, WELDED TO THE LONGITUDINAL WIRES AT 16 INCHES ON CENTER, C, HOT-DIPPED GALVANIZED COATING AFTER FABRICATION CONFORMING WITH ASTM A153, D, PRE-FABRICATED CORNERS AND INTERSECTIONS. E. MINIMUM LAP LENGTH OF 12 INCHES. PROVIDE THE FOLLOWING MINIMUM PRIMARY REINFORCING IN C,M.U. WALLS AS FOLLOWS: A. VERTICALS: 1 -~ BAR AT 48 INCHES ON CENTER. HORIZONTALS: 1 - #5 BARS IN BOND BEAMS AT EACH FLOOR AND CEILING LEVEL. B, JOINT REINFORCING AT 16 INCHES ON CENTER. C. ALL C.M.U, WALLS SHALL HAVE VERTICAL REINFORCING (AT CORNERS, INTERSECTIONS, AND JAMBS OF OPENINGSI. THE REINFORCING SIZE SHALL MATCH THAT WHICH IS SPECIFIED FOR THE WALL. ?. PROTECT MASONRY WORK FROM CONSTRUCTION LOADS AND, WEATHER IN ACCORDANCE WITH ACI 530.1-95. 8, ALL INSERTS FOR ELEVATOR GUIDE RAILS SHALL BE SET IN SOLID MASONRY PANELS A MINIMUM OF 3 COURSES ABOVE AND BELOW THE INSERT, MISCELLANEOUS METALS AND METAL FABRICATIONS 1. ALL STEEL LINTELS SHALL CONFORM TO ASTM'A36, AND SHALL BE HOT-DIP GALVANIZED PER ASTM A123. THE CONCRETE FILLED METAL PAN STAIRS, HANDRAILS, WALL MOUNTING BRACKETS, AND MISCELLANEOUS COMPONENTS SHALL BE DESIGNED BY THE FABRICATOR, AND IN ACCORDANCE WITH NOTE #4 OF THE GENERAL NOTES, THE DESIGN OF THE STAIR AND ITS COMPONENTS WILL BE COORDINATED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 3. THE METAL PAN STAIRS SHALL BE SHOP PRIMED AND PAINTED, COLOR BY ARCHITECT, 4. ALL WORK WITH THE METAL PAN DECK SHALL BE IN CONFORMANCE WITH THE SOl SPECIFICATION AND COMMENTARY FOR COMPOSITE FLOOR DECK. CONCRETE ('~'c: 0 ) SLAB TO BE REINFORCED WITH 4x4-W2.9xW2.9 WWF SUPPORTED ON CHAIRS OVER SUPPORTS WITH ~q" CLEAR COVER. THE DECK SHALL BE FASTENED USING 5,8" D[A. PUDDLE WELDS SPACED AT 12", AND WITH #10 SHEET METAL SCREW SIDE LAP CONNECTORS AT 18" O.C. MAX, FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PUC 330 WEST 38TH STREET, 10TH FLOOR NEW YORK. NEW YORK 10018 T 212. 698.2988 www. klnllnmtherrurd.com HVAC / M.E.R ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06380 T 860.889.7078 w~w.deslgnleamed,com STRUCTURAl. ENGINEER CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLCC 333 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860.290.4100 www.cmeen gin eerlng.com These drawings are Instruments of se~lce and are protected by copyright. These designs and drawings may not be reproduced or copied without written permission from KJnlln Ruther~rd Archite~s PLLC. PERMIT SET 04.16.07 STAMP: PROJECT #: DRAWN: APJ CHECKED: BLB SCALE: AS NOTED PRINT DATE: 04/17/07 SHEETTn'LE: STRUCTURAL NOTES B.EET.UM..: S100 ~ W8x15 HOIST PROVIDE 1 - ~5 BARS IN CONTINUOUS GROUT FILLED BOND BEAM AT CEILING BEAM I (TYP. I --PROPOSED 8" CMU ELEVATOR SHAFT PORTION OF EXISTING SLAB AND BEAM CONCRETE SLAB. PAINT EXPOSED FACE OF CONCRETE. OF 2ND FLOOR METAL PAN~ STAIR DOUBLE STEEL SAWCUT THROUGH- EXISTING SLAB (TYP.) OF 1ST FLOOR EXISTING SLAB FOR EXCAVATION. REPLACE WITH 4" CONCRETE SLAB WITH W2.GxW2.9 WWF PLACED AT MID-DEPTH. (TYP.) EXISTING SLAB 2'-0" 1 -~5 BAR VERTICAL FOR FULL HEIGHT IN GROUT CELLS AT WALL ENDS AND CORNERS (TYP.) J / FiLl PROVIDE RENIF o ~ ABOVE OI , / ~--EA NTEL 3LlO" MASONRY OPENING 2 - FACE HORIZ. CONT. 8" O.C. 2 COURSES OPENING REINFORCEMENT MASONRY NOTES OF MASONRY OPENING VERT. EACH GROUT IN SOLID OF EXISTING ~ VIEVV N.T.S. · . 6'-103,'8'' · (~ SECTION SCALE:Iq": 1'-0" LIMIT OF EXCAVATION PROPOSED ELEVATOR SHAFT FOOTING A~3 TO LAP VERTICAL CMU WALL REINFORCEMENT f~ e 6" t-2" CL. ' ' * It' ' ' "' ' 3" CL. ] WSx15 HOIST DOUBLE 5x3U~m!' LINTEL (TYP.) TOP OF 2ND SAWCUT CONCRETE SLAB. PAINT EXPOSED FACE DF CONCRETE. TOP OF 1ST (~ SECTION SCALE: ~' = 1'-0" LOCATI OF HOIST BEAM OF. OUTSIDE LIFT WALL PROVIDE FULLY GROUTED VOID BELOW BEAN DOWN TO FOUNDATION {TYP.) PROPOSED STEEL SUPPORT . BEAM FOR METAL. PAN STAIR IF NECESSARY 8" CONCRETE WALL (TYP.) PORTION OF EXISTING SLAB AND BEAN EXISTING SLAB FOR EXCAVATION. REPLACE WITH 4" CONCRETE SLAB WiTH W2.9xW2.9 WWF PLACED AT MID-DEPTH. [TYP. I THROUGH EXISTING SLAB (TYP.) PROVIDE POCKET SUPPORT IN EXISTING BRICK WALL IF NECESSARY. MODIFY BRICKWORK AS NECESSARY TO PROVIDE 6" SEAT FOR NEW BEAM. (XYP.) L3x)x5/16 Q EDGE SUPPORT ON ALL SIDES PROPOSED 8" CMU WALL -- SUPPORTING STAIRS PAN STAIR PLAN SCALE: Iq" METAL STAIR I NOTES: 7'-Ua" . 'LIMIT OF EXCAVATION 1. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS INSTALL SLAB OVER CMU 2. TEMPORARY SUPPORT OF SLAB AND CONCRETE BEAM BY CONTRACTOR WALL TO CREATE THRESHOLD. UNTIL PROPOSED WALL ON F LiNE AND CMU SHAFT IS INSTALLED. COORDINATE WITH ELEVATOR EXISTING SLAB SHALL BE SUPPORTED ON ALL EDGES. MANUFACTURER ON THRESHOLD REQUIREMENTS. ~'~ SECTION ~SCALE: Iq,, = I'-0" TOP OF PROPOSED ~x4-W2.9 x W2.9 WELDED- WIRE FABRIC 4,1 SLAB ~ lb2" 18 GA. COMPOSITE DECK 3x3x~16 CONTINUOUS EDGE SUPPORT. ALL DRILL AND GROUT 1"2" DIA. HILTI HAS ROD 18" O.C. 2b~" MIN. EMBEDMENT AND GROUT #4 @ 18", 36" LONG. i= 562,,= // TOP OF EXISTING SLAB SECTION SCALE: lb~ = I~-0'' ~DRILL AND GROUT #~ @ 18", 18" LONG. '~'"~EXISTING BEAM TOP OF PROPOSE~ ~,,o ~DRILL AND GROUT u a~7 /#4 @ 18II, 36" LONG. 4" SLAB / / /--TOP OF EXISTING SLAB CL. CONCRETE BEAMS IN 2ND FLOOR FRAMING SECTION SCALE: lb2' = 1~-0" BEAM TO BE TEMPORARILY SUPPORTED UNTIL CONSTRUCION OF CMU WALL BELOW. SEE NOTE 2 WALL DF EXISTING BUILDING '~--DRILL AND GROUT #4 @ 18% I8" LONG, EXISTING BEAM FISHERS ISLAND COMMUNITY CENTER BUILDING 98 FOX LANE FISHERS ISLAND, NY ARCHITECT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3STH STREET, 10TH FLOOR NEWYORK, NEWYORK 10018 T 212. 695.2988 wv~w. klnlln mt he r~u rd.com HVAC I M.E.R ENGINEER DESIGN LEARNED, PLLC 116 MAIN STREET NORWICH, CT 06360 T 860,889.7078 www.deslgnleamed,cam STRUCTURAl. ENGINEER CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLCC 363 EAST RIVER DRIVE, SUITE 400 EAST HARTFORD, CT 06108 T 860,290.4100 www. cmeenglneerlng.com These drawings am InstnJments of ~1~ and am protected by copyrighL These designs and drawings may not be reproduced or copied without wfllten permission from Klnlln Rutherfurd Architects PLLC. PERMIT SET 04,16,07 STAMP: PROJECT #: DRAWN: APJ CHECKED: BLB SCALE: AS NOTED PRINT DATE: 04/17/07 SHEET TITLE: ELEVATOR SHAFT DETAILS S.EET.u,...: S101 B PLUMBING SCOPE-OF-WORK DOCUMENTS P1 mROUGH P7 REPRESENT THE GENERAL SCOPE-OF-WORK~AI~.D PLUMBING DESIGN FOR~THE RSNERS ISLAND COMMUi~IIY CENTER, NEW YORK. ALL PLUMBING IS TO BE NEAT, CLEAN, LEVE~ PLUMB AND A1TRACllve. ALL SUPPLY PIPING, WlTROb, EXCEPTION, IS TO BE INSULATED,. TAPED, AND SEALED. ?ALVES, EQUIPMENT, MU~S, AND PIPING WILL BE LABELED. PROVIDE ACCESS pANELS TO SHUT-OFF VALVES, TRAPS AND RXTURES AT ANY LCOAllON OTHERWISE INACCESSIBLE. THIS SCOPE-OF-WORK IS PROVIDED AS A DENENAL GUIDE THE PLUMDIND CONTNAUTOR IS TO READ AND UNDERSTAND THIS FIRST~ POESENll_Y, RSHERS ISLAND, NEW YORK IS CONFORMING TO THE 2000 INTERNATIONAL PLUMBINC CODE WITH NEW YORK STAle AMEm~DMENTS, ALL PLUMBING DESIGN IS BASED OIN THESE CODES. THESE PLDMBIND DEDION DRAWINGS ,APE NECESSARILY SOMEWHAT SCHEMATIC, THEREFORE THE INSTALLING CONTRACTOR DAY NEZD l'O ADJUST THE ROUI1NG OF PIPING, AND MUST BE VERY OAREFOL TO COORDINATE V, TFH OTHER TRANES. THE PLUMBING CONTRACTOR SHALL CONTACT DESIGN LEARNED, INC, WITH ALL QUESTIONS REDARDIRS ~MS WHICH ARE TO BE INcLuDED OR EXCLUDED IN THE CONSTRUCTION. THE PLUMBING CDNTRACTOR SHALL PROVlDE AND INSTALL ALL OF THE PLUMBINC EQUIPMENT AND FIXTURES ~NDICATED IN THIS SCOPE, ON me URAWlNOS, AN9 IN me SSEDIFICAllONS, UNLESS OTHENWISE INOICATED, THE PLUMBING CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR READING-AND UNDERSTANDING ALL,ARCRITECTURAL, PLUMBING, MEDHAMCAL, AND ELECTRICAL DRAWINGS PRIOR TO BIDDING AND COMMENCING WORK, ANY QUESTIONS OR SUCOEDTIONS FQR ALTERATION TO THIS D~SISN ARE TO BE DIRECTED TO THE ENDINEER IN CONJUCllON WWH 1LIE OWNER. DENERAL PLUMBIND DESIGN: THE OVERALL PROJECT REQUIRES THE COMPLETE PLUMBING DESIGN LAYOUT AS SHOWN FOR THE RSRER'S ISLAND COMMUNITY CF~NTER, NEW YORK. DOMESllC WAIER SUPPLY: THE DOMES~C WATER SUPPLY FOR THE CCMMUNIIY DENIER WILL BE PROVIDED BY A 3/4 INCH UNE OFF OF AND EXISllHG 4 im co M~N LOCATED AT THE NORTH CORNER OF THE BUILDING, ALL SUPPLY PIPING WILL BE RUN ABOVE THE FIRST FLOOR CEILING AND BOTH HOT AND COLD SUPPLY PIPING SRALL ~BE iNSULATED WITH )~ INCH ARMSERONG AR ARMAFLEX PIPINS INSULAIION OR EQUIVALENT. ADDITIONALLY, ALL FIITIROS AND VALVES SHALL BE INSULATED IN AN ,APPROVE]) MANNER, ALL PIPE INSULAIlON SEAMS SHALL BE TARED AND SEALED. CONTRACTOR SHALL CARFFULLY INSTALL INSULATION TO ENSURE A NEAT APPEARANCE. EACH SUPPLY PIPE TO A RXIURO OR PIE~E OF EQUIPMENT SHALL HAVE A SHUT OFF VALVE. ALL WATER RAMMER ARREDTORS SHALL BE INSTALLED BELOW ~INETS, OR IN ALTERNATE LOCATIONS TO MINIMIZE RISK TO EDUIPMENT. THE EAG1RE DOMESTIC PLUMBING SUPPLY SYSTEM WI" BE FLUSHED AND CHEMICALLY CLEANED BY THE PLUMBING CONTRACTOR PRIOR TD USE BY me OWNER. ALL NOT AND COLD WATER SHALL BE NEATLY HUNG WITH HANGERS EVERY RYE FEET AND COMPLETELY INSULATED, TAPED, AND SEALED. POTABLE WATE_R: PER THE INTERNAIlORAL PLUMBIND CODE 2000, TABLE 403,1, REQUIRES PROVISION FOR ONE DRINKING FOUNTAIN PER 100 OC~URAHTS. AS INDICATED IN THESE DNAWlNDS, A DOUBLE WATER FOUNTAIN HAS BEEN LDCA1FJ) OUTSIDE THE PUBUC R~IMOOMS ON THE SECOND FLOOR AS ~E_LL AS A SINGLE DRINKIND FOUNTAIN iN THE BOWLINC AREA TO COMPLY Wire THIS REQUIRFJ~IENT, POTABLE HOT WATER: WATER HEALING WILL BE PRO~IDES BY A HOT WA[ER SYSTEM COMPRISED OF A SINGLE 50 C~LDN, ALLIANCE WATER HEATER (~)URNHAM: Am.55A). THE WATER HEATER WILL BE LDicATED IN TI'IE MECHANICAL SPACE ON THE SECOND LEVEL OF THE BUILINNG. UNIT SHOULD BE SST AT IOE'F FOR ~OTARLE HOT WATER USAGE PLUMBING CONTRACTOR SHALL CONRRM ,APPROPRIATE TEMPERATURE BELTINGS. DPJ~N/~NASTE~/ENT BYSTEM: me RANITARY DRAIDAOE SHALL BE CONNECTED TO AN EXISTING 6 INCH SEWER LINE ON THE NORTH EaST SIDE OF THE BUILDIND. 'RVO NEW 0 INCH CONNECTIONS Will BE TIED INTO me EXISTING SEWER ENE TO SERVICE THE DRAINAGE SYATEM FOR me BUILDING. DRAWINGS P-4 AND P-5 SHOW me IWO DRAINAGE ENES EXILING THE BUILDING AND HOW me DRAINAGE WUILL BE RUN FROM THE FIRST AND SECOND FLOOR, RESPECTIVELY. PLUMBING CO)ITIACTOR WILL VERIFY THE EXACT LOCATION OF DRNN EHES ,APO CONNECTIONS TO NEW ORAINACO IN ACCORDANCE WITH STANDARDS SET BY THE 2000 INTERNATIONAL PLUMBING CUUE AND NE~ YORK STATE AMENDMERTS. me CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING THE BEST ROUTING FOR ALL DRAIN PIPING IH ~CCORDIRAllON WITH OTHER TRADES. ,~'~L VE. NllNG SHALL BE NEAILY INSTALLED, WITH ALL VERTICAL VEWl'S CONC~ INSIDE DF WALLS. VENTING BHALL CATHER TOGETHER AROVE THE CEIENGS AND TIE INTD ll//O TH,ROUGH VENlS INDICATED ON THE DRAWINGS. THROUGH VEJ,,qs SHALL BE INSTALLED TO COMPLY WTH ALL APPUCABLE STATE PLUMBING CODES AND REGULAllONS. THE CONTRACTOR SHALL PROVIDE HID INSTALL ROOF BOOTS AND SEAL ALL ROOF PENETRATIONS AS REQUIRED. SHOP DRAWINGS SHOWING FINAL ROUI1NG OF SANffARY DRAIN AND VENT PIMND ,APE TO DC SUBMDTED TO THE ENDINEER PRIOR TO INSTALLATION. UNLESS OTHERWISE NOTED, INDI~DUAL SUPPLY ~MINATIONS DAY BE 1/2 INUH COPPER (Mi~IMUM),'~ALL OTHER PIP[ND IS SIZED OR THE DRAWINGS. ALL SUPPLY PIPINC (BOTH HOT AND COLD) SHALL BE CAREFULLY AND COMPLElELY INSUb~TEO IN ALL LOCATIONS WITHOUT ExuEPllON, ~ 1/2 INCH THICN ARMSTHOND AP ARDAFLEX, OR EQUIVALENT, SUBMIT FOR APPROVAL. ALL FIXTURES, VALVES, AND PIPING SHALL BE NEW, USTED PRODUCTS. me PLUMBING DONT~ ,~TOR SHALL SUBMIT FIVE COPIES OF MANUFACTURER'S CUT SHEETS (SUBMOTALS) FOR ALL FIX1URES AND EQUIPMENT TO DESIGN LEARNED, INC. FOR APPROVAL THE PLUMBING COmNTRA~;~¢,~ SHALL PROVIDE ALL RXTURES, PIPINC, FRllN~, ACCESSORIES, AND INSTALLATIONS TO CREATE NEAT, OPERATING BYSII~IS ACCEPTABLE FO THE OWNER, ENDINEER AND TO LOCAL ^UTHOR~ES HAV1NC JURISDICTION. THE PLUMBING CONTHACTOR IS RESPONSIBLE FOR SECURING AND PAY)ND FOR ALL PERM~ RE. ESEARY TO COMPLETE THIS INSTALLATION, AND FOR CONTACTING THE LOEAL BUILDING OFRCIALS IN ORDER TO UNDERSTAND THEIR REQUIREMENTS. ALL QUESTIONS CONCERNING THIS DRAWING SET SHALL BE DIRECTED TO DESIGN LEARNED, INC. AT (Oeo) 88g-7078. VENT PIPE SEAL. WEATHER TIGHT PER MFC'S. INSIWUCTIONS. PIPE BOOT -- SET IN CONTINUOUS BED OF SEALANT WITR SCREWS PANEL CUT TO ALLOW FOR EXPANSION EXPANSION AROUND PIPE· - DETAIL FOR VENT THROUGH ROOF NOT TO SCALE =ROV1DE COUPUNGS AND ISOEAllON ~ VALVES AT ALL FIXTURES, FOR BOTH HOT AND COLD SUpplIES. DOMESTIC COLD WATER SUPPLY~ HONEYWELL U8043 TWO-POSITION ZONE VALVE, NORMALLY~ CLOSED (SUBMIT F-OR "~...~ APPROVAL) PRESSURE AIR VENT7 DIELECTRIC UNION OF DISEDMILAR-~ METALS MANUFACTURERS RECOMMENDATIONS. RETU RN.~./' TO BOILER COLD WATER INLETJ SUPPLY FROM BOILER LOOP WATER HEATER BURNAM, ALLIANCE WATER HEATER, MODEL AL53A DOMESTIC HOT WATER SUPPLY TEMPERATURE/ PRESSURE RELIEF 1" MPT INLET, 6 1/2 INCH PROBE LENGTH TO BOILER RELAY WA'I'ER HEATER SCHEMA'nC DETAIL SPECIFICATIONS SPECIFICATIONS ARE PRO'rIMED IN A-SIZE FORMAT AND ,APE PART OF THIS CONSTRUCllON DRAWING SET. IT IS THE RESPDPSIBILIIY OF ALL CO--ORS TO READ AND UNDERSTAND ALL SPECIFI~TIONS BEFORE BIDD~RC ANC CETCRE DEDIHNINU WDR~(. CONTRACTORS WILL 3E HELD TO THE SPECIFICATIONS AND DRAWINGS, WE WIU NOT APPROVE ANY CHANGES, REWORK, SURSllluTIONS, OR ONISSIOHS DUE TO THE CONTHACTOR'S FAILURE TO FOLLOW THE SSECIRCAllONS. FIXTURE SCHEDULE I.D. Q1Y DESCRIPTION OE ITEM MANUFACTURER MODEL NUMBER COLD FUa HOT FUa DRAIN FUa TOTAL Eds CDLD CONN. HOT CONN. DRAIN CONN. VOLTS AMPS WAllS DIMENSIONS WEIGHT COLOR NOTES I.D. Q1Y 01 5 CADET OVAL COUm~mu~ LAVATORY SINK AMERICAN STANDARD 0419.111 1,5 ! 1.5 1,0 2.0 - 1-1/2 INCH 15.25' W x 12.25' (F TO B) x 6' D 35 ERS WHITE WHITE 01 5 02 5 LAVATORY FAUCET AMERICAN STANDARD 2086.101 - - 1/2 INCH 1/2 INCH 1-1/2 INCH S INCHES ON CENTER 10 LBS CHROME TENDENCE SINGLE CONTROL FAUCET 02 5 03 0 WATES HAMMER ARRESTOR WATTS REGULATOR " SERIES 05 1/2 INCH 6 H x 1 DmA 1 ER BRONZE INSTALL BELOW UTILllY ARC LAVATORY SINKS 03 0 04 8 FLUSH VALVE WATER CLOSET AMERICAN STANDARD MADERA 17" H ELONCATED. 5043.156 10 - 4.0 10 I/2 INCH 4 ~NCH - 29.25L x 20.5W x 50.5H 83 LBS WH~ INSTALL AT ADA COMPLt~Ni HEIGHT 04 B 05 Z KEYED FROST-PROOF HOSE BIBB WOODFORO ~ MODEL 65 SERIES 0.5 1/2 INCH 4W x 3H x 12L 10 LB CHROME KEYED, SELF-DRAIN(NC, ANTI-SIPHON 05 2 06 15 FLOOR DRAIN ZURN . .' Z-415-B 2.0 - 2 INCH 8" DmA x B' H 16 LB CONFIRM FINISH wrrH OWNER ORDER WITH lYPE "B' STRAJNER 06 15 07 2 DOUBLE BOWL SINK AMERICAN STANDABD ,;~. MCOEL~: 7502.10;) 1 1 2.0 1.5 1/2-IN. FLANSED FEtJA 1/2-1N. FLANDED FEDA 3-3/4 INCH (2) 35L x 22W x 8 1/4 H COMPARTMENTS 2B STAINLESS ORDER STANDARD WITH (4) HOLES ON 4-IN. CENTERS AND (2). SS FINISH 07 2 OB 2 KITCHEN SINK FAUCET AMERICAN STANDARD ,,:- 4147.300 1 1 2 1.5 1/2-1N. IP ADAPTER 1/2-1N. IP ADAPTER 5 mRS CHROME ClUNAIRE SINDLE COt~ROL FAUCET WITH PULL DOWN SPRAY, POUSHED CHROME OB 2 09 1 50 ~ALLON HOT WAllet Eft(ER BURNHAM - ALUARCE AL55A 3/4- INCH MPT 3/4-INCH MPT I INCH 48 H x 23.25 OmA 149 ERS 3/4 INCHMPT SUPPLY AND RETURN CONNECIIORS TO BOILER 09 1 10 2 FOOD WASTE Dl~U~, GENERAL ELECTRIC ' ' MODEL~: uru/zur - 3-1/2 INCH 120 6 8 1/2 OmA, x 14 1/2 H 11 LBS BLACK INSTALL ACCORDING TO DANUFACTURER'S SPECIFICATIONS 10 2 11 1 ALL PURPOSE/ PLASTER WORK SINK AMERICAN STANDARD 9061.193 2.0 1/2 rNCH 1/2 INCH 2 INCH - SOL x 22W x 16H 60 LBS WBEE ORDER Wlll~ PAINTED WALL BRACKETS (485742-600) 11 1 1:2 1 PLASTER SINK FAUCET AMERICAN STANDARD 7295.152 2.25 2.25 5.0 1/2 NPT 1/2 NIT .... B.5-~N. D X B-IN. c~.ml~ 5 LB CHROME SOAP DISH AND [EVER HANDLES 12 1 15 1 PEASIER INIk~[;U~IUR J.R. SMITH NO. B715 2 2 INCH - - - 13" x 13" X 14" 20 ER CHROME CLEANOUT CAp DN INLET 13 1 1~- 1 MOP SINK RAT AMSB-3624 2 3 INCH - - - 56W x 24D x 1OH ~ LB WHITE ORDER W/ WALLDDARD AND E-77-AA BUMPER GUARD 14 1 15 1 SERVICE SINK FAUCET FIAT DSO-AA 2,25 2.25 B.O 1/2 NPT 1/2 NPT - - - D.5-1N. D X B-IN. CENTER 5 Ld CHROME 15 1 16 1 INII~UOR HOSE BIBB WOODFORD · NO KINK 1/2 COMPRESSION ~254CC 2.25 10.5 1/2 INCH ..... 4W x 3H x 4L 5 LB BRASS INSTALL WITH B~'nF~qFn WARHING MACHINE O0]LET BOXES 16 1 17 1 FLOOR SINK ZURN ',. Z1910 2.0 2 INCH 8"L x 8~V x 6'D 10 LB CONFIRM FINISH WiTH OWNER USE AS INDIRECT DRAIN FOR FREEZER AND VENDING. 2 INCH AlE GAp 17 1 18 1 DOUBLE WATE. R FOUNTAIN OASIS P~CLB .25 .5 .25 5/8-INCH 125 115 4.6 400 35.5 W x 18 5/B D x 19 H 64 LBS 5TNNLESS CONTRACTOR TO INSTAll ACCORDING TO MANUFACTURER'S SPECIRCATIONS 18 1 19 I SINGLE WAl~c~ EDUNTAIN OASIS P8AC .25 .5 .25 5/8-INCH - 1.25 115 4.6 400 17 5/B W x 18 5/B D x 19 H 59 ~S STAINLESS CONIRAUTOR TO INSTALL ACCORDING TO MANUFACTURER'S SPECIRCAllDrdS 19 1 20 1 COMMERCIAL DISI~WISHER* HOBART F-8193 - LXiR DISHMACHINE 1.4 2 1.4 1/2 INCH 1.5 INCH 240 26.75 D x 3;).75 H x 23 15/16 W 210 LB MAN. COLORS 2 HP MOTOR AND DKW HEATER 20 1 21 1 DOMESTIC DISHWASHER* WHIRLPOOL MODEL ~ DUlOSOXI~S 1.4 2 1.4 1/2 INCH 1.5 INCH 120 1500 25.5 D x 3N.5 B x 25 7/8 W 4O LB STAINLESS/ BLK 21 1 22 2 URINAL AMERICAN STANDARD DAYBROOK W/TOP SPUD (6581.015) 5.0 0.5 5 3/4- INCH 1.5 INCH - - - 12.75 D x 18 H x 12.75 W 30 ER WHITE ORDER WITH SLOAN ROYAL 186-1 FLUSH VALVE ARC P-TRAP 22 2 THESE FIXTURES ,APE RECOMMENDED AND MAY OR DAY NOT BE INCLUDED DEPENDING ON me CHE~TS NEEDS AND PREFERENCES THESE DRAWINGS BASED ON ARCHITECFURAL DRAWINGS RECEIVED 5/4-/07 CONTRACTORS COP~IGHT ~ 2007, DESIGN ~NED INCORPO~TED 1. ~E ~ICNS ~D D~ ~E ~E ~P~ OF D~l~ ~N~ I~OR~ ~0 W~E P~ ~ ~ IN~M~ OF S~CE OLU Z63 REVISIONS DRAWN ~ ) APPR. ~ SCAL OCAI.E SHEET NO. P-1 ? I 3 I 4 I fi I § I 7 I t:l [ ,9 I 10 I 11 FIXTURE SCHEDULE I.D. QIY DESCRIPTION OF fiRM MANUFACI1JRER MOSEL NUMBER OI 5 ~DET OVAL COUNTERTOP LAVATORY SINK AMERICAN STANDARD 0419.111 02 5 LAVATORY FAUCST AMERICAN STANDARD 2086.101 05 0 WATER K~MMFR ARRESTOR WATiS REGULATOR SERIES 05 04 8 FLUSH VAL~ WATFR CLOSB' AMERICAN STANDARD MAOSRA 17" H ELONGATE]), 3045.156 05 2 K~YED FROST-PROOF HOSE BIBB WOODFORD MODEL 65 SERIES O~ 15 FLOOR DRAIN ZURN Z-415-B 07 2 DOUBLE BOWL SINK ^MEEICAN STANDARD MODEL~: 7502.103 08 2 KffCHEN SINK FAUCD' AMERICAR STANDARD 4147.300 09 1 50 ~fl. LON HOT WATER MAKER BURNHAM ALLIANCE AI.53A 10 2 FOOD WARTE DISPOSER* OENERAL ELECTRIC MODEL~: CFC720F 11 1 ALL PURPOSE/ PIASTER WORK SINK AMERICAN STANDARD 9061.193 12 1 PLASTER SINK FAUCET AMERICAN STANDARD 7295.152 1~ 1 pLASTER INTERCE~OR J.R. BMI~'I NO. 8715 14 1 MOP SINK RAT AMS8-5624 15 1 SE~CE SINK FAUCST FI~T 850-k~ 16 1 INTERIOR HOSE BIOS WOODFORD NO KINK 1/2 COMPRESSION ~254CC 17 1 FLOOR SINK ZURN Z1910 lB 1 DOUBLE WATER FOUNTAIN OASIS PSACLS 19 1 SINGLE WATER FOUNTAIN OASIS PBAC 20 1 COMMERCIAL DISHWASHER* HOBART F-8195 - LNiH DISHMACHINE 21 1 DOMESI1C DISHWASHER* WHIRLPOOL MODEL ~ DU1OSOXTPS 22 2 URINAL AMERICAN STANDARD MAYBROOK W/TOP SPUD (6581,015) THESE FIXTURES ARE RECOMMENDER AND MAY OR MAY NOT BE INCLUDED DEPENDINB ON NTE CUERTS NEEDS AND PREFERERCES ELEVATOR SHAFT SPRINKLER REQUIREMENT ACCORDING TO NFPA 2000, SEC~ON 5-15.6.1, SPRINKLERS WILL NOT BE REQUIRED AT THE BOTrOM OF AN ELEVATOR HOIB!W^Y IF THE SHAFTS ARE NONCOMBUSTARES AND DO NOT CONTAIN COMBUSTARIF HYDP, AULIC FLUIDS. SIMILARLY, ACCORDING TO NFPA 2000, SEC'RON 15-15.6.2, NO SPRINKLERS ARE REQUIRED AT THE TOP OF A NONCOMBOSTAREE ELEVATOR HOISIWAY WHERE CAR ENCLOSURE MATERIALS MEET ME REQUIREMENTS OF ANNE A17.1, SAFE'Ff CODE FOR ELEVATORS ARD~ ESCALATORS. F STORAGE BOWLING [ STORAGE H COLD SUPPLY FROM SECOND WATER FOUNTNN STORAGE OF HOT WATER MAKER SUPPLY FROM MEC~ICAL BO0~ STORAGE SUPPLY 2ND LOOR SEATING l/Z_ INCH 1 1/2 INCH COW 2ND FLOOR CEILING SPACE CAFE 107 A -1 INCH NACHIflNCH ItW · INCIH 1/2 INCH UP TO / 2ND INCH/ PLASTER SINK 1/2 UP TO 2ND/ FLOOR KITCHEN~ INCH( OSUBLE ENTRANCE o IOO A POOL TABLE 11/2_ INCH WOMEN'S TOILET 102 B OFFICE 1 1 INCN~ 101C ME INCH --CW --'CW 2 1 INCH INCH -1 INCH NORTH PLUMBING SYMBOL LEGEND -- CW DOMESTIC COLD WATER SUPPLY Q RX~JRE I.D. TAG -- NW DOMES~C HOT WATER SUPPLY --~ ~RENCH WASHDOWN SUPPLY --SMT SMT H[~ PRESSURE SUPPLY THESE DRAWINGS RASED ON ARCHr~Ec~tlRAL DRAWINGS RECEIVED 5/4/07 CONTRACTORS OPYRIGHT © 2007, DE-SION LEARNED tNCORPORATED LU ; LL REVISIONS DP, AWN ~ APPR. C~L DATE 5181O7 SCALE 1/6' = 1'-0' SHEET NO. P-2 I 2 I ~ I 4- I ,5 I § I 7 10 11 FIXTURE SCHEDULE I.D. OlY DESCRIP]]ON OF IIEM MARUFACTHRER MODEL NUMBER 01 5 CADET OVAL COUNTESTOP LAVATORY SINK AMERICa1 STANDARD 0419.111 02 5 LAVATORY FAUCET AMERIP~.I STANDARD 2086.101 03 0 WATER HAMMER ~RESTOR WATTS REGULATOR SERIES 05 0¢ 8 FLUSH VALVE WATER CLOSET AMERICAN STARDARD MADERA 17' H FLDNGA~EO. 5043.1§6 05 2 KEYED FROST-PROOF ROSE BIBB WOODFORD MODEL 65 SERIES OS 15 FLOOR DRAIN ZURN Z-415-B 07 2 DOUBLE BOWL SINK ~ERICAR STARDARD MODEL~: 7502.103 OB 2 KfrCHEN SINK FAUCET /~IERICAR STANDARD 4147.3® 09 1 50 DAIION HOT WA~ER MAKER BURNHAM ALLIANCE AL55A 10 2 FOOD WASTE DISPOSER* GENEP, AL ELECTRIC MOOEL~; OFC720F 11 1 ALL PURPOSE/ PLASTER WORK SINK /~IERICAN STANDARD 9061.195 12 1 PLASTER SINK FAUCET N~IERICAN STANDARD 7295.152 15 1 pLASTER )NrERCEFTOR J.R. SMrI~ NO. 8715 14 1 MOP SINK RAT AMSB-5624. 15 1 SERVICE SINK FAUCET RAT 830-AA 16 1 INTERIOR HOSE BIBB WOODFORD NO KINK 1/2 COMPRESS[ON ~254CC 17 1 FLOOR SINK ZURN Z1910 18 1 DOUBLE WATHR FOUNTAIN O~SIS PDACES 19 1 SINGLE WATER FOUNTNN O,~SIS PDAC 20 1 COMMERCIAL DISHWASHER* HODAST F-D193 - LXiH DISHMACHINE 21 1 DOMEERC DISHWASHER* WHIRLPOOL MODEL ~ DUIODOXTHS 22 2 URINAL AMERICAN STANDARD MAYBROOK W/ TOP SPUD (6581,015) THESE F]XTURES ARE RECOMMENDED AND MAY OR MAY NOT BE INCLUDED DEPENDINO ON THE CUENTS NEE])S AND PREFERE],ICES HOSE DANCE STUDIO MECH, ~INCH FITNESS [] CENTER [] HOT WATHR MAKER SUPPLY 6ALI.E~TY STORAGE VILLAGE OFFICE RECORDS ROOM 1/2 INCH COLD SUPPLY DROP TO FIRST FLOOR WATER FOUNTAIN AND EXTERIOR DOSE BIBB 1 1/2 -1 INCH 1 1/2 COLD SUPPLY UP EROM BELOW -1 IN OFFICE 2 '8 INCH CONFERENCE ROOM DEOP TO FIRST FLOOR ARTS & l~,/r~/]R{~d~ HOT AND COLD F ELow PLUMBING SYMBOL LEGEND -- CW DOMESTIC COLD WATER SUPPLY (~) RX]URE I.D. TAG HW -- DOMES~C HOT WATER SUPPLY --~f~S TRENCH WASUDOWN SUPPLY SMT-- SMI' HIGH PRESSURE SUPPLY }HEN LARGE MULTI PURPOSE NORTH 0 THESE D~WlNGS B~SED ON ARCHI]ECTHRAL DDAWlNOS RECEIVED 5/4/07. CONTRACTORS: COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED REVISIONS DRAWN: J~ I APPR. BY: C~L DATE: 5/8/07 SCALE: 1/8' = 1' O' SHEET NUMBER: P-3 I ? I ~ I 4 I ~fi I 6 I 7 I fl I 9 I 1G I 11 PLUMBING CONTRACTOR NOTE IN ACCOBRANCE WITH 2000 lPG SECTIONS 905.2-4, ALL VENT AND BRANCH VENT PIPES SHNJ_ BE SO GRADE]) AND CONNECTED AS TO DRAIN HACK TO THE DRAINAGE PIPE BY GNAVflY, DERY DRY VENT CONNECTED TO A HORIZONTAL DRNN SHALL CONNECT ABOVE THE CENTERLINE OF ME HORIZONTAL DRAIN PIPE AND EVERY DRY VENT SHALL RISE VEERCALLY TO A MINIMUM OF B INCHES ABOVE ME FLOOD LEVEL RIM OF THE HIGHEST TR~.° OR TRAPPED F]X'EIRE BEING VEt, R~). 2ND FLOOR BATHROOM DRAINAGE SECOND FLOOR HATHROOM DENNAGE DROPPING TO RRST LEVEL SANITN~f DPAINAgE SHOULD BE PAST IRON TO REDUCE NOISE ASSOCIATED WITH PLUIMBING FIXTURE OPENA~]ON. n STORAGE STORAGE THESE DRAWINGS BASED ON ARCHITECTHHAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED TRAP TYPE AND RESTRICTIONS IN ACCORDANCE WITHI 2000 lPG, THE USE OF AN S-INAPS IS S'[RICR_Y PROHIBBED. ALL Rx]rURE ~RAPS FOR THIS ~PLICA~ION WILL BE P-TRAPS IN ACCORDANCE WITH UMITAflONS OUTLINED IN TABLE g06,1. M~XlMUM DISTANCE OF FIX~JRE TRAP FROM VENT SIZE OF SIZE OF SLOPE DISTANCE TRAP F1XTURE (INCH FROM (INCHES) DRNN PER FT.) (FEET) (INCHES) 1 I/H 1 1/4 1/4 31/2 1 1/4 11/2 1/4 5 11/2 1 1/2 1/4 5 11/2 2 1/4 2 2 1/4 3 3 1/fl 10 · ,[ 1/8 Z INCH SEATING IOBC SANITARY VENTING NOTE VENT DISCHARGES THROUGH THE ROOF SHALL BE NEAT AND NOT VISIBLE FROM THE FRONT OF THE BUILDING. GANG VENTS TOGETHER IN AlllC AND CEIUNG SPACES AS MUCH AS POSSIBLE AND PENEINAIE ROOF WITH A MINIMUM AMOUNT OF OPENINGS. DRAINAGE PIPING NOTE NO~: ALL UNDER SlAB HANITABY DRAIN PIPING IS 4-INCH UNLESS OTHERWISE NOTED. ALL UNDERStAB VENDND IS 2-IN. UNLESS OTHESWISE NORD. ALL PIPING SHOULD BE SIZE]) IN ACCORDANCE WITH 2000 INTERNATIONAL PLUMBING CODE EXIS~NG 6 IRCH M~H~~ 4 INCH DROP FROM FLOOR CAFE 107 A -OW DRNN NACHIM 2 INCH 3 INCH DRAIN FROM 10§ O E~ SECOND FLOOR ENTRANCE 100 A 2 INCH POOL ~CH TABLE INCH OFFICE I MAIN 4 INCH DRAIN LINE FOR WAiF WOMEN'S NEW 6 INCH DRAIN UNE -OW -OW -DW - 6 INCH DRAIN ] TEEN C£NIER 105 A INCH. --~x_~W -DW NEW D INCH DRAIN -DW UNE NORFH PLUMBING SYMBOL LEGEND -- DW SANITARY DRAIN/WASIE PIPING (~- FLOOR CLEANOUT SANITARY VENT PIPING ~ FIXTURE I.D. TAG -> > - GENIAL VACUUM PIPiNg REVISIONS DRAWN: ~ I APPR. BY: c~g DATE: 5/8/07 SCALE: 1/8' - t-O' SHEET NUMBER: P-4 Z PLUMBING CONTRACTOR NOTE SANITARY VENTING NOTE IN ACCORDANCE WITH 2000 IPC SECIIONS 905.2-4-, ALL VENT AND BRANCH VENT PIPES SHALL BE SO GRADED AND CONNECTED AS TO VENT DISCHARGES THROUGH THE ROOF SHALL BE NEAT AND NOT · DRAIN BACK TO THE BRAINABE PIPE BY ORAVOY, EVERY DRY VENT VISIBLE FROM THE FRONT OF THE BUILDING. GANG VENTS CONNECTED TO A HORIZONTAL DRAIN SHAmm CONNECT ABOVE THE TOGETHER IN ATmlC AND CEIUNG SPACES AS MUCH AS POSSIBLE · · CENTERUNE OF THE HORIZONTAL DRAIN PIPE AND EVERY DBY VENT AND PENETRATE ROOF WITH A MINIMUM AivIOUNT OF OPENINGS. SHALL RISE VERTICALLY TO A MINIMUM OF 0 INCHES ABOVE THE FLOOD LEVEL RIM OF THE HIOREST ~ OR TRAPPED FI~RE BEING VENTED. 2ND FLOOR BATHROOM DRAINAGE F SANITARY DRAINAGE SHOULD BE CAST IRON TO REDUCE NOISE I No'rE: ALL UNDER SLAB SANITARY DRAIN PIPING IS 4-INCH ASSOCIATED WITH PLUMBING F1XllJRE OPERAIION. UNLESS OTHERWISE NOTED. ALL UNDERSLAB VENT1NG IS 2-IN. UNLESS OTHERWISE NOTED, ALL PIPING SHOULD BE SIZED IN L ACCORDANCE WlI'H 2000 Ir~ERRATIORAL PLUMBING CODE <~ DANCE IvlECH. RV. ~---./--~.~ ~ MEN'S FI-OOR CONNECTION //, ~ DRAINABE ON ~ l~ '~, STUDIO o- ~.~ ~ TOILET OFFICE 2 /// ~~~ ]. .~ c FIPJ'TLEVELmll~ ~ ~ [F-~ /' /'~ MULTI PURPOSE Az /'"'F/ STORAGE OFFICE ROOM / ROOM i! ~ ' ' ' ----~ RODIF ~tOM I T 0 z 2 INCH VENT IHROUOH ! ~0 ~ ~ T ROOF FOR F1RST FLOOR-~ AN OR'S S,HN mm 0 IN ACCORDANCIE WITH 2000 mPC, THE USE OF AN S-II{APS IS SI~ICTLY 0 PROHIBIED. AILL F1NTURE 1RAPS FOR THIS APPUCATION WILL BE O' 8' 1 5' 2~' La ,mm LU p-IRAPS IN ACCORDANCE WITH UMITATIONS OUllJNED IN TABLE 906,1. L_ ........... ..~ ~'~:'~m-~ mm m.--. ~IMUM O~ST^NCE OF .~RE T~ PROM VENT )^ SIZE OF SIZE OF SLOPE DISTANCE TP~P FlXl~RE (INCH ~OM ~ ORICHES) DRAIN 'ER ~.) (~1) Z ONCHES) LLI 11/¢ 1 1/2 1/~, 5 PLUMBING SYIvlBOL LEGEND 1,1/2 1 1/2 ! 1/4 5 -- ow SANITARY DRAIN./WASTE PIPING {~ FLOOR CLEANOUT THESE DRAWINGS BASED ON ANOR~C~JRAL DRAWINGS RECEIVED 5/4/07. 1 '1/2 2 ~ 1/4 6 SANITARY VENT PIPING {~) RX~JRE LD, TAG · R~S~ONS CONERACTORS: -) ) - CEN'IRAL VACUUM PIPING ~ ~D ~LL BUILDING P~ ARB/~pROR~L OF LOCAL AUI~ORmE;. CON~,ACTORS ARE RE;POR~BL~ FOR PA't~i¢/~L CONNF,.C~DN FEE;. ~, ~N]mmoRS ARE R~N~LE FOR ~m~ ~ maEm~s ~D ~.L~N LOC~aONS. ~N]R~C~(~S S~LL ~FE ~ 4 ^ ' 1/8 12 /~, COPYRIGHT ~ 2006. BESIGN LEARNED INCORPORATED MA~XIMUM DISTANCE OF RXTHRE TRAP FROM VENT SIZE OF SIZE OF SLOPE DISTANCE TIRAP RXRJRE (INCH mOM (INCHES) I '1/~ 1 1/~ 1/4 3 1/2 11/¢ 11/2 1/4 5 1'1/2 11/2 1/~ 5 1 1/2 2 1/4 6 2 2 1/,~ 6 3 3 1/R 10 ,~ 4 1/8 PLUMBING SYIvlBOL LEGEND -- DW SANITARY DRAIN./WASTE PIPING ~ FLOOR CLE^NOUT SANITARY VENT PIPING {~) RX~JRE I.D, TAG -) ~) - CEN'IRAL VACUUM PIPING FIXTURE SCHEDULE I.D. QIY DESCRIPTION OF ITEM MANUFACTURER MODEL NUMBER 01 5 CADET OVAL COUNTEBTOP LAVATORY SINK AMERIGAN STANDARD 0419.111 02 5 LAVATORY FAUCET AMERIC..~N STANGARD 2086.101 03 0 WATER HAMMER ARRESTOR WA1TS REGULATOR SERIES 05 04 B FLUSH VALVE WATER CLOSET AMERICAN STANDARD MADEP. A 17' H ELONGATED. 5043.156 05 2 KEYED FROST-PROOF HOSE OIBB WOODFORD MODE_ 65 SERIES 06 15 FLOOR DRAIN ZURN Z-H15-B 07 2 DOUBLE BOWL SINK AMERICAN STANDARD MODEL~: 7502.105 08 2 KffCHEN SINK FAUCET AMERICAN STANDARD ¢1H7.300 og 1 50 CLALLON HOT WATER MAKER BURNHAM AU.lANCE AL55A 10 2 FOOD WASTE DISPOSER* GENERAL ELECIRIC MODEL~: GFC720F 11 1 ALL PURPOSE/ PLASTER WORK SINK AMERICAN STANDARD 9061.193 12 1 PLASTER SINK FAUCET AMERICAN STANDARD 7295.152 13 1 PLASTER INTERCEPTOR J.R. SMITH NO. 8715 14 1 MOP SINK FIAT ,~&ISB-562H 15 1 SERVICE SINK FAUCET FlAT BBO-k~ 16 1 INTERIOR HOSE BIBB WOOBOORD NO KINK 1/2 COMPRESSION ~2§4CC 17 1 FLOOR SINK ZURN Z1910 18 1 DOUBLE WATER FOUNTAIN OASIS PBACL~ 19 1 SINGLE WATER FOUNTNN OASIS PRAC 20 1 COMMERCIAL DISHWASHER* HOBART F-Blg5 - LXiH DISHMACHINE 21 1 DOMEETIC DIS~ASHER* WHIRLPOOL MODEL # DU1C50XIPS 22 2 URINAL AI~IERIC~N ETANGARD MAYBROOK W/TOP SPUD (6581,015) THESE FIXTURES ARE RECOMMENDED AND MAY OR MAY NOT BE INCLUDED DEPENDING ON THE CUENTS NEEDS AND PREFERENCES 2 INCH DP~JN 3 NCHJ VENT 2 INCH 2 INCH 1.5 INCH VENT DRAIN .~NCH INCH-~_~ 1,5 VENT ~1.5 INCH V~ 2 INCH INCH D~N DWF 4 rNCH -DRAIN INCH INCH 2 INCH VENT INCH VENTL. ITHROUOH ROOFI VENT IBOH~P.-. VENT PO7 2 INCH DRAIN 1.5 INCH 1,5 INCH RODFI ~ --. I INCH 2 INCH~/ r /< I ¥ I lNCH I 1.5 I r B INCH INCH~ I VENT IDRAIN ~N,_1.5 INCH INCH loRA N 1.5 .x~'- VENT 2 INCH N~ 6 INCH ~ D~N UNE 2 INCH [~ VENT/ 3 INCHI EXISDNG 6 INCH .~/--DRAINACE UNE 2 INCH P1 VENT/ INCH D~N NCH DRAIN WFFHIN WET PICKING UP ALL RXTURES ~NEW 6 INCH DRAIN UNE EXISTING S INCH DRAINAGE UNE- NEW 6 iNCH DRAIN LINE PLUMBING CONTRACTOR NOTE IN ACCORDANCE WITH THE 2000 INTERNATIONAL PLUMBING CODE, SECllON 905, ALL VENT AND BRANCH VENT PIPES SHALL BE SO GRADED AND CONNECTED AS TO DRAIN BACK TO THE DRAINAGE PiPE BY BNAVITY, EVERY DRY VENT CONNECTED TO A HORIZONTAL DRAIN SHALL CONNECT ABOVE THE DENTERUNE OF THE HORIZONTAL DRAIN PIPE AND EVERY DRY VENT SHALL RISE VE~DAIIy TO A MINIMUM OF 6 iNCHES ABOVE THE FLOOD LEVEL RIM OF THE HIOHEST TRAP OR TRAppED RXTURE BEING VENTEd). IINOTE: ALL UNDER SLAB SANITARY DRAIN PIMNO IS ,~-INCH UNLESS OTHERWISE NOTED AND 2-INCH MINIMUM. ALL UNDERSLAB VENllNC IS 2-IN. UNLESS OTHERWISE NOTED. ALL DRAINAOE IS TO BE SLOPED, SIZED AND INSTALLED IN ACCORDANCE WITH THE 2000 INTERNATIONAL PLUMBIND CODE. LEGEND V,T.R, SANITARY DRAIN PIPINO VENT PIPINO VENT TD RDDF FLOOR SINK WC WATER CLOSET LHS LARGE HOSPITALllY OINK HS HOSPITAU1Y SINK EF WASTE FLUSH FIXTURE WT WET TARIFS DBD DOUBLE BOWL SINK/ DRIP BOARD BT BATHING 'IlJB DWF DOUBLE WATER FOUNTAIN RCD RESIDENTIAL CLOTHES DRYER WH WATER HEATER DB DOUBLE BOWL SINK CCD COMMERCIAL CLOTHES DRYER CO CLEANOUT ~ SINGLE WATER FOUNTAIN RWM RESIDENTIAL WASHING MACHINE FD FLOOR DPJJN JS JANITOR'S SINK CWM COMMERCIAL WASHING MACHINE DW DISHWASHER HB FROST PROOF HOSE BIBB PWS PLASTER WORK SINK ES LAVATORY SINK UR URINal Ami Ve~T PIPINO IS TO BE SLOPED AT 1/B-IN, PER FOOT AND SIZED IN mi ACCORDANCE WITH THE 2001 CALIFORNmAII [ PLU.DN D00e. ]l ALL RXTURE DRAINS I REQU RE A TRAP ] THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 5/4/07 CONTRACTORS COPYRIGHT © 2007, DESIGN LEARNED INCORPORATED REVISIONS DP, AWN SC~.L~ NO 8CALK SHEET NO, P-6 1 4- 6 7 MECHANICAL SCOPE OF WORK THESE DRAWINGS REPRESENT THE MECHANICAL HVAC WORK FOR THE F1SHERS ISLAND OOMMUNOY CENIER. THE CONTRACTOR SHALL VERIFY THE [EXISTING SFiE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK ON THIS PROJECT, ALL (IUESTIONS AND/OR OD~ITONS FROM THIS DESIGN SHALL BE SUBMllTED TO THE ENGINEER IN WRN1N(I FOR ARPROV~ THE lERM 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL COMPLETELY. THE CO~OR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SPECIRED WRHIN THIS DRAWfNG SET. ARDITIONALLY, THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY E(IUIPMENTT, MATERmA~ ACCESSORY, AND/OR HARDWARE REQUIRED TO COMPLETE A FULLY OPERAllORAL SYSTEM. SUBMllTAL INFORMATION, AS OUllJNED BELOW, SHALL BE SUBMRTED AND APPROVED BEFORE THE RELATED INSTALLATION MAY COMMENCE ANY DEVIATION IN DESIGN DURINO THE INSTALLATION pROCESS SHALL SE REPORTED TO lHE ENClNEEH IMMEDIA1B_Y. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO RELD VERIFY COORDINATION OF DUCIWORK, U(IHTIND, SPRINKLER HEADS, CEIUN(I TILES, AND STRUCTHRAL OBSTRUCTIONS. SUBNIT COORDIMATED REFLECTED CEIUNG PLANS FOR APPROVAL, WHERE ARPROPRIAIF~ THE MECHARIC. N. CONTRACTOR SHOULI) VERIFY 1RAT THERE ARE NO RREWALL PENEIRAIIONS. RRE RATED DAMPERS ARE TO BE INSTALLED IN ANY WALL WITH A RAllNG ABOVE 1 HOUR AND PEHETRAIIONS SFAL.ED TO MAINTAIN RRE RATING OF WALL. THE CONITIACTOR IS SOLELY RESPONSIBLE FOR ALL PERMIT FEES, AND LOCAL BUILDING OFFICIAL REQUIREMENTS. DURING CONSTHUCIION, THE CONII~ADTDR MAY CONTACT DESIGN LEARNED, INC. (860) 889-7078. EOUIPMENT: THE HVAC ERUIPMERT SHALL BE AS SPECIRFO IN THE MECHANICAL EQUIPMENT SCHEDULE AND CONSlSm OF AIRRANDLERS EQUIPPED WITR HYDRONIC HBATIN(I COILS AND DX COOUNG COILS. EACH RANULER NAS A DUCT TO OUTDOORS WITH ECONOMIZER CONTROLLED DAUPESS. MINNER BOILERS ON THE SECOND FLOOR PROVIDE HOT WAllER FOR HEATING AND INDIRECT HEATING DF POTABLE HOT WATER. ALL FUEL BURNIND EQUIPMENT USES PROPANE AS A FUEL SOURCE. 1WO BOO GALLON TANKS STORE PROPANE IN THE REAR OF THE BUILDING. KITCHEN EXHAUST FANS ABE ROOF MOUNTED. THE ELEVATOR MACHINE ROOM IS SERVES BY A DEDICAII~D HEAT PUMP, ALL ROOF MOUNTEJ) EQUIPMENT SHALL BE SUPPLIER WITH VIBRATION ISOLATION MOUNTS (RESILIENTLY MOUNTER) AND EACTORY ROOF CURBS, DUCIWORK: SUPPLY, REllJRN AND EXHAUST REOISTERS SHALL BE COORDINATED WITH THE OTHER TRADES. ALL DUCIWORK SHALL BE LDRATED AND ROUTED AS iNDICATED. ALL DUCTWORK SHALL BE SUPPORTED IN ACCORDANCE WiTH LOCAL CODES. ALL SUPPLY DUClWORK IS TO BE UNER WllH FUNOUS AND BACTERIA RESISTANT LINER (TO ~ G 21) FOR THE RRST TEN FEET FROM MOTORIZED EQUIPMENT. ALL DUClWORK NOT LOCATED WITHIN THE CONDDIONED SPACE SHALL BE INSULATED TO R-8 MINIMUM. REFER TO SPEClRC SHEETS AND SPECIFICATIONS FOR CONS1RICTION DETAILS. FINALLY, WE EXPECT EXCEPTIONAL INSTAU. ATION QUALDY. ALL DUgTII~ORK SHOULD BE NEAT, CLEAN, LEVE~ PLUMB AND ATiRACTmVE. DUCT CONNECTIONS TO MOTORIZED EQUIPMENT wlmm INCLUDE CANVAS THANSITIOHS. IMSTALLATIONS WILL BE IMPRESSIVE AND FREE FROM MAINTENAIICE OBSTRUCTIONS. TRANE ZN-520 CONI~OmmERS SHALL BE PROVIDED WITH ALL AIR HANDLERS. ZONE TEMPERATURE AND OCCUPANCY SENSORS SHALL BE LOCAl'ED AS INDICATED OM THESE pLANS. ALL RECIRCULATIND UNITS SHALL BE E(IUIPPED WITH FREEZESTATS AND DUCT MOUNTED HUMIDISTATS FOR REHEAT CONTROL THE BOILER PIPIMD SHALL BE INSTALLED WITH CIRCUIT SETTERS, AS INDICATED, TO REGULATE FLOW TRBOUOH THE LOOPS. THE BOILEH CONTROLS SHALL BE PROVIDED BY THE J~,IUFACTURER AND ALLOW SEQUENCING. ZONE CONI~OLB SHALL INTERFACE WITH THE BOILER CONTROL AND ENERDIZE ZONE SPECIFIC CIRCULATOR PUMPS. THE RADIANT SYSTEM SHALL BE PROVIDED WITH FACTORY CONTROLS, AS SPECIFIED, AND INTERFACE WITH THE BOILER UNIT AS NEEDED. MECHANICAL CON1TIACTOR IS TO PROVIDE AND INSTALL ALL NECESSARY HVIAC WlRIN(I AND CONTROES. AiR TREATMENT: ALL RECIROULATING UNITS SHALL BE SUPPUED Wlll-m MEDIUM EFFICIENCY, CRARCCAL-IMPREDRAIEU, PLEATED-MEDIA FILTERS MANUFACTURED BY AIBOUARD, OR EQUIVALENT. SEQUENCE OF OPERATION: AIR HANDLERS,, A CALL FOR HEAT SHALL OPEN THE CHILLED WATER BYPASS VALVE AND OPEN THE HOT WATER BYPASS VALVE. ZONE VALVE CONTROLS SHALL MODULATE WATER FLOW. A CALL FOR COOUNO SHALL CLOSE THE CHILLED WATER BYPASS VALVE ,AND OPEN THE MOT WATER BYPASS. CHILLED WATER SHALL BE MODUEATED A ZONE CONITIOL VALVE. A CALL FOR DEHUMIDIFICATION SHALL INMATE THE COOUNG MODE AND MODULATION SHALL BE BASED ON SUPPLY DUCT HUMIDIIY. A CALL FOR DEHUMIDIFICATION SHALL CLOSE BOTH BYPASS VALVES AND MOOULATE WATER FLOWS TO PROVIDE REHEAT AFTER DEHUMIDIFICATION. MDDULATION SHALL BE BASED ON SUPPLY DUCT HUMIDmlY, OUTSIDE AIR AND SUPPLY AIR TEMPERAllJRE. RADmART AND BASEBOARD HEAI1NG: A CALL FOR HEAT SHALL ENERQZE THE ZONE CIRCULATOR PUMPS. SUBMITTAL INFORMATION: THE INSTALLIN(I CONTRACTOR SHALL PROVIDE DESIGN LEARNER INC. V,~TH FIVE COPIES OF THE FOIIOWIBO BOCUMENT'S FOR APPROVAL: 1. MANUFACTURER'S DATA SHEElS FOR ALL EQUIPMENT ARE TO BE SUBMO1E. D TO THE ENGINEER FOR APPROVAL RECARDLESS OP DEVIATIONS. PROV1DE SHOP DRAWINGS AND CONTROL DIA(IRAUS FOR ~ SYSTEMS. 2. DUCIWORK SHOP DRAWINGS INDICAllNC DUCT SIZES, DUCT ELEVATIONS, DUCT UMER AND INSULATION, FLEXIBLE CONNECTIONS, DUCT SUPPORTS, EQUIPMENT LDCATION AND CLEARANCES, AND TEMPERATURE SENSORS LOCATIONS FOR ANY DEVIATIONS FROM THESE DRAWINGS. 3. EQUIPMENT DATA INCLUSIVE OF SPECIFICATION~ INSTALLATION~ AND MAINTERANCE CATALOGS FROM THE MANUFACTURER, AS WELL AS FllllNGS AND FIXTURES. CAUTION DO NOT INSTALL WORK WITHOUT APPROVED SHOP DRAWINGS. SHOULD THE CONTRN;TOR PR~.CC[D WITHOUT BODMIFFALS AND ,APPROVALS OF SUBMI1TALS, ANY COSTS INCURRED TO CORRECT PROBLEMS THAT COULD HAVE BEEN CORRECIED BY SUBMISSION OF SAID DRAWINGS SHALL OE THE RESBONSIBILDY OF THE CONIT~ACTOR, EVEN IF SUCH CORRECTION IS ABOVE THE CONTRACTORS ORIDINAL CONTRACT RESPONSIBILB1ES. NO'I' SUPPORT MECHANICAL DUO'iWORK AND PIPING DIRECTLY FROM STRUCTURE ABOVE. DO NOT SUPPORT CONDUIT OR PIPINC FROM EXISTINC DUClWORK NOR SUPPONT DUCIWORK FROM ENISTINC PIPING OR CONDUIT, DO NOT DRILL STRUCTHRAL MEMBERS, USE BEAM CLAMPS OR OTHER APPROVED STRUCTURAL ATrN;HMEHTS DEIACES, CLAMPS AND HAR(IERS SHALL ATrACH TO BOTH SIDES OF BEAM TO PREVENT NOMENTS AND lWlSllNG, WHERE DIRECT ACCESS TO STItUCTURAL MEMBERS IS NOT POSSIBLE PROVIDE INTERMEDIATE UNISERUT TRAPEZE RANDERS FOR SPAN OF OBSIRIJCRON. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMI'rrED TO THE ENGINEER FOR APPROVAL REGARDLESS OF DEVIATIONS. PROVIDE SHOP DRAWINGS AND CONTROL DIAGRAMS FOR ALL SYSTEMS. SPECIFICATIONS SPEDIFlCATIONS ARE PROVIDED IN A-SIZE FORMAT AND ARE PART OF THIS CONSTRUCqlON DRAWING SET. IT IS THE RESPONSIBILIIy OF ALL CONTRACTORS TO READ AND UNDERSTAND ALL SPECIFICATIONS BEFORE BIDDING AND BEFORE BEGINNING WORK. CONTRACTORS WILL BE HELD TO THE SPECIFICATIONS AND DRAWINGS, WE WILL NOT APPROVE ANY CHANCES, RBNORN, SUBSTITUTIONS, OR OMISSIONS DUE TO THE CONTRACTOR'S FAILURE TO FOLLOW THE SPECIFICATIONS, WARNING FACTORY ENOINEER TO VERIFY MODEL NUMBERS AND PERFORMANCE REQUIREMENTS ~ - A EMI F/L I PRIOR TO ORDERINC, PURCHASING OR INSTALLATION OF ANY E(IUIPMENT, PIPIN(I, WIRING OR DUO1WORN. CONTRACTOR RESPONSIBLE FOR ANY AND ALL COSTS INCURED BY MOVING FORWARD WITH INSTALLATION PRIOR TO FACTORY VERIFICAllON OF PERFORMANCE AND FEATURES. EQUIPMENT ENERGY CODE COMPLIANCE COOUNG BEATING COOUND REQ'D ACTUAL REQ'D ACTUAL REQ'D ACTHAL E(IUIPMENT CAPACll~ (BTU/H) SEER SEER HSPF HSPF EFT- EFF CHILLER 62~00 8.5 9.7 NA NA B-1 NA NA NA BO 81 B-2 NA NA HA 80 81 THESE DRAWINGS AND THE EQUIPMENT SPECIFIER HEREON MEET THE MECHANICAL REQUIREMENTS OF SECTION 803 OF THE 2000 INTERNATIONAL ENENOY CONSERVATION CODE WITH THE 2002 RYS ~ENDMENTS EXPOSED DIUCTWORK ALL EXPOSED DUClWORK SHIALL BE UNMAN SPIRAL WOUND. UNEAR REGISTERSi SHAll BE METALAIRE REClS~S OR EQUNALENT. SUBMIT FIELD SKETCH OF ANY DEVIATIONS FROM THESE PLANS FOR APPROVAL PRIOR TO PURCHASE, FARRI~TION, OR INSTALLATION. COORDINATE FINISH AND PAINT COLORS Wire ARCHITECT PRIOR TO INSTALLATION. EXHAUST FAN SCHEDULE TAG QUARTIP/ MANUFACTURER UCCEL ~'PE MAXIMUM POWER CONTROL NOTES FLOW (CFM (V/l~l JZ) FAN 1 PANASONIC FV-15V(IL4 BATH 50 115 q/BO SINGLE SPEED SINGLE SPEER BATHROOM EXHAUST FAR, WALL MOUNT SWITCH~ INTEGRATE WITH U(IHTS. ES-1 1 FANTECH CVS-3OOA INUNE DUCT 355 115,1/80 OCCUPANCY NOTE 1 ES-2 I FANTECH Ct'S-275A INUNE DUCT 245 115 1/60 OCCUPANCY NOTE 1 EF-3 1 FANTECH CVS-3OOA INUNE DUCT 355 11! 1/60 OCCUPANCY NOTE 2 EF-4. 1 FANTSCH CVS-275A INUNE DUCT 245 11! ~60 OCCUPANCY NOTS 2 EF-5 1 CREENHECK CUBE-131-5 RITCHEN 1400 2OB/'/60 HOOD INTERLOCK NOTE 3 EF-6 1 CREENHECK CUBE-131-3 KITCHEN 950 208/'/60 HOOD INTERLOCK NOTE 5 NOTES: 1. PROVIDE WITH BACK DRAFT DAMPER, RAIN PROOF BRICK VENT. 2, PROVIDE WFrM BAOKDRAFT DAMPER, ROOF ,JACK AND CAP, 3, PROVIDE WITH GREASE TRAP AND DRAIN IN COMPLIANCE WITH NFPA RE(IU[ATIONS. DESIGN BASIS E(IUIPMENT SIZIN(I BASED UPON THE FOLLOWING INFORMATION: CUMATE DATA: SUMMER DRY BULB - 83'F SUMMER WET BULB - 71'F WINTER DRY BULB - 15'F DESI(IN CONDITIONS: SUMMER - 70% 50~ RH WINTER - 70'F BUILDIN(I DETAiLS: WALLS - CONCRE1E, R-Il ATTIC - R-.lB MECHANICAL EQUIPMENT SCHEDULE TN; DESCRIPTION QUN~TDY MANUFACTURER MODEL TOTAL COOLING REQ'D REQ'D COOLING HEATING RE(I'D REQ'D BEATINC pOWER FLA* MCBe* WEIGHT UIMENSIONS NOTES AIRFLOW CAPACrlY ENVELOPE FRESM AIR COIL CAPACI~ ENVELOPE FRESH NR COIL (H X W X D) (CFM) (MBH) COOUNG COOUNG FLOW (MBH) HEATING HEATING FLOW (V/e/HZ) (A) (A) (LBS) (INCHES) (MBH) (MBH) (CPM) (MBH) (MBH) (GPM) ABM-lA AIRHARDLER, HYDRONIC HOT/COLD COILS 1 'PRAINE RCVCO24E2AS**MA4KOOOOAO4~2~2000CB100 1000 28.9 1S,4 6.0 4.9 33.8 5 9 3.4 ZOS/S(~/60 3.2 15 23B BOX28X50 NOTES: 1, 2, 4., 5~ S, 7, 8, g~ 10, 11 ABM-lB AiRRANDLER, HYDRONIC HOT/COLD COILS 1 1MANE BCVCO24EZAD**MA4KOOOOAO4P*2F*20BOCB1OO 1000 26.9 13.4 6.0 4.9 3~.8 5 9 3.4 BO8/3e/60 3.2 15 238 RSX28XSO NOTES: 1, 2, 4., 5, 6, 7, 8, 9, 10, 11 AHU-lC AIRHANDLER, HYDRONIC HOT/COLD COILS 1 1TI. ARE BOVCO24E2AO**MA4KOOOOAO4P~2F'20BOCB1BO 1000 26.9 13.4 6.0 4-.9 33.8 5 9 3.4. 208/3¢/60 32 15 238 66X2BXSO NOTES: 1, 2, 4, 5, 6, 7, 8, g, 10, 11 ARU-1D AIRHARDLER, HYDRONIC HOT/COER COILS 1 TRANE BCVCO24EZAC**MA4KOOOOAO4P~2P2000CBlO0 1000 26.9 13.4 6.0 4.9 33.8 5 9 3.4. 208/3e/60 3.2 15 238 66X28X50 NOTES: 1, 2, 4., 5, 6, 7, 8, 9, 10, 11 AHU-1E AIRHARDLER, HYDRONIC HOT/COLD COILS 1 TI~.ANE BOVCG24EZAO**MA4.1(OOODAO4P~2F'20DOCB100 1000 26.9 13.4- 6.0 4.9 33.8 5 9 3.4- 20B/3(~/6~ 3.2 15 238 66X28X50 NOTES: 1, 2, 4, 5, 6, 7, 8r 9, 10, 11 AHU-1F AIRHANDLER, HYDRONIC HOT/COLD COILS 1 II?ANE BOVI~'O24.ESAO~MAANOOOOAO4F*2~20BOCB1BO 1000 26.9 13.4. 6.0 4.9 33.8 5 § 3.4- 208/3(I/60 3.2 15 238 66X28X50 NOTES: 1, 2, 4, 5, 6, 7, 81 R, 10, 11 B-1 BOILER 1 BURNK~,t 810B NA HA NA HA MA 459 HA NA NA 20S/SP/60 a/R ~ 19BO ,)BX~X~B NOTES: ~, 203, 4., 5, 7, 8, R, 10, 11 B-2 BOILER 1 BURN~J~I 810H NA HA NA NA MA 459 HA HA NA 208/3¢/60 NA NA 1220 33X39X33 NOTES: 4, 10 ABU-2 INDOOR DUCll. ESS SPUT 1 MITSUBISHI MSZ-AO9MA 275 HA NA MA MA RA NA RA MA 20B-2BO/le/SO 0.76 15 23 12X31X9 NOTES: 10 ,~C-2 OUTDOOR DUCl~ESS SPLIT 1 MITSUBISHI MUZ-ARgNA NA g 3 NA NA 10 1.5 NA NA BOB-230/1J~/O0 9.6 1§ 82 22X32X12 NOTES: 10 *FULL LOAD AMPACIIY **MAXIMUM CIRCUIT BREAKER NOTES: 1. DIMENSION INCLUDES MIXING BOX 2. EAT = 60'F, DVT = lBO'F, WATER TEMPERATURE DROP 20'F 3. EAT: BO'F DB, 67'F WB, BNT = 4.5'F, WATER TEMPERATURE RISE 12'F 4.. FACTORY ENGINEER TO VERIFY MODEL NUMBER AND PERFORMANCE SPEDIF]CA1]ONS PRIOR TO CONTI~ADTOR ORDER. 5. UNIT WEICHT INCLUDES FAN MOTOR, JUNCIION BOX AND MIXING BOX. 6, BAT: BO'F DB, 67'F WR, EWT: 4.5'F, WATER lET4PERATURE RISE /6'F 7, PROVIDE ACTUATED DAMPERS FOR REMOTE ECONOMIZER PER PLANS. ACTUATORS MUST INTERFADE WITH ZN-520 CONTHOL COORDINATE DETNLS WiTH SUPPLIER FOR SIGNAL PROCESSING, SUBMIT DETAILS PRIOR TO ORDERING OR INSTALLATION. 8. PROVIDE ALL REClRCULAITNG UNITS WITH HUMIDIFY CONTROLS ANB ROOM MOUNTED SENSOR (50~ EH SET POINT). g. PROVIDE ALL RECIRCULATIN(I UNITS WITH HIGH STATIC MOTORS AS REQUIRED, DIGITAL ZONE SENSOR DISPLAYS, EREEEESTATS, COATER COILS, NON-FUSED DISCONNECTS, REREAT COILS, AND POWERED CONVENIENCE OUTLETS. 10. SUPPLY ALL UNITS WITH AUFOMATIC EACP ALARM SHUTDOWN INTERFACES. 11. SUPPLY WITH C02 OCCUPANCY SENSOR FOR ECONOMIZER FRESH AIR CONNTOL, UNIT FAN SNAIl BE POWERED AT ALL TIMES DURING OCCUPANCY TO PROVIDE REQUIRED FRESH AIR. THESE DRAWINGS BASED ON ARCHITEOTHRAL DRAWINGS RECEIVED COPYRIGHT (~ 2OO6, DESIGN LEARNED INCORPORATED oB $/8/07 SHEET NUMBER= M-1 MECHANICAL CONTRACTOR TO FOLLOW NOTES: r/~/~j~ ~R,OR WA~ ~ESE ~ANS T ONREQUIREMENi ~ ~XA~ I LT ~DLING ~M WHERE REQUIRED ~ 2000 I~R~O~ MECH~I~ CODE. ~OOR K//I CONCR~ CO~R COORDINA~ E~ LO~ONS W~H MEC~I~ CON~OR PRIOR TO COMMENCING ................ ~/~ ~ ~ ~ UNLESS ALTERNATIVES ARE APPROVED BY WORK. IF D~CTORS ~E NOT FACTO~ IN~D, E~ICAL CO~CTOR TO .'.'.".'."v'v".'".'.'.'.'.'.'k~~ ' , ~E ENGINEER ~ A D~IGN ~ GR~R ~ 2~0 C~, IN ~E R~RN NR DUCT OR PLENUM ~ I II UPhaM OF ANY RL~RS, ~HAU~ NR CONNEC~ONS, O~OOR NR CO,HErONS, ~ REQUIRED ~ OR DECO~INA~ON EQUIPME~ AND ~P~CES. FOR PROPER SLOPE M~ SLOPE OF T~SmONS - ~ ' ~ DIFFUSER, GRILLE, AND REGISTER SCHEDULE ~~ CON~ACq OR NOTE V~ED SQU~E ~OW ~SCR~N IN~T SIZE (IN) MODEL ~ QUAN~ DUCT CONS~UCTION D~AIL (~PICAL)5ooo-o~xo~ ~ "~~,~ ~~ ,o~: ~~ ~ ,~" ~NG ~SER RNISH AND ~ ON SEE WITH ~CHI~CT PRIOR TO PURC~E IN DU~ I ~ I ACC~S DOOR IN 1 1 2'X1 1 2 X 1 8 ~,u.~[r~.~d CON~NUOUS ~L J[~ll r ~N~R~NCE TO ~T N~A ~U~IN g~ / SECURE ~PER TO S~ ~ .... .~ ." ~ ~m~ .om~ lJ~F ~N~ MOU~IN~ LOCA~ON WHE~ ~RI~ ON r w/,oL~, SCR~ O, iAC~ / ~ SIDE, TOP ~ aO.Oa qr ~F~ CErn, m ~~AL FIRE D~PER DETAIL VERTICAL FIR~AMPER DETAIIL I FIELD VERI~ FIRE WALLS AND FLOORS (IF A~) WITH ENGINEER. / '~"~" o 1. DAMPER SW~ & S~E ~NRGU~ON IS ~RNED ~ ~INTNNING A M~IMUM 0.06 ~A~C PR~SURE · 2599 F.P.M. F~E ~LOC~. / 2 DE~ OF ~MPER TO BE COORDI~D WEH W~ THICKNESS / ~. ~ RRE ~P~S TO BE INkeD IN ~CORD~CE WI~ M~UFAC~RERS SPECIRCA~ONS 5. SUBM~ ~NUFAC~RER'S DATA SH~ TO ENGINE~ FOR ~PROV~. / 'IHESE DRAWINGS BASED ON ARCHrrEc~JRAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: COHOrt"[ORS SHN.L P~FO~ WORK IN A NEAT, p~FE]~SION~ WOR~IM~ I~VINER W~]{ S]RICT N)~E TO mE STATE BUIL~ COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED ,,, ,,z,o DATE: 5~8/07 SCALE: NO 8CALL M-2 ,5 § 7 10 MAINTENANCE CLEARANCE MAINIENANCE CLEARANCE ZONES ARE INDICATED BY CASHED lINES AROUND MECHANICAL EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCE ZONES wr~ OTHER TRADES TO ENSURE AREA IS FREE EROM OBSq~UC~ONS, OCCUPANCY SENSOR ALL 1RANE ZN CONTBOIIERS UIlLIZE A BINARY SWITCH FOR OCCUPANCY SENSINO. UN~' CONIEOLLER REVERTS TO UNOCCUPIED SEIPOINTS IF NOT ACTIVATED, MEOHANICAL CO~OR TO PROVIDE MOTION SENSOR AT THE LOCATION SHOWN. FIRE SYSTEM INTEGRATION ALL HVAC EQUIPMENT SHALL BE INTEGRATED ~TH IHE BUILDING ~lDE FIRE ALARM SYSTEM AS REQUIRED. POWER AND CONTROL WIRING MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WIRING FOR HVAC EQUIPMENT, VERIFY POWER REQUIREMENTS WITH GENERAL CONTRACTOR OR ELECTRICAL CONTRACTOR IN FIELD, ECONOMIZERS Ami UN)TS ARE DESIGNED FOR ECONOMIZEN CONIROL VIA TRANE ZN-520 INIERFACE. FACTORY MIXIBO BOX WILL NOT FIT DUE rD SPACE CONSTRAINTS. MECHANICAL CONfRACTOR TO PROVIDE ACTUA~J) CAMPERS IN RE]URN DUC~//ORK, JUST BEFORE PLENUM, AND IN FRESH AIR DUCT ATTACHING TO PLENUM. COORDINATE REQUIREMENTS WITH ~RANE TO ENSURE ZN-§20 ECONOMIZER SIGNALS WILL INTERFACE WI~ CAMPER ACTUATORS. FRESH AIR UNITS ARE SIZEO TO PROVIDE FRESH AIR DURING OCCUPIED MODE, MINIMUM ECONOMIZER SEI~NOS TO CORRESPOND WITH FRESH AIR FLOWS ON SHEET M1. HUMIDITY CONTROL HUMIDr]Y ZONE SENSOR TO BE INSTAIFEJ) NEAR THERMOSTAT. HUMID~ SE]POINT 50~(RH. (2) 1000 ~ON PROPANE TANKS, INSTALLED CLEARANCES PER IFGC, 10 FT FROM BUILDING, 3FT BElWEEN TANKS. ( ) ACC-lkAbC-lb A~C-lb A~C-lb A~C-lb A~C-IF I ARU-1D ZONE 1 STORAGE AHU-1E AHU-1C STORAGE TACO ZONE CIRCULATOR VALVE. 1§000, CONiRACTOF MANUFACTURER SPECIFICATION SHEETS FOR APPROVAL OYPICAL OF BOWLING 1OB G STORAGE CONTROL GROUPS O/(~(~) AHU-,A, 1,, 10, 1D, 1E, 1F (~ ZONE 3 THERMOSTAT (~ ZONE ¢ THERMOSTAT LEGEND Q THERMOSTAT LOCATION Q HUMIDI3Y SENSOR LOCATION (~) coz ooouPARCY SENSOR LOCATION ARU-1F 5 FOOT RADIANT BASEBOARD SECllON, STERUBO MODEL - DLCUIOD (~PIC~J_ OF 4-). SEAliNG 108 C GR~NHECK GHE~ 5 FT HOOD 1400 CFM MINIMUM FLOW INCLUDE RRE DANPEN AND ANSUL SYSTEJ~ - REFER TO SHEEIS M-§ AND M-7 FOR KITCHEN EXHAUST DETAILS GREENHECK OHBE 4 Fi' HOOD 950 CFM MINIMUM FLOW INCILUDE F~RE ~PER AND ARSUL SYSTEM 5 FOOT RADIANT I~SEROARD SECTION. STERUNG MODEL L 2). CAFE TEEN 107 A SERV. 7 FOOT RADIANTcI~',~BE:BOARD SECllON, COUNT£R TABLE STERUNG MODEL ~DIO0 (TYPICAL 4). - ZONE 3 __ TOILE Z ~ 5 FOCT P, ARIART BASEBOARD ~- SECTION. STERLINO MODEL ? FOOT RADIANT DASEOOARD CLDUIO0. SEDTION. B'IERIIND MODEL RADIANT I~ASF-,~OARD OLCUIO0, SE~llON, STERLING MODEL ~ FOOT RADIANT BASEBOARD SECTION. SIERLINO MODEL CLCU~DO OYPICAL OF ~). CLCU~O0 (T~PICAL OF ~). zU:<, ,,o, S O' 8' 16' 24' THESE DNAWINOS BASED ON ARCHITECTHRAL DNAWINOS RECEIVED 5/4-/07. CONTRACTORS: COPYRIGHT © 2006, DESIGN LEARNED INCORPORATED DA~: 5/8/07 SCALE: 1/8' I f 0I SHEET NUMBER: M-3 I ? I ~ I 4 I ,~ I § I 7 I ~ 10 11 NOTES: 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WIRING. ALL NEW CONTROL WIRING SHALL BE RUN IN MT OR PVC CONDUIT. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING AND PO~ER CONNECTIONS, & THE F1RST TEN PbLI OF SUPPLY AND REIURN CUClWORK SltALL BE LINEO ~ DUCT UNER INSULATION. SEE MECRANI~L SPECIFICATIONS. 4. EACH SUPPLY TAKEOFF SHALL RAVE lis OWN MANUAL VOLUME CONTROL DAMPER WHETHER SHOWN ON THE DRAWINGS OR NOT. 5. ALL AIR HANDUNG EQUIPMENT SHALL BE MOUNTED ON OR SUSPENDED FROM THE STRUCTURE WITH RESIEENT RAEDWARE. SPRING ISOEEATORS SI~LL HAVE A ONE INCH STATIC DEFLECTION. 6. FLEXIBLE DUCqWORK SHALL BE UMI1EO TO A MAXIMUM OF 5 FEET FOR CONNEC~ON FROM RIGID DUCT TO BFFUSERS, INSTALLED NEAILY wm~ PROPER HANGERS. 7. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMIITED TO THE ENGINEER FOR APPROVAL REC~.RDLESS OF DB/IAI~ONS, 8. PROVIDE SHOP DRAWINGS AND CONTROL DIAGRAMS FOR ALL SYSIEMS. 'J BOWLINO PROVIDE FILER GRILLE AND Il I U i L , z'm L m,' .... :: :m 13, mm: SECTION A: BOWLING ALLEY SECTION - NOT TO SCALE DRAIN PIPING ALL CONDENSA1TI DRNN PIPING SHNJ. BE 3/4 INCH BLACK IRON OR SCHEDULE 40 PVC. CONDENSATE DRAIN CONDENSATE DRAIN PIPING TO BE RUN ALONG BUILDING STRUCTURE. WITH OTHER TRADE PIPING, AND RUN TO SANITARY DRAINS AS SHOWN, WI~-I AIRGAP FIXTURE. INSTALLA~ON OF CONDENSATE PUMPS MAY BE REQUIRED, REFER TO MANUFACTURER SPEClFICA~ONS. ALTERNA1ELY ONE OR MORE DRY WELLS MAY BE iNSTALLED AND THE CONDENSATE DRAIN LINE RUN TO THEM. REFER TO DRY WELL DETAIL. ACC-lA ACC-lB ACC-lC ACC-lO ACC-1E ACC-1F I -I [] ~ i ~1' 4000-10XCO ,~ 300 3DO o o ~ ~000-10X06 T~OOO-lOXO:~0 AHU-1D RETURN AIR STORAGE RE-TURN NR [] BOWLING [] NR STORAGE AHIU-1E - Bx~ 4000-10X06 STORAGE 300 4-000-1( 3OO [] BOWLING 108 O 4000-10X06 4000-10X06 300 300 STORAGE 300 8x8 SEATING IOBC ARU-1F GAFF ~ 1D7A MACHINE ROOM log D SERV COUNTER 107D ENTRANCE 100 A OFFICE 1 101C TEEN CENTER POOL lob A TABLE WOMEN'S TOILET 102 B MEN THESE DRAWINGS BASB) ON ARCHITEC]TIRAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: 1. CONll~C~ORS SHALL PERFORtt WORK IN A NEAT, PROFESSIOR~ WORKMANUKE 14ANh~R ~ S!~lb'T N)HERENCE TO 1WE 5'TAI~ BBILDNO COPYRIGHT © 2006, DESIGN LEARNED INCORPORATED LEGEND SUPPLY DIFFUSER SUPPLY AIR FLOW DIRECTION RETIJRN AIR FLOW DIRECTION SUPPLY/FRESH AIR DUC~ORK NORTH O' B' 16' 24' INSULATION ALL MECHANICAL PIPING, OUC~RK AND EQUIPMENT LOCATED OUTSIDE THE C0NDRiONED SPACE SHALL BE FULLY INSULATED AS OUTLINER tN · E SPECIRCA~IONS. GRILLE PLACEMENT SIDEWALL GRILLES LOCATIONS TO BE COORDINATED ON SEE WITH ANCHITECT. REFER TO SEC'~ON 'aEW~ ON MECRANICAL AND ARCHITECTURAL SHRED FOR MORE INFORMATION. REVISIONS DRAWN: KAN I APPR. BY: c~g ~^~: ~/a/o7 SCALE: 1/8' - 1' O' M-4 OTES: 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WIRING. ALL NEW CONTROL WIRING SHALL BE RUN IN EMT OR PUC CONDUIT. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING AND POWER CONNECTIONS. 3. THE RRST 1EN ~1 OF SUPPLY AND RETURN DUCIWDRK SBALL BE UNEB WITH DUCT LINER INSULATIDN. SEE MECHANICAl_ SPECIFICATIONS. 4, EACH SUPPLY TAKEOFF SHALL HAVE ITS Ol~I MkflU,fl. VOLUME CONTROL DAMPER WHEIHER SHOWN ON NTE DRAWINGS OR NOT. 5, All AIR HANDLING EQUIPMENT SHALL BE MOUNTED ON OR SUSP~DED FRuN THE STRUCTURE WITH RESIUEST HARDWARE. SPRING ISOLATORS SHALL HAVE A ONE INCH STATIC BEFLECRON. 6. FLEXIBLE DUC~//ORK SHALL BE LIMI'iED TO A MAXIMUM OF 5 FEET FOR CONNECTION FROM RIGID DUCT TO DIFFUSERS, INSTALLED N~TLY WITH PROPER HANGERS. 7. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMR~ED TO THE ENGINEER FOR APPROVAL REDARDLESS OF DE~/IATIONS. 8. PROVIDE SHOP DBAWlNDS ARB CONTROL CIABP, AMS FOR ALL SYSTEMS. 4 AIR INTAKE CLEARANCE FRESH AIR INTAKES MUST BE lOFT OR MORE FROM ~ PLUMBING OR APPUANCE VENTING. AREAS OF EXCLUSION ARE INDICAIED BY DASHED LINES AROUND MECHANICAL EQUIPMENT. CONTRACTOR TO CODRCINAIE AREA WITH OTHER TRADES TO ENSURE NO VEN11NG IS PRESENT. EXHAUST OUTLET SETBACK EXHAUST AIR EXCLUSION ZONES INDICA~B ON PLANS SHOW 10 FOOT SETBACK BE3WEEN EXHAUST VENTS AND AIR INTAKES. ,5 ECONOMIZERS ALL UNITS ARE DESIGNED FOR ECONOMIZER CONTROL VIA TRANE ZN-520 IN~]{FACE. ENCfORY MIXIND BOX WILL NOT FIT DUE TO SPACE CONS'~RAINTS. MECHARIDAL CONTRACTOR TO PROVIDE ACTUATED DAMPERS IN FRESH AIR DUCT AITACHING TO RERJRN AIR PLENUM. COORDINA~ REQUIREMEN]S wriT{ TRANE TO ENSURE ZN-520 ECONOMIZER SIGNALS WILL INTERFACE WITH DAMPER ACTUATORS, 7 FRESH AIR INTAKES "RESH AIR INTAKES THROUGH BRICK-VENTS AND ARCHITECTURAL LOUVERS. COORDINATE FINISH ARB LOCATION WB~ ARCHI~CT. SUBMIT CATALOG CUT AND DETAILS TO DESIGN LEARNED. INSUlaTION ALL MECHANICAL PIPING, DUCTWORK AND EQUIPMENT LOCATED OUTSIDE THE CONDITIONED SPACE SHALL BE FULLY INSULATED AS OUTLINED IN THE SPECIFICAq] ONS. BATHRC:)OM EXHAUS'I' I BATHROOM EXHAUST FANS TO OPEBAIE CONTINUOUSLY DURING OCCUPANCY TO HELP IN]RODUCE FRESH AIR NTROUDH THE ECONOMIZING DAMPERS. GRILLE PLACEMENT SIDEWALL GRILLES LOCATIONS TO BE COORDIRA~D ON SITE WITH ARCHITECT. REFER TO SECTION VIEWS ON MECBANICAL AND ASCHITEGIUBAL SHEETS FOR MORE INFORMATION. ACC-lA ACO-1B ACC-lC ACC-ID ACC-1E ASC-1F ANU FRESH AIR INTAKE DUCTS. PROVIDE WITH BRICK VENT, INSTALL 10 FT ABOVE GRADE. 5 FT FROM ANY BUILDING OPENING, GRE~HECK CHEW 5 ET HOOD 1400 CFM MINIMUM FLOW INCLUDE RRE DAMPER AND ANSUL SYSTEM REFER TO SHEETS M-6 /~ID M-7 FOR KITCHEN EXHAUST DETAILS GREENHECK OHEN/ 4 ET HOOD 950 CER MINIMUM FLOW INCLUDE FIRE DAMPER AND ANSUL SYSTEM E STORAGE STORAGE STORAGE BOWLING lOB G STORAGE BEATING [] 108C CATE 107 A 109 D ARU FRESH AIR INTAKE DUCTS. PROVIDE WITH BRICK VENT, INSTALL 10 Fi ABOVE GRADE, 5 Fi FROM ARY BUILDING OPENING. ENTRANCE 1 O0 A SERV COUNTER 107 O TEEN CENEER POOl. 105 A TABLE WOMEN'S TOILET 102 B OFFICE 101C RH12x12-EX 75 75 NORTH NTESE DRAWINGS BASED ON ARCRUECTHBAL DBAWINDS RECEIVED 5/4/07. CONTRACTORS: CON1WACT~RS SHNJ. P~FORM W~RK IN A NEAT, PROFESSI~ 'h~RKIt~NU~ ~M~NB{ ~ STEICI' ~MERENCE TO 1HE ~A]E BOJL~IN~ ~'OPYRIOHT ~ 2006, DESIGN LEARNED INCORPORATED LEGEND SUPPLY DIFFUSER RETURN/EXHAUST DUCIWORK SUPPLY AIR FLOW DIREC110N ~ REflJRN AIR DIFFUSER THERMOSTAT LOCATION [~ ENHAUST GRIIIF/REDISTER UNEAR DIFFUSER/RESISTER (~ OCCUPABCY SENSOR SUPPLY/FRESH AIR DUCMORN ~ RETURN AIR FLOW DIRECllON 11 Itl - EE o REVISIONS DR.AWN: ~ I APPR. DATE: 5/8/07 SCAL~: 1/6' = 1' O" SHEET NUMBER: M-5 1 I ,5 I 4 I ,5 I § I 7 I (~ I ,q 11 COMMERCIAL HOOD CRITERIA THE DESIGN CRITERIA SHOWN HEREIN ARE UMlll~D TO THE KITCH~ HOOD ONLY. THESE REQUIREMENTS TAKE PRECEDENCE OVER OTHER DRAWINGS FROM THE VENDOR OR OTHER DESIGNERS. HOWLER ll-IESE REOUIREMEN1S DO NOT AFFECT ANY OTHER ASPECT OF THIS PROJECT EXCEPT THE KITCHEN HOOD SYSTEM. THE CRFFER)A ARE BASED ON NFPA 96, 2000 INTHRNATIORAL MECHANICAL CODE, AND THE NEW YORK STATE BUILDING CODE, F1RE ~FEI'F CODE, AND ALL ARPUCABLE NEW YORK SUPPLEMENT AMENDMENTS. HOOD MUST BE UL 710 TEN1ED, USTHD, AND APPROVED TO EXHAUST A MINIMUM OF 200 C~ PER UNENT FOOT OVER 60(7F COOKING EQUIPMENT. DEFNLS SHOWN DN THESE DRAWINGS SUEPL~ENT THE INSTALLAllON REQUIRE]~ENTS SHOWN ON THE SUPPUER DRAWINGS. CODE COMPLIANCE ~lS PROJECT INVOLVES THE CODE COMPUANCE AND DESIGN ISSUES FOR THE COMMENCmAL HOODS IN THE PROPOSED FISHERS ISLED COMMUNll~ CENTER SNACK BAR AND COMMUNII~ KITCHEN ON FISHERS ISLAND NEW YORK. SELEC1ED NFPA 95 CODE COMPLIANCE ISSUES: WALLS MUST DE NONCOMBUSllBLE OR THE HOOD MUST HAVE 18 INCH OLEANANCEN PER SECTION 2001 NFPA 90 4,2.1, OR A B iNCH CLEARANCE FROM UMITED-COMBH~SllBLE WALL ASSE)~BUES. THE WALL MUST BE CONSTRUCTED OF METAL STUDS AND 5/8 GYP. BOARD FOR THE HOOD TO BE LDCAIED ~ SHOWN. STEEL MUST BE lB RAUGE MINIMUM PER SECTION 2001 NFPA 90 5.1.1 AND THE EQUIPNENT IS IN COMPUANCE WELDS MUST BE LIQUID TIGHT PER SEC'IION 2001 NFPA 90 5.1.2 AND THE EQUIPNEHT IS IN COMPUANCE A FlEE DAMPER IS NOT REQUIRED PER SECTION 2001 NFPA g6 5.3.4..4 FIRE WALL PENErP, AIlONS ARE PROHIBITED PER SECTION 2001 NFPA 96 7.1.1 AND NONE ARE SHOWN AIR FLOW MUST EXCEED 1.200 FT/MIN PER SECIION 2001 NFPA 96 8.2.1.1 AND THE EQUIPMENT IS IN COMPLIANCE FUEL AND ELECIRICAL POWER MUST BE SHUT-OFF IN THE EVENT OF A F1RE PEN SECllON 2001 NFPA 90 10.4..1 WITH kL~NUAL RESETS. SELECIED INTERNATIONAL MECHANICAL CODE (1990) COMPLLANCE ISSUES,, EXHAUST DISCHARGE MUST BE 2 FT OR MORE ABOVE THE ROOF UNEOR ANY OPENINGS WITHIN 10 Fi' HORIZONTALLY PER SECTION 506.17. TI'IlS INCLUDES THE FRESH AIR INTAKE lHE CANOPY OF THE HOOD MUST EX]END 6 INCHES BEYOND THE COOKIND SURFACES AND BE NO MORE TRAN 4 FT ABOVE THE COOKING SURFACES PER SECTION 507.110. THE AIRFLOW REQUIREMENT PER SECTION 507.12 IS NOT APPLICABLE BASED ON THE SECTION 507.1.1.1 ENEMPTION FOR UL 710 USTED HOODS.. THE MAKE-UP AIR MUST BE WITHIN 10 DEGRE]~S OF THE AMBIENT KITCHEN TEMPERATURE PER SECllON 508,1.1. MAKE UP AIR PROVIDED SOLELY BY ERANSFER AIR. THESE DRAWINGS BASED ON ABCHITECiURAL DRAWINOS RECEIVED 5/4./07. CONTRACTORS: 1, CONIRAO~ORS SI~LL PERFORM V~)R~ IN A NEAT, RtO~ W~RE~NUKE I,~NNEE ~ S1NIDT ~DHE~ENCE lO ll~E STAI~ ~I~NG COPYRIGHT © 2006, DESIGN LEARNED INCORPORATED PROPOSED UL 710 COMPUABT KITCHEN EXHAUST HOOD, 3FD(5FT. SEE SHEET M-7 DETAIL A. PROPOSE UL 0 KIT~H EXHAUST H OOD,~.,.tI;IXB~EE SHEET~- DETAIL A. 14- IN X 32 IN DUCT 3~SmOH~ TO 12 IN X 12 IN RISER. 14 IN X 44 IN DUCT IRANSITIONFU TO 12 IN X 12 IN RISER. KFFCt BLACK iRON Wll HOOD EXHAUST DUCT 18 GA, CONllNUOUS E](IERMAL WELDS. FIRST FLOOR KITCHEN EXHAUST REVISIONS OAT : 5/8/07 SCALE: NO 8C~4)~=E SHEET NUMBER: M-6 A~ U~AL ROOF CURS ~ EF ~NTED, HIN~ED AND INSULTED. ! C EXHAUST DUCT 18 GA. B~CK IRON wire CONTINUOUS E~ERNAL WEmS. INCANDESCENT ACC~S PANEL ~ SLOPED GR~E D~N / WEH REUOVAB~ CUP 33mN MIN U~IT~ COMBUSTIBLE W~L ~ DEFINED IN N~A 96 COOKIN~ EQUIPMENT DETAIL A: ~PICAL KITCHEN EXHAUST H~D CONSTRUC~ON · ~E D~WINGS B~ED 0N ~CH~C~L D~WIN6S REC~D 5/4/07. CO~CTORS: I ? I ,3 I 4 I 5 I § I 7 I B I ~ ~ 1D I 11 · INSULATION ALL MECHANICAL PIPING, BOl'rl SUPPLY AND RE3URN SHALL BE FULLY INSULAF. D AS OU~JHED IN ME SPECIRCA~ONS, PIPE PACKAGE JPIPINg PACKAGES SHALL BY FACTORY PROVIDED WITH AIR HANDLERS, PACKAGE SHALL INCLUDE ELECTROMECHANICAL ZONE VALVES, BALL-TYPE STOP VALVES AND STRAINER, ANU-1A AHU-1D THESE DRAWINGS BASED ON ARCHIECI1JRAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: COHTH..~"TORS SHALL P~RM '~RK IN A HEAT, PROFESSIONAL, WO~I4ANUKE ~N~ ~ ~ ~H~E TO ~E ~A~ BUI~O COPYRIGHT ~3 2006, DESIGN LEARNED INCORPORAIED THESE DESIGNS GND ~([~ ARE ERE PROPERLY OF DERI~N ESASN~ INCO~°ORATEI) AND RE PRERARED AS AR INSIRUMB~T OF SBERCE TO THE OWNER AT HIS REOUE~T. HYDRONIC BALANCING ALL HYDRONIC PIPINg FLOWS SHALL BE BALANCED TO WITHIN 10% OF THE DESIGNED ELOW RATE. COWLING S?GRAGE AHU-1E 1 IN 1 IN STORAGE 1.25 IN 6.8 CPM [] BOWLING 108 G 1 IN 3.4 CPM SFORAGE 18 GPM RISER TO BOILER PIPING MANIFOLD ON SECOND I SEATING IORC MACHIME ROOM 109 D CAFE 107 A IN 3.4 GPM ]1o D IN AHU-1F GPM LEGEND ZONE CIRCULATOR PUMP -- HOT WATER RETURN PIPING CIRCUI~ S~.l I~R --1 ' I ~IA~ HEAT CIRCUIT -- HOT WATER SUPPLY PIPINg 1.25 IN 8 GPM ~ SERV, COUNTER 107 O ENTRANCE 100 A CPM OFFICE 1 1.25 IN 8 CPM 1 IN 4 GPM TEEN CENTER 105 A ~rOMEN'R TOILET MEN'S NORTH CMILORER'S CENTER lOq A 1 IN 4 CPM Eo, DRAWN: ~ J APPR, ~Y:~ D^~E: 518107 SCALE: 1/8' = 1' O' SHEET NUMBER: M-8 IOOF CURB COORDINATION REFER TO ARCHI~EC~JRAL SHEDS FOR CURB TO ROOF DETAILS. AII ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE plACED ON VIBRATION ISOIA~NG MOUNIS, ALL CURBS SHALL BE FACTORY PROVIDED. ROC)F PENETRATIONS ALL ROOF pENETRATIONS SHALL BE PROPERLY FLASHED AND SEALE'D pER THE ARCHITECTURAL SPECIFICATIONS. INSUlATE ALL DUClWORK EXPOSED TO THE EmFUENIS TO R-8 MINIMUM. CONTRACTOR TO PREPARE A FLASHING AND SEALING SKETCH FOR PENETRAIIONS FOR SUBMISSION TO NTE ENGINEER PRIOR TO FABRICATION. REFER TO MECHANIC~ EQUIPMENT SCHEDULE FOR EQUIPMENT SUPPUED WiTH IHROUOH-BASE UllERY OFllON. FIRE SYSTEM INTEGRATION ALL HVAC EQUIPMENT SHALL BE INTEGRATED WiTH THE BUILDING WiDE FIRE ALARM SYSTEM AS REQUIRED. POWER AND CONTROL WIRING MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WiRING FOR HVAC EQUIPMENT. VERIFY POWER REQUIREMENTS Will-I GENERAL CONTRACTOR OR ELECTRICAL CONTRACTOR IN FIELD. FRESH AIR pER THE 2000 IMC, WTH NEW YORK AMENDMENTS. FRESH AIR IS PROVIDED ViA TRANSFER, OPERABLE WINDOWS AND BUILDING OPER NOS. RADIANT HEAT MARIFOLD AND CONTROLS MOUNTING LOCATION. SEE SHEET M2 CLCUIO0 (lYPICAL OF 2). 7 FOOT RADIANT OASEBCARD SECTtDN. MODEL CLCU1DO OYPICfl. FITNESS CENTER 5 EDOT RADIART BASEBOARD SECTIONS, ETERUNG MODEL f CLCUIO00'(PI~J- OF 2). / CONTROL GROUPS (~) ZONE 5 THERMOSTAT ~ ZONE fi II-IERMOSTAT (~) ZONE 7 THERMOSTAT (~) ZONE 8 THERMOSTAT DANCE TACO ZONE CIR)CUIATOR VALVE. S 16000, VILLAQE STORAGE OFFICE FOOT RADIANT BASE:BOARD SECTIONS. STERUNG MODEL CLCUIO0 (~1~ OF 3), BOIERR PIPING MANIFOLD AND CONTROLS LOCATION. SUBMIT SBOP DRAVflNO SHOWING lAYOUT. WITH OVERALL DIMENSIONS. ~ EF-4 MECH. RM 0 TOILE] OFFICE 2 KITCHEN ZONE ~6 ~ TOILET GALLERY ZONE 7 CRAFTS ZONE 8 LARGE MULTI PURPOSE CORDS COI, FERENOE ROOM 5 FO01 RP31~I 1~,SEROARD o,ou~oo m~ OF Z>. SECTIONS. S~RUNO MO6E, BEC~ONB. ~UNO MOD[L CLCUIO0 OYPICAL OF 3)' CLCUIO0 (IYPICAI- OF 6)' W~ THESE DRAWINGS BASED ON ARCHIIECIURAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: 1. CONTRAg'TORS SHALL ~ORM WORK IN A NEAT. PROFESSmONAg WERKMANUKE MANNE]~ ~ S1RICT A/)HE~mCE TO lliE STALE AND RRE ~ CCOES ~C~DI~ ~ R~ COD~ ~, SUpPLB4ENI~ CONIEAC~ORS A~E RENPOt'~IBLE FOR Oa~.NNIN~ ANY AND ALL BUILDIN~ pERMIIS AND APPROVAL ~ LOCAL AUll(O~mES. CONll)~'TOE~ ARE RESPONSlBL[ FOR PA'tiNG ALL CO~Eb'qlON FEES. 2. CONII~CTONS AN£ RESPORSt~LE ~OR VEI~R1NG AU. DIMENSIONS AND INSTALL~llON LOCAllONS. CONlli~CTORS SHALL NOllPt FOR ACTUAL pUECHANINS OF SPEClRED EQUIPiiEWE OR ~ EQUIPJEDT OFllONS, )HEN CONIEACTOR SHALL COWE~CT DENIGfl ESANNB) INCORPORAIEI) PffioR TO pURCHA.~. WE EESE)T~E 1)(E RIGHT TO R~ECT ANY SUBMFFFAL IN WHOLE OR IN pART. SUBMFFFAES AND CHANGES SHALL BE /iPPEOV~9 IN WRillNG ENOil DESIGX LFARNEN INCORPORAI~D. CO)II)~/JTORS SHALL P~ODUCE CBiJPLEIE, OFE~ABmK WORI(]N~ STSIDJS INCLUDIHO PLUMBNO, V/IRIN~ AOCENSO~ES, AND SPECIALllES RfllCH ARE NO~V~LLY AND CbsT1DMAR)LY A pANT OF l~E SPEClRED SES'I~{S. llHE CONIEALTOR S4~ALL CONT/CT DESI(Zq LEARNED INCOI~'~]R~IEI) IF ANY FORllOH OF A doR CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIRED BUT REQUIRED II~M. BEGINNINS V~)EN MEANS ACCEPTANCE OF lNENE CONDmONS, COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED REVISIONS DRAWN: KA~ J APPR. BY: DATE: s~; 1/8' - 1' SHEET NUMBER: M-9 OTES: 1.THE MEONANICAL CON.ACTOR SH~L DE RESPONSIBLE FOR ALL ItVAO OONTROES ,~ID CONTROL WIRING. ALL NEW OONTROL WIRING SHALL BE NUN IN ~ OR P~ CONDUIT. 2. THE ELECTRICAL CON]RACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING ARD POWER CONNECTIONS. 5. THE FIRST TEN F~ET OF SUPPLY AND R~URN DUCIWORK SHALL BE LINED WITH DUCT LINER INSULATION. SE[ MECHANICAL SPECIRCATIONS, 4-. EACH SUPPLY TAKEOFF SHALL HAVE ES OWN MANUAL VOLUME CONTROL DAMPER WNEI~ER SHOWN ON THE DRAWINGS OR NOT. 5. ~ AIR HANDLING EQUIPMENT SHALL BE MOUNTED ON OR SUSPENDED FROM THE STRUCTURE WITH RESIUENT HARDWARE SPRING ISOLATORS SHALL HAVE A ONE INCH STATIC DEFLECTION. 6. FLEXIGLE DUCIWORK SH/~LL BE LIMRED TO A MAKIMUM OF 5 rU:l FOR CONNECTrON FROM RIGID DUCT TO DIFFUSERS, INSTALLED NEATLY WRH PROPER HANGERS. 7, HANUEACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMm'ED TO THE ENGINEER FOR APPROVAL REGARDLESS OF DEVIATIONS. B. PROVIDE SHOP DRAWINGS AND CONTROL BAGP,.~JS FOR ALL SYSTEMS. r'o- © t - I " B-L I- ' I~'-~..' ~- ~ __~_~£ .~ o CONHEC~ONS ~ TO RRST ~OOR / :- SEE SHE~ ~2 FOR ~ ' I I ~~. · ;__ .... - BOILER ROOM PIPINO - NOT TO SCALE RADIANT' HEAT HANIFULD AND CONTROLS MOUN]]NG LOCATION. SEE SHEET M2 FOR D~'A&S 1 IN FITNESS CENTER il F 3/4- ~N i 2 GPM i 1 IN 4 OPM il TOILET VILLAGE RECORDS CONFERENCE STORAGE OFFICE ROOM ROOM 1 IN 4 GPM OFFICE 2 '1 1.25 IN B GPM : ARTS & ' ~ CRAFTS IN 1.25 IN 8 GPM HYDRONIC BALANCING ALL HYDRONIC PIPING FLOWS SHALL BE BALANCED TO W/THIN 10~ OF THE DESIGNED FLOW RA'~ Kil CFIEN 1 IN 4 OPM IN GPM 1.25 IN 8 GPM LARGE 1.25 IN MULTI PURPOSE 5 GPM 1 IN 4 GPM THESE DRAWINGS RASED ON ,~RCHrEC]YRAL DRAWINES RECET1ED 5/4/07. CONTRACTORS: COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED INSUI_ATION ALL MECHANICAL PIPING, BOTH SUPPLy AND REAJRN SHALL BE FULLY INSULATED AS OU~.INED IN THE SPECIFICATIONS. LEGEND ZONE CIRCULATOR PUMP ' ' -- HOT WATER RB1JRN PIPING CIRCUIT SETlER -- HOT WAIER SUPPLY PIPING RADIANT HEAT CIRCUIT NORTh/ REVISIONS DRAWN: KAN I APPR. BY: C~L DATE: 5~8~07 SC~_E: 1/8' = 1' O' SHEET NUMBER: M-lO I 2 I '~ NOTES: 1. ]IHE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WlRIND, ALL NEW CONTROL WIRING SHALL BE RUN IN E~iT OR PVC CONDUIT. 2. THE ELEC'IEICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING AND POWER CONNECIIONS. 3. TRE RRST lEW FEET OF SUPPLY AND REllJRN DUC1V~ORK SHALL BE UNED WITH DUCT UNER INSULATION. SEE MECHANICAL SPECIFICATIONS. 4. EACH SUPPLY TAKEOFF SHALL HAVE [TS OWN MANUAL VOLUME CONTROL DA~4PER WHETHER SNOWN DN NTE DRAWINGS OR NOT. 5. ALL AIR HANDUNG EQUIPMENT SHALL BE MOUNIED ON OR SUSPENDED FRDU THE STRUCIURE WmTH RESIUENT HARDWARE. SPRIND ISOLATORS SHALL HAVE A ONE INCH STATIC DEFLECTION. 6. FLEXIBmF DUCEWORK SHALL BE uUmIED TO A UANINUM OF 5 FEET FOR CDNNECllON ERO~I RIGID DUCT TO DIFFUSERS, INSTALLED NEATLY W~H PROPER HANGERS. 7. MANUFACTURER'S DATA SHEETS FOR ALL EOUIPt~ENT ARE TO BE SUBMllll~D TD THE ENBINEER FOR APPROVAL REGARDLESS OF DEVmAllONS. 8. PROVIDE SHOP DRAWINGS AND CONTROL DmAORA~S FOR ALL SYSTB4S. In~- u~Awihua ~:u ON ~CHiI:6¥dF'~L b~wiNG5 ~LU~IVCU We/U/. I 4 I D I 6 I 7 BTNESS CENTER PROVIDE Wl~ RACKDRAFT EXHAUST DUCT UP THROUGH ROOF. ROOF JACK AND BIRDSCRE~N. OFF ANY UNUSED POR)S DANCE STUDIO MECH. RM. gALLERY STORAGE VILLAGE OFF[CE RECORDS ROOM LEGEND REIURN/EXHAUSTDUClWORK EXHAUST BRILLE/RESISER RH12x12-EX 75 EH12x12-EX 75 TOILET CONFERENCE ROObl i 8 i o i 10 i 11 CONSTRUCT AND FLASH PROPERLY, PER ARCHF~CT. CURB IS NOT TO BE FASTENED TO SECONDARY X / ROOF STRUCllJRE -~' ICE AND WATER SHIELD, ------'-'---RUN FULL HEIGHT ~ ~ / UNDER FAN CURB PRESSURE TREAII~D 4-X~ / CURB SUPPORT, / CONNECT USIN~ LAGS BOLTS, / EPOXY ADHESIVE AND SMPSON / STRONg TIE COMPONENTS, SE. AL DUCT PENETRAIlON THROUGH / CONCRETE SUB-ROOR USE FLEXIBLE_~ - SIMPSON SIRONG TIE COMPONENTS SENJER TO ALLOW FOR MOVEMENT, ANCHOR TO EXISTING CONTRDE USING EPOXY ANCHOR FILL AND THREADED NOD. KITCHEN EXHAUST CURB DERAIL NOT TO SCALE OFFICE 2 :lml-lEN ARTS & CRAFTS LARGE MULTI PURPOSE NORTH REVISIONS DRAWN: KAN I APPR, BY: C~L DATE: 5/B/07 SCA~: 1/8' - 1' O' SHEET NUMBER: M-11 OMMERCIAL HOOD -HiA THE DESION CRITERIA SHOWN HERBN ARE UMllED TO THE KffCHEN HOOD ONLY. THESE REQUIREME3"~TS TAKE PRECEDENCE OVER OTHER DRAWINGS FROM THE VERDOR OR OTHER DESICNERS. HOWEVER THESE REOUIREUERIE DO NOT AFFECT ANY OTHER ASPECT OF THIS PROJECT EXCEPT THE KECHEN HOOD SYSTEM. THE CRIIERIA ARE BASED ON NF~A g6, 2000 INTERNATIONAL MECHANICAL CODE. AND THE NEW YORK STALE BUILDING CODE, FIRE SAFELY CODE, AND ALL APPLICABLE NEW YORK SUPPLEMENT AMENDMENTS. HOOD MUST DE UL 710 TESI~, USIED, AND APPROVED TO EXHAUST A MINIMUM OF 20O C~ PER UNE~ FOOT OVER $OD'F COOKING EQUIPMENT. DETAILS SHOWN ON THESE DRAWINGS SUPpLEl~4ENT THE INSTALLATION REQUIREMENTS SHOWN DN THE SUPPUER DRAWINGS. CODE COMPLIANCE THiS PROJECT INVOLVES THE CODE COMPUANCE AND DESIGN ISSUES FOR THE COMMERCIAL HOODS IN THE PROPOSED FISHERS ISLAND COMMUNIIY CENTER SNACK BAR AND BOMNUNllY KITCHEN ON FISHERS ISLAND IE~ YORK. SELEDlED NFRA 96 CODE COMPLIANCE ISSUES: WALLS MUST BE NONCOMBOSTIBLE OR THE HOOD MUST HAVE 18 INCH CLEARANCES PER SECTION 2001 NFRA 96 4.2,1, OR A 3 INCH CLEARANCE FROM UMITED-~OMBUSTIBLE WALL ASSEMBUES. CONSERUCTED OF METAL SllJDS AND 5/8 GYP. BOARD FOR THE HOOD TO BE LOCATED AS SHOWN. STEEL MUST BE 18 ~AUOE MINIMUM PER SEOIION 2001 NFPA 96 5,1.1 AND THE EQUIPMENT IS IN COMPLIANCE WELDS MUST BE UQUID lIGHT PER SECTION 2001 NERA 96 5.1.2 AND THE EQU)PMERT IS IN COMPLIANCE A RRE DAMPER IS NOT REQUIRED PER SECTION 2001 NFRA 96 5.3.¢.4 FlEE WALL PENETRATIONS ARE PROHIBRED PER SECTION 2001 N~PA 96 7.1.1 AND NONE ARE SHOWN AIR FLOW MUST EXCEED 1,200 FT/MIN PER SECTION 2001 NFRA 96 8.2.1.1 AND THE EQUIPMENT iS IN COMPLIANCE FUEL AND ~ICAL POWER MUST BE SHUT-OFF IN THE EVENT DF A RRE PER SE~llON 2DO1 NFRA 96 10.4.1 WITH t~ANUAL RESETS. SELECTED I~NAIIONAL MECHANICAL CODE (1996) COMPLIANCE ISSUES: EXHAUST DISSHAROE MUST BE 2 FT OR MORE ABOVE THE ROOF UNE OR ANY OPERINOS WITHIN 10 Fl' HORIZONTALLY PER SECTION 506.17. THIS [NCLUDES THE FRESH AIR INTAKE. THE CANOPY OF THE HOOD MUST B(TEND 0 INCHES BEYOND THE COOKING SURFACES AND BE NO MORE THAN 4 FT ABOVE THE COOKING SURFACES PER SECTION 507.10, THE AIRFLOW REQUIREMERI PER SECliON 507.12 IS NOT APPUCABLE BASED ON THE SECTION 507,1.1.1 EXEMPllON FOR UL 710 USlED HOODS.. THE MAKE-UP AIR MUST BE WITHIN I0 DEGREES OF THE AMBIENT KffCHEN TEMPERAIURE PER SECllDN 508.1.1. MAKE UP AIR PROVIDES SOLELY BY II~.ANSFER AIR. THE ~ MUST BE KIT( HFN HO0 ~ ~mU~ DUCT 18 B~CK IRON W~ co~mNuous ~N~ W~S. I I SECOND FLO0 K CHEN EXHAUST REVISIONS DRAWN: ~ I AJPPR. BY: ~ DA1DE: 5/8/07 SCALE: ~ I)CAU5 SHEET NUMBER: M-12 I 2 I ,t ~ 4 I ,5 I § I 7 I R ~ 0 I 10 I 11 GAS PIPE SIZING THE NE~ YORK BUILDING CODE INVOKES IFGC 2000. THIS CODE HAS BEEN USED FOR -~ PIPE SIZINO. LONGEST RUN FOR 0.5 PSIG PIPING iS 155 FT FROM ME I~L~L~. SIZES BASED ON IFRC ZOO0 TABLE 402.3(6) FOR A SUPPLY PRESSURE .5 FSI OR LESS WITH A 0.5 INCH W.C. PRESSURE DROP FOR 150 FT EQUIVALENT LENGTH. GAS PRESSURE SHALL RE REGULA~D TO 0.5 FSIG AT ~HE MEIER. ANY REARRANGEMENT OF EQUIPMENT WHICH CHANGES THE MAXIMUM EFFEC3]VE LENGTH OF ME GAS UNE WILL REQUIRE RESIZING OF THE GAS PIPING. QAS PIPE SUPPORT SPACING OF SUPPORTS SHALL NOT EXCEED 8 FED' FOR 3/~ N~D l-INCH PIPING, 10 FED' FOR 1-1/4-INCH OR I~ROER (HORIZONTAL) PIPING, AND B/ERY OTHER FLOOR FOR 1-1/4-INCH OR LAROER (VERllGAL) PIPINg. (2) 1000 GALLON PROPANE TANKS. INSTALLED CLEARANCES PER IFGC, 10 D` FROM BUILDING, 3FT BERGEEN TANKS. --'GAS FITNESS CENTER PIPE PROTECTION ALL GAS PIPING SHALL BE PNNED FOR WEATHER PROTECI]ON AFIER ALL ASSEMBLY AND TESRNG. GAS VALVES EACH PIECE OF GAS-FIRED EQUIPMENT SHALL BE PROVIDE/) WITH ACCESSIBLE. APPROVED MANUN_ SHUTOFF VALVE wrI~IN 6 FEET OF THE UNIT IN ACCORDANCE WITH THE IFC,(, 2000 REQUIREMENIS. 2 IN ~/z IN DANCE STUDIO STORAGE VILLAGE OFFICE MECH. TOILET TOILET GALLERY RECORDS ROOM CONFERENCE ROul OFFICE 2 ARTS & CRAFTS KITCNEN LARGE MULTI PURPOSE NORTH D^~: 5/8/07 SCALE: 1/6' - 1' O' M-13 1 I ? I ~ I 4. I ,5 I 6 I 7 I I] I @ I 10 I 11 Z Z DRAIN ~ ~ I__ I ~ COMPRESSED AIR OR NITROGEN o __ ,.-~ c IN ACCESSIBLE LOCATION d-, BLEED OFF ( , '" IFL TEMP SIGHT GLASS LP CONTROL ._.. ©. ; 'P(PICAL I'fPICAL ~PICAL BASEBOARD BASEBOARD BASEBOARD · P(PICAL COIL C!RCUIT CIRCUIT CIRCUIT ELECT. ~ GAS o I I I ~_ lEaP. "~ ~ ~ ~, ELECT. l I · ~ SUPPLY HEADER PLAN VIEW SCHEMATIC SUPPLY HEADER ~_~ ,- i I D<I ~ ~N ^CCESS~BLE LOC^Tm 115V, §OHZ, 1PH II ~ - GAS INLET m Z Z - __lOx,,, RETURN -- ~' r r r~ OUTLEI' XX XX XX XX ~ ~ ~/~ ,~ ~--- -- --,' J~]I ELECTRICAL EL 0 T m l15V, 60HZ, 1PR BASEBOARD BASEBOARD BASEBOARD 1~ / ~' i J GAS INLET ~ CIRCUIT CIRCUIT CIRCUIT ~-- CLEANOUT DRAIN -- - TO DRAIN ~ I I ~ ~PICAL COIL ELEVATION SCHEMATIC W [~:xd OA~E OR BALL VALVE NOTE: ALL PIPE TO BE BLACK ~ SIRAINEB GLOBE VALVE TEMP (,~ TACO ZONE CIRCULATOR PUMP, 16000 1750 RPM, 8-16 OPM, 25 FT HEAl) MAXIMUM J,/J CHECK VALVE + ~- ~~~[~,rJJlJJJ]llJ~4q.lllJ/i~lI~J~,R~l~i]l~'i~l~ J~I!IO~JL CONNE IOil F~S, ~ EXPANSION TANK - SUBMIT FOR APPROVAL AX ~. s~£~:n~ B^m $1810'1 M~I~'I~I~'[~I(]]~J~"~~-U'IR~Ti~. B~INNINO 1~3R /ASX AIR SEPARATOR - SUBMIT FOR APPROVAL SHEET NUMBER: ELECTRICAL SCOPE OF WORK GENERAL: THis SCOPE OF WORN IS A OENERAL GUIDE FOR THE ELECTRICAL BYSTE~S FOR THE FISHERS IS~D COMMUN~ CEA~ LOCATED ON FISHERS IS[AND, NOV YORK, THE ~LECTRICAL SERVICE TO THIS FACILOY SHALL BE A NE~ 20BY/120V, 3 pHASE, 4-WIRE, 600 AMP SERVICE, THE NEW SERV1CE SHALL BE CONNEUTED TO A 20BY/12OV, 5 PHARE, 4-WIRE, 600 AMP CT/METER CABINET THAT FEEDS AN EXTERIOR MCB MAIN DISTHIBUTION pANEL. THE FEEDER CONDUCTORS SHALL PENElRATE THE EXTERIOR WALL AND CONNECT TO INTERIOR 20BY/120V, MAIN LUG DISTRIBOllON pANELS AS WELL AS FEED THE ELEVATOR DIREC1LY. ELECI~ICAL CONIRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, FASTENERS, HARDWARE, AND WIRE FOR ALL ELECTRICAL DISTRIBUTION EQUIPMENT. ALL EXPOSED [NERIOR SERVICE AND BRANCH CIRCUIT CONDUCTORS SHALL BE IHHN./THIBV, 75 DEDREE COPPER CONDUCTORS ROUTED IN KilT, OR WIREMOLO AS APPROPRIATE. ALL INTERIOR CONCF. ALED BRANCH CIRCUIT WIRING SHALL BE THHN./THHW, 75 DEGREE, COPPER CONDUCTORS ROUTED IN SCHEDULE 40 PVC, OR ENT CONDUIT, OR MC CABLE. ALL EXTERIOR CONDUIT SHALL BE RIGID ME~AL. ALL CONDUITS SHALL BE PROVIDED AND INSTALLED WRH PULL CORDS, RECEPTACLES AND J-BOXER SHALL BE pROVIDE AND INSTALLED BY THE ELECTRICAL CONIR~CTOR TO SUPPORT ELECTRI~ MECBANICA~ AND PLUMBIND EQUIPMENT AS REQUIRED AND SHOWN ON THESE DESIGN DRAWINGS. COORDINAI[ ROUllNO, FTT AND RNISH OF WlREMOLD WITH ARCHITECT. ANY FIRE RATED WALLS THAT ARE PENETRATED SHALL BE CAULKER AND SEALED PROPERLY TO ALL STATE AND LOCAL BUILDING CODES. ALL CONDUIT AND PULL BOXES SHALL BE ABOVE CE1UNO OR INSIDE RNISHED WALLS WHERE APPLICABLE. PROV1DE ALL CONNECTORS, FASTENEDS, AND HARDWARE TO CREATE A SECURE AND NEAT INSTALLATION. ALL PANELS, CONDUIT RUNS, J-BOXED, AND WIRE SHALL BE PROPERLY LABELED. ALL INTERIOR UGHTING SHALL BO PROPERLY SCHEDULED AND INSTALLED TO SUIT THE ENVIRONMENT IT BAS BEER DESIGNED TO SUPPORT. ALL WIRING FOR INTERIOR LIGHTING FIXTURES SiAfl-E SE IN EMI' OR WIRWEMOLD. COORDINATE WR1J ARCHITECT AS NECESSARY, EXTERIOR BUILDING MOUNTED EN1RY LIDHllNG SHALL BE OF A 1YPE TO GUIDE PEOPLE WALKING SAFELY TO THE FACIUllES ENTRANCE AND EXIT DOORS. EXTERIOR UGH~ SHALL BE CONNECTED TO, AND CONTROl I FD BY A 7 DAY 24 HOUR llMER EWITCR, TELECOMMUNICATIONS SYSTEM SERVICE TO THIS FACluTY SHALL BE CONNECTED TO A TELEPHONE BLOCK, AND PROV1DED BY THE ELECI~ICAL CONIITACTOR. THE N~ TELECOMMUNICATION BLOCK SHALL BE MOUNTED ON A NEV/ 4 FOOT HIGH BY 4 FOOT WIDE BY 3/4 INCH THICK EXTERDR GRADE PL'A*/OOD BACKBOARD SECURELY FASTENED, PAINTED BLACK, AND LOCATED ON A WALL INSIDE THIS FAClLRY. TELEPHONE WIRE SHALL BE ROUTED FROM THE TELECOMMUNICAllON BLOCK TO THEIR IESPECTIVE LOCATIONS. TELEPHONE WIRE SHALL BE IN ~ OR PVC SCHEDULE 40 CONDUIT AND NEATLY LABOLED. EMERGENCY S'G'TEMS SHALL BE INSTALLED THROUGHOUT THIS FAClLDY. ALL COMPONENTS SBAU. BE WIRED BACK TO THE NEW FIRE Ab~RM CONTROL PANEL (F.A.C.P.) LOCATED ON THE WALL iNSIDE THE FRONT ENTRANCE. A KNOX BOX SBALL BE INSTALLED IN THE ENTERIOR WALL OF THIS FACILOY JUST OUISIDE THE FRONT ENTRANCE. THE KNOX BOX SHALL BE COORDINATED AND INSTALLED PER THE FIRE MARSBAL'S SPECIFICAllONS. EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE INSTAIIFD AND LOCATED TO LEAD PEOPLE QUICKLY AND SAFELY TO THE NEAREST EGRESS ABND BUILDING EXff. ALL EXIT DOORS SHALL DAVE AN ADJACEMT FIRE ALARM MANUAL pULL STATION INSTAI)Fn. HRAT DETECTORS SHALL BE INSTAI iFD IN BATHING ARm, )N ~DOUS AN~, AND ANOVE ACCESSIBLE CBUN~. SMOKE DEIECTORS SBALL BE INSTAI..LIrD ON DEILINCS IN GENERAL ANEAB SUCH AB, WAR1ND AREAS, LOBBIES, OFRCE AREAS, VESllBULES, OR ENlBY AREAS. THE COMMERCIAL KITCHEN HOODS SHAll BE IN1ERLOCKED W~ THE FACP AS WELL. ALL DEBRIS SHALL BE REMOVED FROM INSIDE pANELS, ALL CONNECTIONS SHALL BE SECURELY FASTENED, AND ALL PANELS, CONDUIT, J-BOXER, AND WIRE SHALL BE dEATLY LABELED TO CREATE NEAT AND CI.D~ OPEBA~NC 5'GTEMS. ALL ENCLOSURES SBALL HAVE NAMEP[A~S. THE ELECTRICAL CONTRACTOR SHOULD PLAN ON iNSTALLING RECEPTACLES AS NOTED ON THESE DRAWINGS. OTHERWISE INSTALL RECEPTACLES AS REQUIRED BY THE N.E.C. ARD AUTHORDY HAVINC JURISDIC~ON. FIRE ALARM S'GTEM INCLUDES SMOKE DETECTORS, pULL STATIONS, HORNS, S~ROBES. AND HORN/SqROBO COMBINATION, GENERATOR ALTERNATE !LECIRICAL CONIRACTOR SHALL PROVIDE AN ALTERNATE PRICE OF A lO0~ GENSEr, PROPANE RRED, WITH ATS CONFIGURED FOR ELEVATOR IN~RFACE. MARUFACTHRER MAY BE KOHLER OR APPROVED ALTERRATE. ELECTRICAL PANEL SCHEDULE NOTE ELECTRCAL CONTRASTOR SHALL NOT PROVIDE CIRCUIT BREAKERS FOR UN-USED SPACES SH~s.V~N ON THE PANEL SCHEDULES. PROVIDE AND INSTALL BLANK pLATES IN ALL UN-USED SPACE . DO NOT INSTALL WORK WITHOUT APPROVED SHOP DBAWINOS, SHOULD THE COMERACTOR PRODEED WlTHO~ SUBMRTALS AND APPROVALS OF SUBM~ALS, ANY COSTS INCURRED TO CORRECT PROBLEMS THAT COUED BAVE BEEN CORREC1ED BY SUBMISSION OF SAID DRAWINGS SBALL BE THE RESPONSIBIER~ OF THE CONIRACTOR, EVEN IF SUCH CORRECITON IS ABOVE THE CON1RASTORS ORIGINAL CONII~,AUT RESPONSIBIUTIES, LIGHT FIXTURE SCHEDULE NOTE REFER TO THE FIRST FLOOR LIGHTING LAYOUT SHEET (E-6) FOR LIGHTIRO QUANTH1ES AND SPECIFICATIONS SPECIFICATIONS MANUFACTURER'S DATA SHEETS FOR ALL SPECIFICA~ONS ARE pROVIDED IN A-SIZE FORMAT AND ARE PART OF THIS CONSTRUCTION DRAWING S~m ~ EQUIPMENT ARE TO BE SUBMll-rED TO THE is THE RESPONSIBIERY OF ALL CON]RACTORS TO RERU ANO UNDERSTAND ALL SPECIFICATIONS BEFORE BIDDING AND BEFORE BEGINNING WORN. CONTRACTORS WILL BE HELD TO THE SPECIFICATIONS ARD ENGINEER FOR APPROVAL REGARDLESS OF DRAWINGS. WE wJmm NOT APPROVE ANY CHAROED, REWORK, SUBSTITUTIONS, OR OMIGS[ONS DUE TO THE CONII{ACTOR'S FAILURE TO FOllOW THE SPECIFICAIDNS. DEVIATIONS. PROVIDE SHOP DRAWINGS ANID CONTROL DIAGRAMS FOR ALL SYSTEMS. CALL FOR AID SYMBOL U~mHiiuN MRF MODELNO. SPEC. (SI MOUNTING QIY NOTES (~ AID pumm SWITCH TEk'TONE SFl17/28 RECESSED/WALL 4 BATHROOM ~- AID UGHT & BUZZER TEk'TONE J123B SURFACE/WALL ¢ BATHROOM CORRIDOR ] TRANSFORMER TENTONE SS106 SURFACE/WALL 4 CALL-4-AID SYSTEM SUPPORT THESE DRAWINGS BASED ON ARCHITECTHRAL DRAWINGS RECEIVED 5/4/07. CON1RACTORS: 1, CONII~ASFORS SHALL p~ORM WORK It( A NEAT, p~OFOSS[O~ WORKMANUKE MANNED ~ ~ ~H~ ~ ~E ~A~ BUI~ING COPYRIGHT (~ 2006. DESIGN LEARNED INCORPORATED ~D SD SD SD SD SD SD H H H H H H H F.A.C.p, [~ [~ IN ACCORDANCE WHFI N.EPA. 72, SECTION 4-B.&2.1.6.1. ~'/0 TELEPHONE LINES ANE REQUIRED TO SUPPORT DACT THANSMIGSION CHANNEER. RO~ ~CH UNE IN SEBA~ CONDU~ ~D IN D~P~E~ DIRECTIONS ~ SHOWN ON ~COMMUNI~ON D~WING FOR ~m ~ ~ PURPOSES. S BOL LEGEND NO~: 1. THIS IS ~ ~DR~B~ ~EM, FIRE ~M D~G~M IS JU~ A GEN~ GUIDE, CO~CTOR S~ PR~DE ~D IN~A~ ~ RRE ~M EQUI~ME~ PER N.E.C. AND N.F.P.~ REQUIREMENt, ~ RRE ~M COBOL P~EL ~D TO U~UFAC~R~'S INS~U~ONS. ~ SMOKE D~E~OR 2. CO~OR SBA~ CONNECT ~L N~ RRE ~R~ EQUIPME~ TO ~E N~ RRE A~RM COBOL P~EL (EA,C.P,), 5. CO~TOR S~L COORDI~ ~E MOU~NG OF ~L FIRE A~RM EQUIPM~ Wl~ ~L ~ES FOR BUI~IBO ~MS COORDI~ON, ~ RRE INDICTOR ~RCOE UG~ ONLY (NO HORN) 4. ~N~TOR S~ PRO, DE AND IN~ ALL REDUI~D ~P~SION ~OS, MODU~S, F~N~S, CONNECTORS, MOOING H~DWARE, ~D A~ 0~ REQUIRED ACC~ORIED TO CR~ A N~T ~ M~U~ ~RM ~A~ON ~ C~ OPE~NG FIRE A~M ~. ~ END OF UNE R~i~OR 5. E~i~ CON~CTOR SHA~ PROVIOE ~D ~NST~ DUCT D~GRS IN ~ SPECIFIED ON ~E D~WINGS, ~D S~L BE INkeD IN ~E' SUPPLY SIDE OF AIR DI~RIB~ON S~MS ~NG A DESIGN ~AC~ OF 20~ C~ OR GR~, UPhaM OF A~ RLT~S, ~U~ NR CONNE~ONS, O~OR AIR CONNEC~ONS, OR DECO)~AMiNA~ON EQUIPME~ ~D ~P~CES. ~ FIRE INDICTOR HORN/~OBE LIGHT CODRDI~ W~ MEC~NI~ CO~OR FOR ~ DUCT D~CTOR LOtiONS. SEE DU~ D~E~OR EDISON D~N~ 6. CO~CTOR S~ ~E PR~SlONS TO CONNE~ F~C.P, A~O~C SH~O~ SEQU~CE I~ERFAC~ TO MEC~IC~ ~ UN~, INCLUDING S;H~OWN OF F~S ~D DE-~E~IZING ~ ~ H~T D~CTOR ~A~D ~PERS. BAKE ~EDE PR~S[ONS P~ ~L ~ON~ ~D ~A~ CODES, AU~ORI~ ~NG JURiSOIC~ON, ~D ~UF~RER'S INS~U~ONS. 7. QU~ OF SMOKE ~D H~T D~ORS ~Y V~ DEPENDE~ ON ~NUF~RER'S SP~ING SPECIR~WONS B~N ~CH D~OR, ~D A~HORI~ HAVING JURISD[~ION, FIRE A RM RISER DIAGRAM RECEPTACLE SCHEDULE CAl..LOUT SYMBOL ~CC ~ 208V 2P 2W GND 7 AHU ~ 208V 5P 4W GND 6 CFA CPD © 120V 1P 2W GND 2 CP-QUAD t,~ 120V 1P 2W GND 1 O u~ 120V 1P 2W GND 40 DW ~ 120V 1P 2W GFCI, GND 1 208/120V 2P WP, GFCI, GNU 1 DW-COM :~ 5W EF-1 © 120V 1P 2W GND 1 EF-2 ~ 120V 1P 2W GNU 1 EF-3 © 120V 1P 2W GND 1 ~F-4 G) 120V 1P 2W GNU 1 208/120V 2P GNU 1 EF-5 ~ 3W 208/120V 2P GND EF-6 ~ 3W ELEV FACP © 120V 1P 2W GND GB © 120V 1P 2W GFCl, GND 2 GFQ © 120V 1P 2W GFCI, GND 11 JBOX ~ 120V 1P 2W GND 1 208/120V 2P GND 1 MR. SLIM © QUAD :~ 120V 1P 2W GND 16 QUAD GFCI :~ 120V 1P 2W WP, GFCI, GND 1 1 208/120V 2P 7 SPECIAL ~ 5W STANDARD ~ 120V 1P 2W GND 49 REVISIONS O WN: KAN 1 Ca. Sl81O7 SHEET NUMBER: E-1 1 I 2 I ,) I 4 I ,5 I fi I 7 I fl I ,9 I 10 I 11 MDP VOLTS 206Y/120V 3P 4W BUS AMPS 660 NEUBRAL 100% ROOM MOUN31NG SURFACE FED FROM U~LIB~' NOTE KT CKT # BKR CIRCUIT DESCRIPTION 1 60/2 PANEL ART 5 I 5 100/3 PANEL HVAC ; 12'5/2PANEL jC9 I 15 100/3 PANEL KIT ~7 16 I 21 / 20/2 J RECEPTACLE KVA LOAD CKT CKT A I BiD ~ BKR 2.9 I 2 100/3 3.61 4 I 5.4 6 I 6.07 8 20/3 4.94 lO I s.o 12 I 8.04 14 100/2 4.1 16 I 2.6 18 30/3 3. g2 I 26 [ 1 1 2 201/1 CONN. KVA CALC. KVA AIC 22,000 MAIN BKR MLO LUGS STANDARD CIRCUIT DESCRIPTION PANEL SPACE PANEL U~UTY ELEVATOR SPACE TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE CONN· KVA CALC. KVA UGHTINB 17.1 21.3 (125%) CONTINUOUS 0 0 LARGEST MOTOR 8.3 10.4 (125%) HEATING 0 0 OTHER MOTORS 3.57 3.57 (100%) NONCONTINUOUS 6.5 6.5 RECEPTACLES 49.5 29.6 (50A~>1 O) KITCHEN EQUIP 0 O NONCOIN/DIVERSE 0 O TOTAL KVA 8~.9 71.5 BALANCED TI~REE PHASE AMPS 199 BWL KVA LOAD 6 10.5 8 61 2 77 ' 2.77 · 2.77 0 301 1231 176 025%) 060%) (lOO 0 (H/A) (N/A) ROOM MOUNTING SURFACE FED FROM MDP NOTE CKTI CKT # I BKR CIRCUIT DESCRIP31DN 1 20/ QUAD RED 3 20/ 2OSV, 2-POLE, 3-WIRE '~ 201/ SPACE 13 120/ SPACE 15 20/ SPACE 17 2O/ SPACE 1 g 12O/ SPACE 21 /20/ SPACE 23 20/ SPACE VOLTS 206Y/120V BP 4W BUS AMPS 100 NEUBRAL 100% AIC 22,000 MAIN BKR MLO LUGS STANDARD KVA LOAD CKT CK1 0.6 4 20/ 8 20/ 0 12 20/ 14 20/ 16 20/ 0 18 20/ 20 20/ o (125~ o (lOO~ 5.52 (50%>10) CIRCUIT DESCRIPTION QUAD RED 20SV. 2-POLE, 3-W1RE 20BY. 2-POLE. 3-W1RE SPACE SPACE SPACE SPACE SPACE SPACE SPACE TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE CONN. KVA CONN. KVA CALC. KVA LIGHTING 0 CON11NUOUS 0 0 (125}) LARGEST MOTOR 0 HEAI~NG 0 0 (100}) OTHER MOTORS 0 NONCONTINUOUS 0 0 (100~ RECEPTACLE5 5.52 KITCHEN EQUIP D 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 5.52 5.52 BALANCED THREE PHASE AMPS 15.5 KVA LOAD ROOM MOUNTING RECESSED EDFROM MDP NOTE VOLTS 208Y/120V 3P 4W BUS AMPS 100 NEURAL 100% BKR i CIRCUIT DESCRIP~ON STANDARD RED STANDARD REC STANDARD RED STANDARD RED STANDARD RED STANDARD REC SPACE FOOD DISPOSER DISHWASHER SPACE SPACE CONN. KVA LIGHTING 0.512 LARGEST MOTOR 0 OTHER MOTORS 0 RECEPTACLES 5.16 KVA LOAD CKT CKT A B C # BKR 0.18 2 20/1 0.18 4 20/1 0.16 6 20/1 I 0.18 B 20/1 0.18 10 20/2 o.16 12 i 0 14 20/2 0,72 16i 2.5 16 20/2 2.5 20 I 0 22 20/1 0 24 20/1 I CALC. KVA O.S4 (125%) 0 (125%) 0 (100~') 6.16 (8o}>1o) AID 22.000 MAIN BKR MLO LUGS STANDARD CIRCUIT DESCRIPTION STANDARD REC STANDARD REC GFCl RECEPT GFCI RECEPT 208V, 2-POLE, 3-WIRE 20BY, 2-POLE, 3-WIRE 208V, 2-POLE. 3-WIRE LISH~NG SPACE TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE CONN. KVA tALC. KVA CONTINUOUS 0 0 025%) HEATING 0 0 (100%) NONCONllNUOUS 5 5 (100%') KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 10.7 10.6 BALANCED THREE PHASE AMPS 30 ART ROOM MOUNTING SURFACE FED FROM MDP NOTE # BKR I CIRCUIT DESCRIPTION 5 20/1 SPACE 7 20/1 SPACE 9 20/1 STANDARD EEC 11 20/1 GFCI RECEPT, STANDARD REC 13 20/1 UOHTING 15 20/1 SPACE 17 20/1 SPACE 19 20/1 SPACE 21 / 20/1 I SPACE CONN. KVA LIGHTING 2.31 LARGEST MOTOR 0 OldER MOTORS RECEPTACLES VOLTS 208/120V 2P 3W BUS AMFS 60 NEUBRAL 100} KVA LOAD ,54 36 28 CALC. KVA 2,8S (125%) o 025}) o (lOO > 4.5 4.5 (50}>10) 2 20/1 4 20/1 6 2o/1 s 2o/1 lO 2o/1 12 20/1 14 20/1 16 20/1 18 20/1 2020/1 22 20/1 2412o/1 AmC 22,000 MAIN BKR MLO LUGS STANDARD CIRCUIT DESCRIPTION QUAD RED. STANDARD REC Duplex Eec, STANDARD REC QUAD RED Duplex Rec. STANDARD REC STANDARD RED SPACE SPACE LIGHTING SPACE SPACE SPACE SPACE TOTAL CONECTED KVA BY PHASE TOTAL CONECTED AMPS BY PHASE CONN. KVA CALC. KVA CON31NUOUS 0 0 (125%) HEATING 0 0 (100%) NONCONTINUOUS 0 0 (100~ KITCHEN EQUIP 0 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 6.61 7.39 BALANCED PHASE AMPS 35.5 KVA LOAD JC ROOM MOUNTING SURFACE FED FROM MDP NOTE VOLTS 208/120V 2P 3W BUS AMPS 125 NEUTRAL 100} KVA LOAD CIRCUIT DESCRIPTION AID 22,000 LIGH~NO STANDARD RED STANDARD RED STANDARD REC QUAD RED, STANDARD REC GFCI RECEP% QUAD RED, STANDARD REC OFCI RECEP~ QUAD RED, STANDARD REC STANDARD REC QUAD REC, STANDARD RED STANDARD REC Duplex Rec, QUAD REC LIGHTING LIGHTING LIGHTING SPACE SPACE SPACE SPACE SPACE SPACE SPACE MAIN BKR MLO LUGS STANDARD CIRCUIT DESCRIPTION SPACE UOHTING SPACE UOHTING UGHTING LIGHTING LIGHTING DEDICATED ELE~ JBOX LIGHTING LIGHTING LIGHTING SPACE SPACE SPACE ~RE ALARM SYSTEM SPACE SPACE SPACE SPACE SPACE SPACE CONN. KVA CALC. KVA LIGHTING 9,19 11.5 (125}) CONTINUOUS 0 0 (125~ LARGEST MOTOR 0 0 (125}) HEA11NG 0 0 (100}) OTHER MOTORS 0 0 (100}) NONCONTINUOUS O 0 (100~ RECEPTACLES 6.88 6.88 (50}>10) KITCHEN EQUIP 6 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 16.1 18.¢ TOTAL CONECTED KVA BY PHASE TOTAL CONECTED AMPS BY PHASE CONN. KVA CALC. KVA BALANCED PHASE AMPS 88.3 VAC UTILITY KVA LOAD ).64 ) %5 ) ] LO3 1.34 0.832 0 0 0 0 ROOM MOUNTING RECESSED FED FROM MDP NOTE VOLTS 208Y/120V 3P 4W BUS AMPS 100 NEURAL 100} KVA LOAD AIC 22,000 MAIN BKR MLO LUGS STANDARD KVA LOAD ROOM MOUNTING SURFACE FED FROM MDP NOTE CIRCUIT DESCRIPTION RECEPTACLE QUAD REC QUAD REC QUAD RED RECEPTACLE RECEPTACLE RECEPTACLE EXHAUST FAN ~, EXHAUST FAN #2 SPACE SPACE SPACE SPACE SPACE SPACE CONN. KVA CALC. KVA LIGHTING 0 0 (125~') LARGEST MOTOR 1.16 1.45 (125%) OTHER MOTORS 1.25 1.25 (100%) RECEPTACLES 1~1 12 (50}>10) CIRCUIT DESCRIPTION SPACE ef-5 ef-6 SPACE RECEPTACLE RECEPTACLE RECEPTACLE SPACE SPACE SPACE SPACE SPACE TOTAL CONNECTED KVA BY PHASE TOTAL CONNECTED AMPS BY PHASE CONN. KVA CALC. KVA CONTINUOUS 0 0 (125~) HEATING 0 0 (100~) NONCONTINUOUS 0 0 (100%) KITCHEN EQUIP D 0 (N/A) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 16,5 1~7 BALANCED THREE PHASE AMPS 41 CIRCUIT DESCRIPTION Duplex Rec Duplex Rec Duplex Rec Duplex Rec Duplex Rec Duplex Rec Duplex Rec Duplex Rec STANDARD REC QUAD REC, STANDARD EEC Duplex Rec, ~UAD REC, STANDARD RED EOH~NO GFCI RECEP~ STANDARD EEC FOOD DISPOSER LIGH~NO SPACE SPACE SPACE SPACE SPACE SPACE VOLTS 208/120V 2P 3W BUS AMPS 100 NEUIRAL 100% KVA LOAD CONN. KVA CALC. KVA LIGHTINO 5.04 6.3 (125~) LARGEST MOTOR 0.58 0.725 (125~) OTHER MOTORS 0.58 0.58 (100~) RECEPTACLES 11.4 10.7 (50}>10) AIC 22,060 MAIN BKR MLO LUGS STANDARD CIRCUIT DESCRIP310N STANDARD RED ef ~3 Duplex Rec OFCI RECEPT OFCI RECEPT QUAD REC, STANDARD REC QUAD RED, STANDARD REC QUAD REC, STANDARD REC LIGHTING OFCI RECEP~ QUAD RED, STANDARD RED LIGHTING LIGHTING DISHWASHER LIOHTINO SPACE SPACE SPACE SPACE SPACE SPACE SPACE TOTAL CONECTED KVA BY PHASE TOTAL CONECTED AMPS BY PHASE CALC. KVA CONN. KVA CONTINUOUS 0 0 (125%) HEATINO 0 0 (lO0}) NONCONTINUOUS 1.5 1.5 (100%) KITCHEN EQUIP 0 0 (N/A) NONCOIN/DI~4~RSE 0 0 (N/A) TOTAL KVA 19,1 1S.S BALANCED PHASE AMPS 95.2 ~ESE DRAWINGS BASED ON ARCHITEC~RAL DRAWlNOS RECEIVED 5/4/07. CONTRACTORS: 1, COH~R~CTORS SH~LL PERFORM Y~]RK IN A NEAT, ~lOf~L V/O~W/~LI~ IMNNER ~ S]RIC'f N)~E TO Tile STAR BUIU]IN$ NOTES: 1. CONTP~CTOR SHALL PROVIDE AND INSTALL A~ MOUN]BNG HARDWARE AND ACCESSORIES NECESSARY TO COMPLE~]~ TiS INSTALLATION. 2. CONrRAC10R SHALL PROV1DE AND INSTALL ALL COPPER BUSES, NEIflRALS, BOLTED GROUND BARS, NEMA BOXES, STANDARD VENBED TRIMS, AND AU. NAIdEPLATES (WITH MAffilC BACK), 3. USE ABOVE USIEO EE~S OR EQUNALENT. SUBMIT ALL AL1ERNATIVES FOR APPROVAL. 4. ALL CONDUCTORS MUST BE 75', COPPER, THBN/IHWN, UNLESS OTHERWISE SPECIFIED. KVA LOAD A I S d REVISIONS DRAWN: KAN ) APPR. BY: C~L DA : SC Z: 1/8' = t O" SHEET NUMBER: 2 NAMEPLATE OYPICAL) L I NOTE: INCLUDE 1YPEWRFFiEN pANEL SCHEDULE INSIDE ALL ELECTRIBAL PANELS. TAPPING SCREWS ), 5/32 INCH LLnERS I- 3 IN~~ DESiG~iiON STANDARD COLORS: I. NORMAL POWER - BLACK BACKGROUND, WHF~[ LEITERS 2. EMERGENCY POWER - RED BACKGROUND, WHILE LEl~R)NG NAMEPLATES ARE REQUIRES ON ALL pANELBBARUS, STARTERS, DISCONNECT EWITCHES, RELAYS AND JUNCTION BOXES GREATER THAN 4- 11/10' SQUARE. ALSO PROVIDE NAMEPLA1ES ON BRANCH BREAKERS OF DISIRIBUTION PANELS. (NO S~) NAMEPLATE DETAIL WALL ASSEMBLY NOTES: FORMING MATERIAL MINERAL WOOL MIN. DENSIIY OF 4-,4- PCF FIRMLY PACKED WITHIN THE OPENING TO A NOMINAL THICKNESS OF 3' FOR FLOORS. FOB WALLS, THE MINERAL WOOL SHALL BE CEHTERED IN THE OPENING. FIL~ VOID OR CAVO~ MATERIAL*-FILL MATERIAL THAT IS IITOWELED INTO THE OPENING TO A MIN. THICKNESS OF 1/2' [N ACCORDANCE Wlll~ THE ACCOMBANY)RO INSTALLAllON INSTRUCTIONS. IN WALLS, THE F1LL MATERIAL SHALL BE INSTALLED ON BOTH SURFACES OF THE OPENING. * BEARING THE 'UL" CEAGSIF1CAITON MARKING (NO SCAU FIRE STOP DETAIL NOTES: 1. IN ACCORDANCE WITH N.E.C. SECllON 250-52, PROVIDE AND INSTALL lWO GROUND RODS AT LEAST 8 FEET LONG AND (~ ~1 AP~, LOCALE AGAINST THE D(IERIOR WALL. BOND GROUNDING RODS TO GROUNDING BUS IN ELEClTIICAL pANEl_ GROUND RODS MUST HAVE AT LEAST I) ~1 OF LENGTH IN CONTACT WIITt THE SOIL, 2. ALL PIPE AND ROD ELECIRODES MUST HAVE 8 FEE[ OF LENGTH IN CONTACT WITH SOIL REGARDLESS OF ROCK BOT[OM IN ORDER TO ENSURE THAT THE UPPER END OF THE ELBCIEODB IS FLUSH WITH OR BELOW GROUND LEVEL UNLESS THE ABOVEDROUND PORTION IS PROTECIED AGAINST pHYSICAL DAMAGE. 3. IN ACCORDANCE WITH N.E.C. SECllON 250-104, STATES THAT THE INIERIOR METAL WATER PIPING SYSTEM SHALL BE BONDED TO l~lE SERVICE EQUIPMENT ENCLOSURE, THE GROUNDED CONDUCTOR AT THE SEI~/1CE, THE GROUNDING ELECl~ODE CONDUCTOR WHERE OF SUFfiCIENT SIZE, OR TO THE ONE OR MORE GROUNDING ELECTRODES USED. PROVIDE CLAMPS SUITABLE FOR DIRECT BURIAL OR EXOTHERMIC WELD. - ~ III HOT LESS THAN 6FT. -- I -- I ! , -' I I ,1, (;ROUNDING DETAIL FUSE NOTE: WITH EE, IECllON IYPE FUSE HOLDERS. NOTE: ALL BREAKERS, FUSES AND pANELS ARE EDmm BAIEO, SERtED BAITNG IS NOT ALLOWED FOR THIS PROJECT. EXISllNG UITUTY /-- POWER POLE UITUlY PAD MOUNT~ ~SFORMER CONTACT RSHERS ISLAND ELECTRIC COMPANY FOR SPECIF1CAITONS I-UNB MDP p,ANELBOARD (ENTERIOR) WITH MNN CIRCUIT BREAKER SQUARE D QO1M4009-C BOX CAT# NH68 FRONT CAT ~ MHC6BVF/S PROVIDE AND INSTALL A UllUIY APPROVED MElER SOCKET WITH DBCONNECT 5/D" X 10/ LONG OROUND ROD ELEVATOR CONNECllON COORBMAIE WITH MANUF ITURER ® · -~ I"C. 1~2 TO COLD WATER MPE SYSTEM MAIN LUG 208Y/12OV, 1¢, 3-WIRE §DA 24 SPACE PANEL THESE DRAWINGS BASED ON ANGHRECITJRAL DRAWINGS RECEIVED 5/¢/07, CONTI~ACTORS: COPYRtGHT ~ 2SO6, DESIGN LEARNED INCORPORATED ~/- CONDUIT PROVIDE AND INSTALL UNDERGROUND RED TAPE / ~ \ SERVICE (MANUFACTURED BY SERVICES AND MATERIALS CO.), ( ,.-..[ . ~--------~ GROUNDED ~/ CONDUCTOR 12 INCHES BELOW GRADE, ~SBRVICE FINISHED GRADE ~ ~ / BACKF1LLED EARTH CONDUCTOR ~ CRUSHED STONE~ '~' -- 1. PROVIDE AND INSTALL PULL CORDS IN ~ ~BAND CONDUIT RUNS. 2. EACH CONDUIT SHALL HAVE 3 CONDUCTORS. FOR THE IO00AMP SERVICE 5 (550 KCMIL) SERVICE pHASE CONDUCTORS. 1 (~50 KCMIL) SERVICE GROUNDED CONDUCTOR. SEE CONDUIT DE[AIL 5. SERVICE CONDUCTORS SHALL BE THHW 75' C COPPER CONDUCTORS. ENIP&NCE CONDUII m -NCH DETAIL FEEDER SCHEDULE ",-,'-, ~R N~ CC~[~Iff AND FEEDER i"r_J~NG 'T;, ~ IDEVICE8 80 ,~ 1-1/¢C, 3~, ~4N, ~6 ART 100 ~ 1-1/2"C, 3~1, ~IN, ~G B~ HVAC, KIT mo TH, 125 ~ 1-1/2"C, 2{1/0, ~/ON, ~C JC 600 ~ (2)5"C, 5~550kcmil, ~550kcmilN, ~2/OG ~OP SIZING METHOD: COPPER, 60'C #12 THROUGH #1, 75"C 1/0 AND ABOVE BWL HVAC MAiN LUG M/~N LUG 20BY/12OV, 20BY/120V, ~e, 4-WIRE, 3¢, 4-WIRE, IOBA IOOA 24. SPACE 24. SPACE I PANEL PANEL KIT UllUIY MAIN LUG MAIN LUG 20BY/120V, 208Y/12OV, 3¢, 4--WIRE, 1¢, 3-WIRE, 1CS A 100 A 24- SPACE 42 SPACE PANEL PANEL JC k~dN LUG 20BY/12~, 1¢, 5-WIRE, 12BA 4-2 SPACE pANEL GENERAL NOTES: 1. PROVIDE AND INSTALL A NEW 20BY/120V, 5-PHAS~ 4-WIRE, 600 AMP MAIN DISIRIBUllON PANEL LOCAIED AS SHOWN tN THESE DRAWINGS. 2. ELEClRIC~L CDNIRACq-OR SHALL PROVIDE A I~PEU BRANCH CIRCUIT WIRING LIST FOR EACH PANEL SUPPORTING THIS INSTALLAllON AND COPY THE OWNEN AND DESIGN ENGINEER. BE SURE EACH SUPpORllNG PANEL HAS A WIRING MST ATFACHED ON THE INSIDE OF THAT SAME pANEm 3. CONIPY~q'OR SHALL PROVIDE AND tNSTALL HACR CIRCUIT BREAKERS FOR ALL NEW HVAC EQUIPMENT. 4-. CONTHACTOR SHALL PROVIDE, INSTAL~ AND SIZE (PER THE N.E.C.) ALL COROUIT FOR EQUIPMENT SUPPORTED BY ALL NEW DISTRBUITON pANELS SHOWN ON THIS RISER AND IN THESE DHAWINGS. 5. FOR ALL HVAC EQUIPMENT ELECTR[BAL SONTBACTOR SHALL PROVIDE AND INSTALL DBCDNNECTS, AUTOMATIC SHUTDOWN SEQUENCE SYSTEM, AN§ MAJNTERANCE RECEPTACLE AS REQUIRED. ALL AUTOMWI1G SHUTDOWN SEQUENCE SYSTEMS SHALL BE WIRED TO CONTACTS IN mB NEW FIRE ALARM SONTROL pANEL COORDINATE ALL HVAC SYSTEMS ELECTHIC~ SUPPORT WORK WITH MECHANICAL CONllBACTOR PRIOR TO INSTALtAllON. 6. ALL CONDUCTORS FOR EX~ER[OR BVAC EQUIPMENT SHALL BE IN RIGID ME[AL CONDUIT. ALL CONDUCTORS FOR INTERIOR HVAC EQUIPMENT SHALL BE IN SCHEDULE 40 PVO OR EMT CONDUIT. PROVIDE PULE CORDS IN ALL CONDUIT. BErYlS[ORS 518107 SHE~ NUMBERs 3 POWER DISTRIBU~ON NOTES: 1. ALL WIRES, CIRCUITS AND CABLES SHALL INCLUDE THE ABERoER TE NUMDER OP DU.R CANRTIND CO,DUCTORS FLEVATOR NO S: SYMBOL LEGEND PLUS ONE NEU , (GROUNDED CONUUCTO,) AND ONE GROUNDING CONDUCTOR. INCLUDE ADDITIONAL ISCLATFO 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL GROUND WHERE INDICATED. EQUIPMENT AND ITEMS STA'IED ON THE ELEVATOR = DUPLEX RECEFEACLE MANUFACTURER'S INSTRUCTION SHEET. ~GFI 2. ELECIRICAL CONTRACTOR SHALL PROVIDE AND INSTAll : GR DUPLEX REDERTACLE z PULL CORDS IN All NEW CONDUIT SUPPOEBNG THIS 2. ELECTriCAL CONTRACTOR IS RESPONSIBLE FOR THE ~W,p iNSTALlATION. FOllOWING: : WATERPROOF OFI DUPLEX RECEPTACLE 3. ELEGI~ICAL CONTRACTOR SHALL CLEAR ALL DEBRIS EBOM A. A FUSED DISCONNECT SWITOH FOR THE ELEVATOR, ~ : QUADRAPLEX RECEPTACLE o z AII DISTRIBUTION PANELS. LOCATED PER ]HE NATIONAL ELES~RICAL CODE (NFPA NO. 70 SAFETY DISCONNECTS @ANu : J-BOX TO AIR HANDLER RULE 62D-51A AND 620-515O. WHERE PRACTICABLE, ¢. THE INSTAllATION OF AL1 DISTRIBI~DN PANELS AND LOCATE INSIDE THE ELEVATOR MACHINE ROOM ADJACENT TO ELECTRICAL CONIRACTOB SHALL PROVIDE WEATHERPROOF, FUSED DISCONNECT @EF = J-BOX TO SUPPORT EXHAUST FAN WIRING ARE TO BE IN GOOD, WORKMANURE DUALLY WB~ 90' THE DOOR. BENDS, LABELED WIRES, AND ~tPED PANEL SCHEDULES. B. SUITABLE FFEDEB AND BRANCH WIRING CIRCUITS, AS ELECTRIGN_ CON]RACTOR SHALl. PROVIDE AND INSTAll SWITCHES FOR All EX~d{IOR HVAC UNITS. INTERIOR NE HANDLING UNITS SHALL REDU~RCD FOR SIGNAL SYSTEN AND POWER OPERATED DOOR, SAFEPf DISCONNECTS, ,AND WATERPROOF MAINTENANCE BE PROVIDED WITH FUSED DISCONNECTS. @FACP = J-BOX TO SUPRONT RRE ALARM CONTROL PANEL 5. ALL CONDGrf AND WIRE PENSTRATIONS THROUGH FIRE INCLUDINB MAIN LINE SWITCH. COORDINATE WITH RECEPTACLES, TO SUPPORT THE MESRANICAL SYSq~S. ~CFA = J-BOX TO SUPPORT CALL-4-AID SYSIEM RATED WALLS SHALL BE CAULKED AND SEALED iN NANUFACTIJRER REPRESERTA~VE FOR POWER SUPPLY DATA, ACCORDANCE TO THE N.E.C. AND All BUILDING CODE C. FEEDER AND BRANCH WIRING CIRCUITS FOR CAR LIBHTING @ELEV = J-ROX TO SUPPORT ELEVATOR POWER REQU[BENENTS. AND FAN, INCLUDING MAIN UNE S~ITCH. COORDINATE WITH VERIFY WITH MEDHANICAL CONTRACTOR THE EXACT MANUFAGTHRES REPRESENTATIVE FOR POWER SUPPLY DATA. LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND i §. All BRANCH CIRCUIT WIRING SHALL BE IN ENT OR PVC D. WIRE AND CONDUIT FROM THE F.A,C.P. TO THE ELEVATOR INSTALLATION. ~) : TELEVISION CONNEC~ON (SEE ENERO~CY SYSTENS AND TELECOMMUNICATIONS LAYOUT DRAWINGS) · · coRouiT, DR Mc c LE UNLESS OTHERW,S ,RO, TED ON NACH,,E ROOM. EXPOSEXD WIRING ° THESE DNAWlNGS. E. SMOKE DETECTORS AT ELEVATOR LOBBIES ON ~CH FLOOR MECHANICAL CONTRACTOR SRALL PROVIDE AND INSTALL ALL ~ -- TRANSFORMER WITH ELECTI{ICAL CONDUCTORS TERMINATED AT A PROPERLY EXHAUST FANS FOR THIS INSTALLATION UNLESS OTHERWISE ~ ~ ~S o 7. POWER FOR ALL CALL-FOR-ND STSTEMS SHALL BE MARKED PANEL IN THE ELEVATOR MACHINE ROOM. SPECIRED ON THESE DRAWINGS. ALL WIRING ALONG EXPOSED STRUCTHRE SHALL BE RUN IN EITHER RIGID EMT = CALL FOR AID UBHT ~o~=~ WIRED TO LOCAL RECERTABLE CIRCUITS. F. TELEPHONE OUTLET ON ONE OF THE CONTROL PANELS IN CONBUIT OR WIREMOLD AT THE DISRECTION OF THE ARCHITECT. COORDINA~ ALL THE ELEVATOR MACHINE ROOM. ELECTRICAL CORTHACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT./WlREMOLD LOCATIONS AND F1NSHES WITH ARCHITECT. WIRING SHOWN ON ~) = CALL FOR AID PULL SWITCH §. PROVIDE AND INSTAll TENTONE SF117/25 EMERGENCY O. CONVENI~CE OLITLET AND lIGHT RXTURE IN ELEVATOR pULL CORD SWITCH, GS1GS 24V TI~ff, ISFORMEB, AND U1185 PIT (UNLESS UNIT IS PITLESS). BOXES, AND SUPPORTING HARDWARE TO NAI(E THIS A USED. = 24V TRANSFORMER EMERGENCY CORRIDOR DOME UGHT WITH BUZZER, OR H. LIGHTING OF MACHINE ROOM AND MACHINERy SPACE. COMPLETE OPERATIONAL SYSTEM. EQUIVALENT. SUBMIT FOR APPROVAL PRIOR TO PURCHASE I, CONVE~IIERCE OUTLET ON EACH CONTI{OL PANEL IN THE ~= BRANCH CIRCUIT WIRING ~ ~ii- ' AND INSTALLATION. ELEVATOR MACHINE ROOM. COORDINA~ WITH MECHANICAL CONTRACTOR ]HE EXACT 3. VERIFY ALL THESE REQUIREMENTS, AND ANY OTHER LOCA~ONS AND REQUIRENENTS PRIOR TO PURCHASE AND ELEVATOR REQUIREMENT FROM NANUFACTHRER PRIOR TO INSTAllATION' I ~ = SWITCHBOARD PANEL Hv^c-2s,3o ~ ~ ~ ' ;J,[)_J ACC ANU-1 ~ MDP-18'20'22 . BWL-8,10,~ )- -ANu- P LU z - I WL-2 -- c:~ OO ELEC~ICAL CONTRACTOR SHALL PROVIDE EACH OHTLFT S WITH A PERMANENT LABEL IDENTIFYING THAT OUTLPTS ELECTRICAL CONTRACTOR SHALL PROVIDE A TfPED BRANCH EM CORRESPONDING CIRCUIT, AB SHOWN ON THIS DETAIL. CIRCUIT WIRING EST FOR EACH PANEL SUPROR~NG THIS INSTALLATION AND COPY THE OWNER AND DESIGN ENGINEER. BE ©' $'6 Z [~ THE INSIDE OF THAT SAME PANEL L_ .................. J ' ' " 0 Om ELECl~ICAL CONTHACTOR SHAll COORDINA~ WITH 0 MECHANICAL CONTRACTOR ON LOCATIONS OF ALL MECHANICAL EQUIPMEI'A', AND THEIR ELECTRIr_J~,L REQUIREMENTS SPECIFIED IN THESE DRAWINGS. IDENTIFICATION DETAIL THESE DRAWINGS BASED ON ARCHITEC~JEAL DRAWINGS RECEIVED 5/4/07. REVISIONS CON3]{ACTORS: 1. CON]R~Ci'ORS ~ PERFO~ WORK IN A NEAT, PROFE~IOi~J~L '/,~RKMANEKE I/ANNER ~ S]RI~ ADHB~B~CE TO '~IE STAR BUILDIN~ COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED OWER DISTRIBUTION NOITcS: 1. ALL WIRES, CIRCUITS AND CABLES SHALL INCLUDE THE APPROPRIATE NUMBER OF CURRERT CANRYIND CONDUCTORS PLUS ONE NEUTRAL (GROUNDED CONDUCTOR) AND ONE GROUNDING CONDUCTOR. INCLUDE ADDR1ONAL IROLATE. D GROUND WHERE INDICATED. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTAll PULL CORDS IN ALL N~ CONDUIT SUPPORRNO THIS INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL CLEAR ALL DEBRIS FROM ALL DISTRIBUllON PANELS. 4.. THE INSTALLATION OF ALL DISTRIBUTION PANELS AND WIRING ARE TO BE IN GOOD, WORKMANLIRE QUAERY WITH BENDS, LABELI]) WIRES, AND lYPED PANEL SCHEDULES. 5. ~ CONDUIT AND WIRE PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE CAULKED AND SEALED IN ACCORDANCE TO ME N.E.C. AND ALL BUILOING CODE REQUIREMENTS, 8. AU. BRANCH CIRCUIT WIRING SHALL BE IN EMT OR PVC CONDUIT, OR MC CARL[ UNLESS OTHERWISE INDICATED ON THESE DRAWINGS. 7. POWER FOR AU. CALL-FOR-AID SYSTEMS SHALL BE WIRER TO LOCAL RECEPTACLE CIRCUITS. 8. PROVIDE AND INSTAll TEKTONE SFll7/2B EMERGENCY PUll CORD SWITCH, S~TO6 24V IRANSFORMER, AND mmllBB EMERGENCY CORRIDOB DOME LIGHT WITH BUZZER, OR EQUIVALENT. SUBMIT FOR APPROVAL PRIOR TO PURCHASE AND INSTAllAllON. ELEVATOR NOTES: IS RESPONSIBLE FOR ALL STATED ON THE ELEVATOR MANUFACILIRER'S INSTRUCTION SHEET. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE A. A FUSED DISCONNECT SWITCH FOR THE ELD/ATOR, LOCAIED PER THE NATIONAL ELECTRICAL CODE (NFPA NO. 70 RULE 620-51A AND 620-51B1). WHERE PRACTICABLE, LOCATE INSIDE THE ELEVATOR MACHINE ROOM ADJACENT TO THE DOOR. B. SUITADIF FEEDER AND BRANCH WIRING CIRCUITS, AS REQUIRED FOR SIGNAL SYSTEM AND POWER OPERATED DOOR, INCLUDING MAIN UNE SWITCH. COORDINATE WITH MANUFACllJRER RERRESERTAINE FOR POWER SUPPLY DATA. C, FESDER AND BRANCH WIRIND ClRCUllS FOR CAR LIGHTING AND FAN, INCLUDING MAIN LINE SWITCH. COORDINATE WITH ELEVATOR MANUFACllJRER RERRESENTA'DVE FOR POWER SUPPLY DATA. D. WIRE AND CONDUIT FROM THE F.A.C,P. TO THE ELEVATOR MACHINE ROOM. E. SMOKE DETECTORS AT ELEVATOR LOBBIES ON ERCH ELOOR WITH ELECTRICAL CONDUCTORS TERMINATED AT A PROPERLY MARKED PANEL IN THE ELEVATOR MACHINE ROOM. F. TELEPHONE OUTLET ON ONE OF THE CONEROL PANELS IN THE ELEVATOR MACHINE ROOM. G. CONVENIENCE O01LET AND UGNT RX'~JRE IN ELEVATOR PIT (UNLESS UNFF IS PITLEGS). H. LIGHTING OF MACHINE ROOM AND MACHINERY SPACE. I. CONVENIENCE OUlLET ON EACH CONTI~OL pANEl_ IN THE ELEVATOR MACHINE ROOD. 3. VERIFY ALL THESE REQUIREMENTS, ARD ANY OTHER ELEVATOR REQUIREMENT FROM MANUFAC1URER PRIOR TO INRTALL~TION, UTlUTY-9 U'RLITY-11 UTIU DANCE STUDIO FITNESS CENTER UTILITY-5. UTILITY-1 STOF THESE DRAWINGS BASER ON ARCHITECTORAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: CON1RACTOR5 SIV4.L P~FO~ ~RK IN A N~T, P~OR~IOtL~ R~I(UANUKE ~N~ ~ ~ ~CE ~ ~E ~A~ Bumble COPYRIGHT (~ 2006, DESIGN LEARNED INCORPORATED ELECTRIEAL CONTRACTOR SHAll PROVIDE AND INST~ SAFELY DISCONNECTS, AND WAII~RPROOF MAINTENANCE RECEPTACLES, TO SUPPOHT THE MECHANI~ ~MS. VERIFY WITH MECHANICAL CONTRACTOR THE EXACT LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND INSTALLATION. MECHANicAL CONTRACTOR SNAIl PROVIDE AND INSTAll ALL EXHAUST FANS FOR THIS INSTALLATION UNLESS OTHERWISE SPECIFIED ON THESE DRAWINGS. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, CONDUIT, FASTENERS, WALL SWITCHES, UTIU'~' BOXES, AND SUPPOEqlNG RARDWANE TO MAKE THIS A COMPLETE OPERATIONAL SYSIEM. COORDINATE WITH MECHANICAL CDNIIEACTOR THE ENACT LOCAllONS AND REQUIREMENTS PRIOR TO PURCHASE AND INSTALLATION, HVAC-7 HVAC-5 HVAC-9 UTILITY-12 MECI i', HVAC- -- VILLAGE :ORBS CONFERENCE OFFICE )OM ,ROOM JTILITY-19 UTIUTY-21 Y-6 ELECTWICAL CON~UTOR SHAll PROVIDE EACH OUTLET WiTH A PERMANENT LABEL IDENTI~NO THAT OUTLETS CORRESPONDING CIRCUIT, AS SHOWN ON THIS DETAIl RECEPTACLE OUTLET CIRCUIT IDENTIFICATION DETAIL OFFrCE 2 SAFETY DI$CONNEC ELECTRICAL CONTRACTOR SHALL PRO~IDE WEATHERPROOF, FUSED DISCONNECT SWITCHES FOR ALL EXERIOR HAD UNITS. INTERIOR NR RANOUNG UNP/S SHALL BE PROVIDED WDI'I FUSED DISCONNECTS IN AlllC AREA. EXPOSEXD WIRING ALL WIRING ALONG EXPOSED SERUCTHRE SNAIl BE RUN IN E'~I-IER RrGID EMT CONDUIT OR WIREMOU) AT THE DISRECTION OF THE AROHITECT. COORDINATE ALL CONDUlT/~IIREMOLD LOCATIONS AND FINSHER WITH ARCHITECT. WIRING SHOWN ON THESE PLANS IS SCHEMWI1C IN NATURE AND NOT ACTUAL WIRING PATHS TO BE USED. UTILITY-14 j/ LITY-2 HVAC-4,6 HVAC-8,10 ARTS & CRAFTS ART-9 ART-4 ART-2 ELECTRICAL CONTRACTOR SHALL PRO, DE A lYPED BRANCH I CIRCUIT WIRIND UST FOR EACH PANEL SUPPORTING THIS I INRTAllAIlON AND COPY THE OWNER AND DESIGN ENDINEER. BE ] SUBE EACH SUPPOEqlNG PANEL HAS A WIRING LIST AWACHED ON THE INSIDE OF THAT RAUE PANEL ELECERICAL COliTHACTOR SHALL COORDINATE W~ MECHANICAl_ CONTRACTOR ON LOCAliONS OF ALL MECHANICAL EQUIPMENT, ANO THEIR ELECTRICAL REQUIREMENTS SPECIRED IN THESE DRAWINGS. J (~A~U (~)FACP SYIVlBOL LEGEND = DUPLEX RECEPTACLE = GFI DUPLE]( RECEPTACLE = WATERPROOF DFI DUPLEX RECEPTACLE = QUADRAPLER RECEPTACLE = J-SOX TO AIR HANDLER d-BOX TO SUPPORT EXHAUST FAN d-BOX TO SUPPORT F1RE ALARM CONTROL PANEL J-BOX TO SUPPORT CALL-4-AID SYSTEM J-BOX TO SUPPORT ELEVATOR POWER 1ELEVISION CONNECTION (SEE EMERGENCY SYSTEMS AND TELECOMMUNICATIONS LAYOUT DRAWINGS) 1RANSFORMER CS FOR AID CAll FOR AID PULL SWITCH 2~-V TRANSFORMER BRANCH CIRCUIT WIRING = SWITCHBOARD PANEL ~II'~ART-6 LARGE MULTI-PURPOSE NORTH 8 REVISIONS DRAWN: KAN I APPR, BY: ~ DATE: 518107 SCALE: 1/8' = 1' O' SHEET NUMBER: -5 I 2, I ~ I 4 I 5 I 6 I 7 I 6 I ,9 I 10 I 11 LIGHTING NOTES; 1. ~C MARKS ON WIRE INDICATE QUANTITY OF CURRENT CARRYING CONDUCTORS ONLY. iN ADDI'nON. PROVIDE AND INSTALL GROUND WIRE IN ALL CIRCUITS. 2. ELECTRICAL CONTRACTOR SHALL WIRE EMERGENCY LIGHTING TO LOCAL AREA LIGHTING CIRCUITS, AHEAD OF SWITCHES, PER N.E.C. 700-12(E). ALL EMERGENCY LIGHT REMOTE HEAD FIXTURES SHALL BE WIRED TO NEAREST DUAL HEAD EMERGENCY LIGHT FIXTURE. 3. ALL WIRING SHALL BE IN SCHEDULE 4-0 PVC OR EMT CONDUIT, OR MC CABLE WITHOUT EXCEPTION. PROVIDE AND INSTALL PULL CORDS IN ALL CONDUIT. 5. ALL SWITCHES AND RECEPTACLES SCHEDULED AND SHOWN IN THE ANIMAL AREAS SHALL BE IN NEMA 3R ENCLOSURES WITH GASKETED COVERS, AND MOUNTED AT 4-8 INCHES ABOVE FLOOR UNLESS OTHERWISE INDICATED. 6. ALL EXTERIOR LIGHTING THAT WILL BE INSTALLED IN PHASE II, SHALL BE CONTROLLED BY AN ASTRONOMIC TIMER SWITCH LOCATED IN THE ELECTRICAL CLOSET. VERIFY LOCA310N WITH OWNER PRIOR TO INSTALLAllON. NOTE ALL UGHTING MUST BE COORDINATED WITH DUCI~VORK, CONTRACTOR SHALL PROVIDE COORDINATION SHOP DRAWINGS PRIOR TO ANY CONSTRUCTION. CONTRAOTDR SHALL INCLUDE THE COST OF ALL ROME RUN CIRCUITS TO 20 A~P BREAKERS. ACTUAL CIRCUIT NUNBERS TO SE PROVIDED PRIOR TO INSTALtAllON, FG FC EXPOSEXD WIRING ALL WIRING ALONG B(POSEO SIEUCIURE SHALL BE RUN IN EITHER RIGID EMT CONDUIT OR WlREMOU) AT THE BiSRECTION OF THE ARCHITECT, COORDINATE ALL CONDUiT/WIRENOLD LOCATIONS AND FINSRES ~ ARCHRECT. WIRING SHOWN ON THESE PLANS IS SCIEMAITC IN NA~JRE AND NOT ACTHAL WIRING PATHS TO BE USED. CONTROLS ALL EXTERIOR UGHTING, INCLUDING SIGNAGE. SHN_L BE CONTROLLED BY AN ASTRONOMICAL TIMER OR PHOTOSENSOR. COORDINATE CONI~OLLER TfPE WITH OWNER PREFERENCE IR RELD, SUBMIT CATALOG CUT SHEETS AND PROPOSED SENSORS/CONTROL LOCATIONS FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. FO FG FG ENERGY CODE COMPLIANCE ALL SWITCHES SERVING MORE MAN ONE LUMINNRE, BOTH SINGLE AND DOUBLE POLE, MUST BE EQUIPPED WITH DIMMERS TO REDUCE UG~flNG LO/ELS, PER IRC 2GOO, UNLESS MU~PLE SWITCHING ClRCUES APE PROVIDED. FA --A FA -'A ;FA FA STORAGE BOWLING FC 'FA FA FD-2 BOWLING 108 B F0-2 STORA~ FC F9-2 FD-2 FK FJ/FR 0 FJ/FR oFJ-~/PR FG ELECTRICAL CONTRACTOR SHALL dC-1 PROVIDE LIGHT SWITCH WITH A PROVIDE AND INSTALL A WATER PROOF UGHT ANI] FK ~2 r J./F~)/ ENTRANCE POOl. TABLE FJ/FR FK FK DENTER FK TOILET FJ/FR FK , PERMANENT LABEL IDENTIFYING THAT SWITCHES CORRESPONDING CIRCUIT, AS SHOWN ON THIS DETAIL LIGHT SWITCH CIRCUIT LUMINAIRE SCHEDULE CAM_OUT ~ ~ DEaCItI:'fflON ~ ~ M(X3EL WAI II~I:~UT lu VOLT~ I~.~ i~ ~AN111'~ EM A:~ (2) (2) 5W HALOGEN, DUAL HEAD EMERGENCY' LIGHT FIXTURE N/A WALL DUAL-LITE 50 120V 1P 2W Wl~ BATTERY BACK-UP. 28 MR-16PKG. LZ15P E EXIT ~ (1) LED EXIT SIGN N/A UNIVERSAL DUAL-LITE 25 120V 1P 2W NTH BATTERY BACK-UP 7 LCDRWEI(1) S FA (1) 32W FO32-OCT-T8 lX4 STRIP LIGHT ELECTRONIC CEILING LEGION SIDE STRIPS 32 120V 1P 2W 15 SERIES 350 I-O I 350-132 EBO o' ~' '16' FB-1X4 Io I (2) 32W FO32-OCT-T8 FIXTUREIX4 SURFACE MOUNT FLUORESCENT ELECTRONIC SURFACE INDUSTRIALsLEGION FLUORESCENTsERiES 64 120V 1P 2W 3 2600 FB-1X8 (2) 32W FO32-OCT-T8 1X8 SURFACE MOUNT FLUORESCENT ELECTRONIC SURFACE LEGION FLUORESCENT 64 120V 1P 2W 2 FIXTURE INDUSTRIALS SERIES Io I 2600 2600-232 EBO FC (2) 32W FO32-OCT-T8 SURFACE MOUNT INDUSTRIAL ELECTRONIC SURFACE LEGION CORRITEMPO II 64 120V 1P 2W 20 SERIES 4304 I i 4304-232-ACP EBO FB-2 I"'~1 (2) 40W F4OTT/RS lX2 FLUORESENT FIXTURE ELECTRONIC ~EOESSED LEGIONsERiES 5214COMFORT-LUME 80 120V 1P 2W 20 FG (2) 32W 32WCFLWMB 5" WALL MOUNT ELECTRONIC WALL LSI ABOLITE 84 120V 1P 2W 10 PETRO-TECH ~0 PETS32CFLUEMSVWL FH (3) 52W FO32-OCT-TO 2X4 FLUORESCENT FIXTURE ELECTRONIC {ECESSED LEGION EXCELON 96 120V 1P 2W 7 ~ SERIES 72 72-532 EBO FJ/FR 0 (3) 42W CF42-SS-CV COMPACT FLUORESCENT ) ELECTRONIC CEILING 7300/3/26-42CF/Ss/cDELRAY 64 120V 1P 2W 64. FK (2) 40W F4OTT-RS 2X4 HIGH EFFICIENCY RECESSED ELECTRONIC RECESSED LEGION COMFORT-LUME BO 120V 1P 2W 38 ~ FLUORESCENT LIGHTING FIXTURE SERIES 5924 5924-26X40 FK-2 (2) 40W F40~-RS 2X2 HIGH EFFICIENCY RECESSED ELECTRONIC RECESSED LEGION COMFORT-LUME 80 120V 1P 2W 2 [~l FLUORESCENT LIGHTING FIXTURE SERIES 5924 5924-20X40 FL r~ (1) 32W F32W/TR/635 PERIMETER WALL WASH ELECTRONIC RECESSED SERIEsCOOPER70NEORAY 32 120V 1P 2W 56 FM (1) 32W 4PIN GX 24 6' WIDE BEAM OPEN REFLECTOR ELECTRONIC CEILING COOPER PORTFOLIO 64 120V 1P 2W 15 COMPACT o 03 FLUORESCENT 6042EGO51U FN =o (4) 42W MR16 24V 600W HALOGEN TRACK ELECTRONIC CEILING ARCHITECT TO SPECIFY 128 120V 1P 2W 14 FP ~0 (1) 15W F13W/TT/835 FLUORESCENT WALL MOUNTED MOULDED ELECTRONIC WALL/CEILING METROPOLI 13 120V 1P 2W GLASS D20/27-13W DTT FQ (1) 32W 32WCFLWMB 5" SURFACE MOUNT ELECTRONIC SURFACE LSI ABOLITE 64 120V 1P 2W 2 PETRO-TECH o PETS52CFLUEMSVWL OS (1) PASSIVE INFRARED OCCUPANCY SENSOR N/A CEIL)NG TORK 1 120V 1P 2W MANDATORY UGHTING CONTROLS PER 13 0 PCIOA llTLE24. ORDER WITH POWER PACK ~TRP1. RM ~. (1) 5W HALOGEN MATCHING REMOTE HEAD EMERGENCY ELECTRONIC WALL DUAL-LiTE 25 120V 1P 2W LOW VOLTAGE CONNECTION FROM DUAL B UGHT LZTRGVSW HEADEMERGENCY LIGHT IDENTIFICATION DETAIL SYIVlBOL LEGEND S SINGLE POLE SWITCH S3 3-WAY SWffCH S D DIMMER SWITCH O OS INFRARED OCCUPANCY SENSOR (TORK PC1CA/20A SERIES Wire pOWER PACK TRP1) (QIY 2D) THESE DRAWINGS BASED ON ARCHI~CTURAL DRAWINGS RECEIVED 5/4/07. CONTRACTORS: COPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED :K REVISIONS DRAWN: ~ I APPR. BY: ~ D^T~: 5/8/07 SCAL~: 1/8' - 1' O' SHEET NUMBER: 1 I ? I ?l I 4 I 5 I § I 7 I 8 I R I 10 I 11 LIGHTING NOTES: ELECTRICAL CONTRACTOR SHALL 1. TIC MARKS ON WIRE INDICATE QUANTITY PROVIDE LIGHT SWITCH WITH A OF CURRENT CARRYING CONDUCTORS ONLY. PERMANENT LABEL IDENTIFYING IN ADDITION, PROVIDE AND INSTALL GROUND THAT SWITCHES CORRESPONDING WIRE IN ALL CIRCUITS. CIRCUIT, AS SHOWN ON THIS DETAIL 2. ELECTRICAL CONTRACTOR SHALL WIRE SYMBOL LEGENDI EMERGENCY LIGHTING TO LOCAL AREA LIGHTING CIRCUITS, AHEAD OF SWITCHES, S SINOIE POle SWITCH PER N.E.C. 700-12(E). ALL EMERGENCY LIGHT REMOTE HEAD FIXTURES SHALL BE WIRED TO NEAREST DUAL HEAD EMERGENCY LIGHT FIXTURE. S3 3-WAY SWITCH 3. ALL WIRING SHALL BE IN SCHEDULE 4-0 PVC -- OR EMT CONDUIT, OR MC CABLE WITHOUT EXCEPTION. S D DIMMER SWITCH 4-. PROVIDE AND INSTALL PULL CORDS IN ALL CONDUIT. (~OS INFRARED OCCUPANCY SENSOR 5. ALL SWITCHES AND RECEPTACLES SCHEDULED O'ORK PCIOA/20A SERIES WlIH AND SHOWN IN THE ANIMAL AREAS SHALL BE IN POWE~ PACK ~P1) (Q'rf 20) LIGHT SWITCH CIRCUIT NEMA 3R ENCLOSURES WITH GASKETED COVERS, AND MOUNTED AT 48 INCHES ABOVE FLOOR UNLESS OTHERWISE INDICATED. IDENTIFICATION DETAIL 6. ALL EXTERIOR LIGHTING THAT WILL BE INSTALLED IN PHASE II, SHALL BE CONTROLLED BY AN AS~RONOMIC TIMER SWITCH LOCATED IN THE ELECTRICAL CLOSET. VERIFY LOCA~ON WITH OWNER PRIOR TO INSTALLATION. O'IE UGmlNG MUST BE COOROINATED wireUUClWORK, CONTRACTOR SHAll PROVIDE CODRDINA~ON SHOP DHAWINGS PRIOR TO oo, uc oH. CONTRACTOR SHALL INCLUDETo 20 IHEAMpCOSTBRE~KERs.OF All HOME RUN CIRCUITS ACI1JAL CIRCUIT NUMBERS TO BE PROVIDED PRIOR TO INSTAUA~ION. R ~\ - -- FJ/FR FJ/FR FJ/~ FJ/FR~ ~ ~ ~ GALLERY J FJ/FR FJ/FR ¢,/~, ~J~R /0~ /0~~ ~h~ J _.~. ~ ......... CE ,BO( ~/ / / = ~J/FR FJ/m FJ~R F~m FJ/FR rJ~ JC-14 n A~ ~RIOR UG~NG, INCLUDING SIGNAGE, ' ENE OY OODE OOMPUANOE OONTBOL8 EXPOSEXD WlBINO ALL ~CH~ SEVIN9 MORE ~ ONE LUMI~RE, BO~ SINGLE ~D SEDSORS/CONmOL LO~TmONS EDR ~PR~ PRmDR TO ~D RNSHES wm~ ~CH~CT, WIRING SHOWN ON THESE P~NS S ms SCH~C mN PUPO~SE usm CO~CTORS: ~S S~ PE~ORM ~K ~ A N~T, ~10~ WOR~U~ ~ ~ ~ ~H~CE TO ~E ~A~ BUI~I~ RRE ~ ~ INCLUDING ~ R~ C~ ~D ~P~ME~. ~O~ ~E R~ ~R ~NNI~ I 2 I ~ I 4 I ,5 I ~ I 7 I I~ I S I 1D I 11 FIRE ALARM SYSTEM NOTES: 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE TO ALL N,F.P.A., BUILDING, STATE, AND LOCAL CODES, AND MANUFACTURER'S INSTRUCTIONEL 2. PROVIDE AND INSTALL WIRING, FIXTURES, AND CONDUIT, SEE FIRE ALARM RISER DIAGRAM FOR WIRING CONNECTIONS. 3. ALL EMERGENCY SYSTEMS ARE TO BE CONNECTED TO THE NEW FIRE ALARM CONTROL PANEL (F.A.C,P.). 4. PROVIDE AND INSTALL FIRE ALARM AND SAFETY EQUIPMENT AS SPECIFIED, OR EQUIVALENT. SUBMIT ALTERNATIVES FOR APPROVAL. 5. ALL ROOF AND FIRE RATED WALL PENETRATIONS SHALL BE CAULKED AND SEALED WITH CODE COMPLIANT MATERIAL. 6. ALL WIRING IS TO BE IN SCHEDULE 4`0 PVC OR EMT CONDUIT, OR MC CABLE WITHOUT EXCEPTION. 7. PROVIDE AND INSTALL DUCT DETECTORS TO TIE INTO THE F.A.C.P IN THE RETURN SIDE OF AIR DISTRIBUTION SYSTEMS HAVING A DESIGN CAPACITY OF 2000 CFM OR GREATER, UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. COORDINATE WITH MECHANICAL CONTRACTOR IN FIELD FOR EXACT REQUIREMENTS AND LOCATIONS. S, CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED EXPANSION CARDS, MODULES, FASTENERS, CONNECTORS, MOUNTING HARDWARE, AND ANY OTHER REQUIRED ACCESSORIES TO CREATE A NEAT AND CLEAN OPERA~NG FIRE ALARM SYSTEM. EMERGENCY LIGHTING ALL EMERGENCY LIGH'RNG SHALL BE POWERED FROM THE LOCAL LIGHTING CIRCUITS AS REQUIRED BY CODE. PROVIDE A SEPARATE UNIT PRICE FOR THE EMERGENCY LIGHTS. ELEVATOR HEAT DETECTORS' PER ANSI A17.1 RULE 102.1, PROVIDE AND INSTALL SIMPLEX MODEL 2098-9480 13§' NOR~IIy OPEN HEAT DETECTORS. Wire WITH SHUNT TRIP TO ELB/ATOR ELECTRIC CIRCUIT. FIRE ALARM NOTE ELECTRICAL CONTRACTOR SH~JJ. PROVIDE AND INSTALL HEAT DETECTORS ABOVE SUSPENDED CBUNGS, AND IN ACCESSIBLE SPACES, WHERE REQUIRED BY NFP& BUILDING, STA~ AND LDCAL CODES, THE AUTHORITY HAVING JURISBC~ON, AND PER MANUFACTURER'S INSTRUC]iONS, DBECTORS ARE NOT SHOWN AS CONSTRUCTION IS NON-COMBUS'RBLE. LOCAL AUTHORITIES MAY REQUIRE INSTALLATION OF DBECTORS IF ADDmOHAL ~TERI~L SUCH AS INSULA]]ON OR NEW ~UCTHRE AN£ CU~SSIREO AB FLAMMABLE. FIRE ALARM SYSTEM WIRING FOLLOW MANUFACTURERS INSTRUCTIONS FOR MAXIMUM NUMBER OF CAISY-CHAINED DETECTORS AND MAXIMUM NUMBER OF ENUNCIATORS PER CIRCUIT. F.A.C,P.(.17p.REQUIRED OF 2) pROVIDE AND INSTALL 4- ET. HIGH BY 4 ET. WIDE BY 3/4 IN. THICK EXTERIOR GRADE PLYWODD Iii THIS LOCATION TO SUPPORT ND~ ~:I_ECOMMUNICA'IION SYSlEM EQUIPMENT. VERIFY LOCATION WITH OWNER PRIOR TO INSTALLAI]ON. SIORAGE BO'#LINC SFORAGE BOYfLING 108 G STORA~) 1D§ D ]10 D CAFE 107 A ® INSTALL ONE HEAT DETECTOR IN THE HOIS'I~AY PiT. THE SECOND DETECTOR SHALL BE LOCATED IN THE TOP OF THE HOISlWAY. COORDINATE ENACT LOCATION OF FIRE ALARM CONTHOL PANEL (FACP) IN FIELD WITH OWNER PRIOR TO INSTALLATION, Fire Alarm Schedule ~aual ~ Alarm [] Telephone and Data Schedule r.,~J.LOUT ~ QM~J~mTY Computer Outlet T 3 Duplex Telephone / 4~ 18 Computer Outlet Telephone Outlet · 2 TIIESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 5/4-/07. CONTRACTORS: CON11~CTORO SHALL PERFORM WORK IN ^ NEAT. PRO~NSIGNN. WORKI/~NUKE M/INNER ~ S1Ri~T ASHEREROE TO 11~ S[AIE DUIL~ING &ND RRO ~ CODES INCLUDING kLL REZEV&NI' CODER &ND SUPPLEUENTS. CONERNGTORS ARE RESPONSIBLE ERR OBTIGNING &NY &ND kLJ. DUIUGNG PERM~ &ND APPROVkL OR ~ kLqltOIOFIES. CONTRACTORS ARE RESFIORIGBLE FOR PAY1NG ALL CONSEC310N FEES. CON1RASTORS ARE RESPONSIBLE POR VERIPrlNG &L DIMENSIONS &ND INSTALLATION LOEA110NS. CON1RASTORS GNkJ.L NOFIFY DESIGN LEANGES INCORPOHAICO OF ~ DISORElP&NCIER INCONSIST~NC~ OR INTi~INtRERCES PRIOR TO COMMERCING CONSTRUC110N. NTERE DHAWINGN &ND DESIGNS HAVE BEER D~--~/~L~PE~ FOR 1HEE~O~E ~ CONSIRUCI~Ofl; F ASDmO~ INFOI~ROlON IN HEDRO FOR AS11JAL POROP&SING OR SPECIFIED EQUIPMEINT OR &NY ECO]PMB~T OFqlONS, 1~IER CONERACTOR SHALL CONTACT DESIGN INCORPOR~I[O PRIOR TO PURCHASE. WE RESEAVE 1N£ RIGHT TO REJECT &NY SU~kL IN WHOLE OR IN pNTT. su~rrriG.s &ND CH&N~ES SHAt/. BE ~PPROVRO IN WRmNG EREAI RESIGN LE&NN~ INSORPORA1EIG, CONTRASTORO SHALL PRODUCE COMPLETe:, OPE]~DUE, WORKING STS11AIS INCDUDI~ pLUMaNS, WIRING, ASCERSORIER, &ND RPECI/d.llER WOICH &RE NGR~LLY &ND CUSTO~LY k pART OF CIE SPECIFIER SYSIIAIS, 1~1£ CON1RACTOR SHALL CONTACT RESIGN LEARNE~ INCORPOHAll~G IF &NY PORRON OF k dOB CANNOT COMMENCE OR C~NFIIOJE DDU TO &N IJNSROCIRED BLff REQUIRO0 Ileal. BEGINNING P~IS ACCEPT&NCE OF' 1HERE CONRmONS. OPYRIGHT ~ 2006, DESIGN LEARNED INCORPORATED ]Hi[SE DESIGNS &ND DRAWINGS ARE 1HE pROP£RIY OF DESIGN LEARN~ INCORPOHA1~) &ND WERE PREPAROD AS AN INSERUMBqT OF SORlaLE NOTES: 1. EIrcTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TRE ABOVE SPECIBED EQUIPMENT, OR EQUIVALENT. SUBMIT ALTERNAI~/ES FOR APPROVAL, 2, CONTHACTOR SHALL CONNECT ALL EME~E~CY EQUIPMENT TO FIRE ALARM CONTROL PANEL. 5. INSTALL ALL EQUlPMBNFF PER MANUFACTURER'S INSTRUCTIONS, N.EC. AND N.EP.A. REQUIREMENTS. AND TO THESE DRAWINGS. [_()TELEP H ON E CONNEC~ON COMPUTER/DATA CONNECTION TELEpH(~N~V BLOCK I VERIFY LOCATIONS WITH OWNER PRIOR TO PURCHASE AND INSTALLATION. PROVIDE AND INSTALL ALL CONNECTIONS REQUIRED BY OWNER. TELEPHONE BLOCK DETAIL TELECOMMUNICATION SYSTEM NOTES: 1. ELECTRICIAN SHALL PROVIDE AND INSTALL FOLLOWING: A. ALL NEW CONDUIT. B. ALL TELEPHONE CABLE, UTILITY BOXES, FACE PLATES, JACKS, CONNECTORS, AND ASSOCIATED MOUNTING HARDWARE FOR TELEPHONE AND DATA CONNECTIONS. C. ALL SURFACE MOUNTED RACEWAYS, AND ASSOCIATED ITEMS FOR INSTALLATION. 2. PROVIDE AND INSTALL 4- FT. HIGH BY ~ PT, WIDE, 3/4 IN. EXTERIOR GRADE PLYWOOD BACKBOARD, PAINTED BLACK, FOR TELEPHONE SYSTEM. 3. CONTRACTOR TO MAKE PROVISIONS FOR TELEOOMMUNICA]]ON, AND DATA WIRINB IN ALL INDICATED AREAS. 4`, ALL TELECOMMUNICATION AND DATA WIRING SHALL BE UP INSIDE NEW WALLS (WHERE POSSIBLE) AND SHALL BE NEATLY ROUTED LABELED BUNDLES. IF ROUTING IS EXPOSED CONTRACTOR SHALL INSTALL WIRING IN EMT CONDUIT. 5, ALL TELEPHONE CONNECTIONS SHALL BE EIGHT WIRE (FOUR PAIR) TO ACCOMMODATE TELEPHONE. FAX, OR MODEM REQUIREMENTS AT ALL LOCATIONS, 6, VERIFY ALL TELEPHONE AND COMPUTER JACK LOCATIONS WITH OWNER PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL TELECOMMUNICATION CONDUITS. SERV POOL TABLE TEEN CENTER ENTRANCE 100A WOMEN'S TOILET © 0 PR,2 :- Al b I 51Al E~l[RIOR RRE BOX 15 gu... F-I; NORTH S O' 8' 1 6' 24' EXPOSEXD WIRING ALL WIRING ALONG B(POSED STRUCTIJRE SHALL BE RUN IN EIRTER RIGID F. MT CONDUIT OR WIREMOL~ AT THE DISRECTION OF THE ANCHFI[CT. COORDINATE ALL CONDD[r/WlREMOLD LOCATIONS AND BNSHES WI'IH ARCHITECT. WIRING SNOWN ON THESE PLANS IS SCHE]dATIC IN NATURE AND NOT ACTHAL WIRING PATRS TD BE USED, SYIVlBOL LEGEND ~ FIRE ,~J~RM CONTROL PANEL (~ EXIT SIGN ~ COMPUTER CONNECTION (~ SMOKE DBECTOR (~) HEAT DETECTOR ~ FIRE INDICATOR HORN ,t. Ei~ORE UGHT [] FIRE INDICATOR STROBE UGHT ONLY (NO HORN) [] RRE ~ARM PULL STATION · TELEPHONE CONNECTION REVISIONS DP. AWN: KAN I APPR. BY: ~ D^TE: SC. L : 118' = 1' O' SHEET NUMBER: 8 1 I 2 I ] ~ 4 I ,5 I § I 7 I {~ I B I 1D I 11 · I TELECOMMUNICATION SYSTEM NOTES: FIRE ALARM SYSTEM NOTES: EMERGENCY LIGHTING FIRE ALARM NOTE EXPOSEXD WIRING ~. ELECTRICIAN SHALL PROVIDE AND INSTALL THE 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN FOLLOWING: ACCORDANCE TO ALL N.F.P.A., BUILDING, STATE, ALL WIRING ALDNO EXPOSED STRUCTURE SHALL BE RUN IN AND LOCAL CODES, AND MANUFACTURER'S ALL EMERGENCY LIGHTING SHALL BE POWERED FROM Erl~ER RIGID EMT CONDUIT OR WlREkiOLD AT ~HE DISRECTION OF A, ALL NEW CONDUIT. INSTRUCTIONS. THE LOCAL LIGHTING CIRCUITS AS REQUIRED BY CODE. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT DETECTORS ABOVE SUSPENDEO CEILINGS, AND IN ACCESSIBLE SPACES, ~HeRE REQUIRED ~Y NFPA, ]HE ARCH~CT. COORDINATE ~ CONDUI~/WIREMOLO LOCATIONS B. ALL TELEPHONE CABLE, UTILITY BOXES, FACE 03 PLATES, JACKS, CONNECTORS, AND ASSOCIATED 2. PROVIDE AND INSTALL WIRING, FIXTURES, AND PROVIDE A SEPARATE UNIT PRICE FOR The EMERGENCY BUILDING, STATE AND LOCAL CODES, ME AUTHORI]Y HAVING JURISDICTION, AND PER AND FINSHES WI~H ARCHITECT. WIRING SHOWN ON ~HESE PU~NS < CONDUIT. SEE FIRE ALARM RISER DIAGRAM FOR LIGHTS. MANUFACTURER'Sis NON-COMBUS~BLE.IRSTRUC~ONS'LOCAL DETECTORSAu~ORmEsARE~AyNOTREQUiRESHOWNiNsTALLATIONAS CONSTRUCTIONoF IS SCHEMA~C IN NA~JRE ANDusED.NOT ACTUAL WIRING PATRS TO BE CONNECTIONs.MOUNTING HARDWARE FOR TELEPHONE AND DATA WIRING CONNECTIONS. DETECTORS IF N)DmONAL MATERIAL SUCH ~S INSULATION OR NEW sTRUCTURE ANE C' ALL SURFACE MOUNTED RACEWAYS, AND zm ASSOCIATED ITEMS FOR INSTALLATION. o 5. ALL EMERGENCY SYSTEMS ARE TO BE CLASSIREO/~ FLAMMABLE CONNECTED TO THE NEW FIRE ALARM CONTROL 2. PROVIDE AND INSTALL 4 FT. HIGH BY 4 FT. PANEL (F.A.C.P.). WIDE, 5/4 IN. EXTERIOR GRADE PLYWOOD BACKBOARD, PAINTED BLACK, FOR TELEPHONE 4. PROVIDE AND INSTALL FIRE ALARM AND SAFETY FIRE ALARM SYSTEM WIRING SYSTEM. EQUIPMENT AS SPECIFIED, OR EQUIVALENT. SUBMIT ALTERNATIVES FOR APPROVAL. FOLLOW kiaNUEAC3URERS INS3RUCTIONS FOR MAXIMUM NUMBER OF 5. CONTRACTOR TO MAKE PROVISIONS FOR I DNSY-CHAINED DETECTORS AND k~ANIMUM NUMBER OF ENUNCIATORS TELECOMMUNICATION, AND DATA WIRING IN ALL 5. ALL ROOF AND FIRE RATED WALL PENETRATIONS PER CIRCUIT. INDICATED AREAS. SHALL BE CAULKED AND SEALED WITH CODE 4. ALL TELECOMMUNICATION AND DATA WIRING COMPLIANT MATERIAL. SHALL BE UP INSIDE NEW WALLS (WHERE · ~ · 6. ALL WIRING IS TO BE IN SCHEDULE 40 PVC or POSSIBLE) AND SHALL BE NEATLY ROUTED EMT CONDUIT, OR MC CABLE WITHOUT EXCEPTION. LABELED BUNDLES. If ROUTING IS EXPOSED CONTRACTOR SHALL INSTALL WIRING IN EMT < 7. ProvIDe AND INSTALL DUCT DETECTORS TO TIE CONDUIT. ~_=~ INTO THE F.A.C.P IN THE RETURN SIDE Of AIR DISTRIBUTION SYSTEMS HAVING A DESIGN CAPACITY 5. ALL TELEPHONE CONNECTIONS SHALL BE EIGHT Of 2000 CFM OR GREATER, UPSTREAM OF ANY WIRE (FOUR PAIR) TO ACCOMMODATE TELEPHONE, FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR FAX, OR MODEM REQUIREMENTS AT ALL CONNECTIONS, OR DECONTAMINATION EQUIPMENT LOCATIONS. AND APPLIANCES. COORDINATE WITH MECHANICAL CONTRACTOR IN FIELD FOR EXACT REQUIREMENTS 6. VERIFY ALL TELEPHONE AND COMPUTER JACK AND LOCATIONS. LOCATIONS WITH OWNER PRIOR TO COMMENCING 8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED EXPANSION CARDS, MODULES, 7. CONTRACTOR SHALL PROVIDE PULL CORDS IN · FASTENERS, CONNECTORS, MOUNTING HARDWARE, ALL TELECOMMUNICATION CONDUITS. AND ANY OTHER REQUIRED ACCESSORIES TO CREATE A NEAT AND CLEAN OPERATING FIRE ~--~ ALARM SYSTEM. ~ DANCE MECH M ~)~ ~ // ' ~ ~.~ '%[~ STUDIO ' ~_/ ~ TOILET OFFICE 2 /// ~~i-~f-~oMi e e-- VILLAOE RECORDS. CONFERENCE * "/ e / ,, , , = .... u_ ,~;; U_0 FI- 0 SYMBOL LEGEND o' s, [ ~i 24, 0 _. OOz RRE z u_jF- (~) EXIT SION coM, R CO,,EG.ON 03 ® SMOKE BETECTOR 0 n" t~} HEAt DETECTOR ~ .RE ,RO,CATOR HOB. a sT~BE L,G.T SYMBOL LEGEND ~ RRE ALARM CONTROL PANEL (~) EXIT SION ~ COMPJJ~R CONNECTION (~ SMOKE DETECTOR t~) HEAT DETECTOR ~ FIRE INDICATOR HORN & sTROBE UGHT [] FIRE INDICATOR sTROBE UGHT ONLY (NO HORN) [] RRE ,~,L~RM pULL sTATION · TEL[PHONE CONNEC]]ON