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Home My WebLink About30755-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32050 Date: 12/05/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 7 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 18, 2004 pursuant to which Building Permit No. 30755-Z dated NOVEMBER 5, 2004 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 SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BURTON G TREMAINE III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2049327 07/26/05 PLUMBERS CERTIFICATION DATED N/A t oriz d Sigrfature Rev. 1/81 • Form No.6 -• - - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 8 APPLICATION FOR CERTIFICATE OF OCCUPANjjf ff This application must be filled in by typewriter or ink and submitted to the Building Department with the following: J' A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. --0f4'V-P " **" 2- 2. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 1S0$i7£,a V20 0�i- :✓3. Approval of electrical installation from Board of Fire Underwriters. C'ON AttQcegrnh A. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. Sr Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. .f-Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector 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 to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) r� Location of Property: .3�t� til r�c� PbIAX 0 _, S&aT 944YA 1 w y 149,P6 House No. Street Hamlet Owner or Owners of Properly: V 'lo A) Suffolk County Tax MapNo 1000, Section �(?'] Block Loty0 Subdivision Filed Map. Lot: p n Permit No. 3 0 _7� Date of Permit. 1 1 bs Applicant: 'U !✓' a Nll )ai� ' LI44✓L�f' Health Dept.Approval: Valax_ Underwriters Approval: (961 "(97 Planning Board Approval: 1'&Ifa6 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $_:;S Oy X 2- " Sb n� FV-1 1ZD (� Ir rroA A-h Applicant Signature 9-a--7 ) 4'13 Co X3)050 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32051 Date: 12/05/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 7 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 18, 2004 pursuant to which Building Permit No. 30755-Z dated NOVEMBER 5, 2004 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 ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to BURTON G TREMAINE III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2049327 07/26/05 PLUMUMS CERTIFICATION DATED N/A Aut orized Signature Rev. 1/81 • Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 -. $ APPLICATION FOR CERTIFICATE OF OCCUPANJY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. _For new building or new use: 1. Final survey of property with�accurate location of all buildings,property lines, streets,and unusual natural or topographic features. SIPl� i" *'- ?- 2. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 05 V1. Approval of electrical installation from Board of Fire Underwriters. e-ON et4A S1?�+ v4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. .,5�- Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. Ff Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector 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 to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. )d 3a U 6 New Construction: �Old or Pre-existing Building: (check one) Location of Property: 3_-?GYp C�L_A4f POIAX 1LI� FkStf �S'Li4n�� > my D69,00 House No. Street Hamlet Owner or Owners of Property: 13 Suffolk County Tax ap No l 00,Section la`T Block Cha© I Lot 0 Subdivision Filed Map. Lot: Permit No. C30 TgS Date of Permit. i 1 a Applicant: S�U V eJ Health Dept. Approval: 7/9/zxl�_ Underwriters Approval: d wl ""917 y Planning Board Approval: P&A/NG Request for: Temporary Certificate_Final Certificate: (check one) Fee Submitted:$ �V 1b ( Yd I "" Applicant Signature C�e�� lyt�3 CO2--� 3)05 � o rr��r��rss�r�rrrrr�n�n�n�n�n�r�n��n 3 1 n I@ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY e5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT c5 5 Upon the application of upon premises owned by 5 5 N.I. ELECTRIC LLC BURTON TREMAINE 5 6 FAIRWAY LANE CLAY POINT ROAD OLD LYME, CT 06371, FISHER ISLAND, NY 06390 CLAY POINT ROAD FISHERS ISLAND, NY 06390 5 C5 5 5 Located at 55 e5 Application Number: 2049327 Certificate Number: 2049327 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a Residential 3000 occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 l5 Basement,First Floor, Second Floor,Outside,Attic, e5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2005. 5 55' Name 2 Rate Rating Circuit Type 5 5 Miscellaneous �5 5 2500 SQ FT S 5 steam unit for sauna 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 2 0 Heat 5 5 Sensor 12 0 Smoke 5 Transfer Switch 1 0 200 amp 5 5 Appliances and Accessories 5 Dish Washer 2 0 1.2 KW 5 5 01 Oven 2 0 50 Amps Hydro Massage Tub(Therapeutic 1 0 55+ 5 Furnace 2 0 Gas 5 5 Wiring and Devices 5 5 Receptacle 64 0 General Purpose 5 Switch 50 0 General Purpose 5 seal Fixture 271 0 Incandescent 5 Fixture 11 0 Flourescent 5 �5 Continued on Next Page 1 of 2 e� �c This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 L7 LPLrQr rL3Pr P�rlIrJ�rrr�rJ�I�I�IrJ��PrJ@n r1 cnrJ�lrrr� rJ�cnrJrJ&rrrffig rMINERJcPrJ�tJ�cl@J�PrJ� o 5OrJ'cPcPrJflLrL3rJL3rL3jlrJrJcPrJ�rJ�rJ rJcPr�cPrPcPr�r PrJrJ rJrJr� rJcPcJrJcPrJ�cPr�cPrJ�r tarJ�rJrJrJ r�rJrJ�cfc P rJrJ IM31 I] 11511 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK, NY 10038 S CERTIFIES THAT �S Upon the application of upon premises owned by N.I. ELECTRIC LLC BURTON TREMAINE 5 5 6 FAIRWAY LANE CLAY POINT ROAD S C5 OLD LYME, CT 06371, FISHER ISLAND, NY 06390 5 e5 Located at CLAY POINT ROAD FISHERS ISLAND, NY 06390 C5 Application Number: 2049327 Certificate Number: 2049327 5 Section: Block: Lot: Building Permit: BDC: ns11 5 `]C Described as a Residential 3000 occupancy, wherein the premises electrical system consisting of r7 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Outside,Attic, e� 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Std' herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day ofJuly,2005. 5 5 Name (OTY Rate Rating Circuit Type S 5 Receptacle 2 0 20 amp Laundry �5 5 Arc Fault Circuit Interrupter 5 0 15 amp 5 5 Receptacle 32 0 GFCI 5 5 Service S 5 I Phase 3W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 5 Meters: I 5 5 5 5 5 S 5 seal C1 5 2 of 2 c5 55 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 o ��LPLPLPLPCJ ssss�sss�� s��C �� v Tawe th",$3095 Malo Rwd Fau(631)765.1823 Sou"d,NEw Yak 971.0459 7ebphose(632)7661802 BUILDING DWARTMENT 'PAWN OF SOUTHOLD CERTIFICATION Date: 7- Building -Building Permit No. Owner: %l4 fq r✓I Al C. LL (please print) r' Plumber: J (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. tubers Signature) Sworn to before me this c day of v 20 NR j An r , Notary Publi •.�:;3 7.005 County 1 -� 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. 30755 Z Date NOVEMBER 5, 2004 Permission is hereby granted to: BURTON G JR TREMAINE PO BOX 3220 VERO BEACH FL, 32964 for DEMO OF A DWELLING, CONSTRUCTION OF A NEW DWELLING, CONSTRUCTION OF AN ACCY GARAGE AS APPLIED FOR PER DEC & TRUSTEES . 2 COS REQUIRED AT ONCE at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 007 Block 0001 Lot No. 002 pursuant to application dated OCTOBER 18 , 2004 and approved by the Building Inspector to expire on MAY 5, 2006 Fee $ 2 , 881 .40 Authorized Signature ORIGINAL Rev. 5/8/02 James F. King, President -``�OF SoU)yO Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen �e Bob Ghosio,Jr. Telephone(631) 765-1592 a, onuffN Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0167C Date November 16, 2006 THIS CERTIFIES that the single-family dwelling and three-car garage At Private Rd., Fishers Island Suffolk County Tax Map # 7-1-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/6/02 pursuant to which Trustees Permit# 5552 Dated 5/22/02 and Amended on 11/15/06 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling and three-car garage. The certificate is issued to Burton Tremaine III owner of the aforesaid property. Authorized Signature CM CME Assoc. Engineering, Land Surveying, & Architecture, PLLC. _ formerly Chandler, Palmer&King 110 Broadway Norwich,CT 06360 (860)889-3397 FAX(860)886-7801 November 5, 2006 i Mr. Burton G. Tremaine III P.O. Box 415 B Fishers Island, NY 06390 Subject: Tremaine Residence 3300 Clay Point Road Block 28— Lot 11 Dear Mr. Tremaine: Based on the two site inspections performed at the subject property, we have determined that the structural framing has been installed in accordance with the International Building Code Section R301.2 and the attached structural plans developed by CME. These structural plans, labeled S1-S5, were previously submitted to the building department to obtain permits. Also attached are "as-built" floor plans developed by Resco Engineering. These drawings show the current status of the Tremaine residence. The "as-built' floor plans do not present significant changes when compared to our structural drawings, and therefore have no adverse affects to the structural integrity of the residence. If you have any questions or require any additional information, please do not hesitate to contact me at your convenience. Since I ---- ��°F N61V �P P�FN BUS° 0 Y . I Q 'r 89289 10. 0 Brya Director of Structural Engineering Cc: CME File No. 2004845 Toll Free(888)291-3227 An Equal Opportunity Employer www.cmeengineering.com FIELD INSPECTION REPORTTDATEAvilpe- COMMENTS FOUNDATION(1ST) � 13 -------------------------------------- FOUNDATION (2ND) O ROUGH FRAMING& - y PLUMBING �` � � ��®rte �� ° •�� INSULATION PER N.Y. --- H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS �i O m D y � O z a r H a x . � y 12/05/2006 16:2C PAX 631 799 7798 k7-;MRS ..SLA&3 UTILITY 2002 FIELD INSPECTION REPORT DATE -- -- COM S w FOUNDATION(1ST) _ -------------- FOUNDATION(2ND) - - --....--.- _----.___- �. ._ ROUGH FRAMING B. ---- PLUMBING.. MAO' Q .1r w a INSULATION PER N.Y. STATE ENERGY CODE .--- ------ EAFINAL ._ __...._. ADDITIONAL COMMENTS 1 1p Albert J. Krupski,President ��fjf SUUJy� Town Hall James King,Vice-President 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson !' O Telephone(631) 765-1892 COUNTFax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD pp TO: Building Dept. i ' FROM: Board of Trustees i' 2 9 2005 DATE: September 29, 2005 � L, T "�,-- - - RE: Burton Tremaine Wetland Permit#5552 Please be informed that Trustee James King met with Mr. Tremaine on his property in Fishers Island on August 10, 2005. Trustee King stated to Mr. Tremaine that the newly constructed dwelling did not match the proposed dwelling indicated on the survey prepared by Richard H. Strouse last revised March 19, 2004. Furthermore, gutters or drywells were not installed, as required on the Wetland Permit#5552. A three-car garage was also constructed within 100' of the wetlands without a Wetland Permit. Mr. Tremaine agreed he would apply for an Amendment to his permit for what currently exists and provide our office with an overlay of the property with what was originally approved compared to what was actually constructed, as requested by Trustee King. The Board of Trustees cannot issue a Certificate of Compliance until the above- referenced issues have been addressed. Burton G. Tremaine III P.O. Box 415 Fishers Island, NY 06390 T: (772) 569-4995 E: fiwindward@gmail.com November 2, 2006 Mr. Gary J. Fish Building Inspector, Town of Southold Town Hall, 53095 Main Rd P.O. Box 1179 Southold, NY 11971-0959 Dear Gary, Enclosed please find Application for Certificate of Occupancy for the Tremaine Residence along with the following documents: A. A check for $50 made out to "Town of Southold Building Dept." B. Board of Fire Underwriters approval of electrical installation. C. Sworn statement from plumber concerning lead content in solder. D. CME Engineering raised seal letter which is attached to the structural plans and as built plans. E. Test Report rendered to Builders Wholesale for windows installed in house. The same company supplied the doors and they also comply with the wind load requirements. F. The rating certificate for the three garage overhead doors. G. The rating certificate for the outside door to basement. H. The final approval from the Suffolk County Department of Health Services, Office of Wastewater Management was issued September 2, 2005. 1 am unable to locate the stamped drawing and Dick Strouse has sent to the Department drawings for them to stamp. They will send them to me and once received a copy will be mailed to you. I. All other areas of concern raised in your previous two visits have been corrected with the only exception discussed on our phone conversation of October 31, 2006. J. Mr. Robert Wall will fax his "work papers" concerning his inspections of my house. I respectfully request that the building department of the Town of Southold look favorably upon my application for a Certificate of Occupancy. If there are concerns or deficiencies, please contact me so that they can be resolved as quickly as possible. Sincerely, Burton G. Tremaine III A Architectural Testing ASTM E 1886-02 AND ASTM E 1996-02 TEST REPORT Rendered to: BUILDERS WHOLESALE SERIES/MODEL: Bavarian Windows PRODUCT TYPE: Wood Tilt-Turn Window Report No.: 51109.02-122-44 Test Date: 05/11/04 And: 05/12/04 Report Date: 11/29/04 Expiration Date: 05/12/08 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com A Architectural Testing ASTM E 1886-02 AND ASTM E 1996-02 TEST REPORT Rendered to: BUILDERS WHOLESALE 8 John Walsh Boulevard Peekskill,New York 10566 Report No.: 51109.02-122-44 Test Date: 05/11/04 And: 05/12/04 Report Date: 11/29/04 Expiration Date: 05/12/08 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Builders Wholesale to perform testing on three Series/Model Bavarian Windows, wood tilt-turn windows. The samples tested met the performance requirements set forth in the referenced test procedures for a +30.0 psf and-35.0 psf design pressure. Test specimen description and results are reported herein. Test Specifications: The test specimens were evaluated in accordance with the following: ASTM E 1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: Bavarian Windows Product Type: Wood Tilt-Turn Window Overall Size: 3'4-1/8" wide by 60-1/8" high Vent Size: 3' 1-1/8" wide by 5' 8-1/4" high Daylight Opening Size: 2' 6-3/8" wide by 5' 1-5/8" high Finish: All wood was painted white. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com A 51109.02-122-44 Architectural Testing Page 2of8 Test Specimen Description: (Continued) Glazing Details: The vent utilized a 1-1/8" thick insulating glass unit fabricated with one 1/4" thick tempered glass sheet at the interior and one 5/16" thick laminated glass sheet at the exterior. The laminated glass sheet was fabricated with two sheets of 1/8" thick annealed glass with a 0.090" thick PVB interlayer between. The tempered sheet and the laminated sheet were separated by a metal spacer system. The vent was interior glazed onto a polyurethane bedding and secured with wood blind stops fastened with 1-1/4" brad nails located 1" from the corners and every 1-1/4" around the perimeter. The glazing was cap beaded with silicone on the interior and exterior. Weatherstripping: Descriptio Quantit Location Custom vinyl, kerf-mount, I Row Vent perimeter hollow compression gasket Frame Construction: The frame was constructed of wood. The corners utilized finger joints secured with glue. An aluminum snap-in-place sill insert, containing weepholes, was added to the exterior of the sill. Vent Construction: The vent was constructed of wood. The comers utilized tongue and groove construction that was secured with glue. Hardware: Descriptio Quanti Location Multi-point lock 12 points 8", 29", 47" and 62" from sill on both system with tilt-turn jambs. 2-1/2", 13" and 27-1/2" from hardware locking jamb on sill. 12" from locking jamb on head. Metal pin pivot hinges 2 Top and bottom of vent Metal handle 1 23-1/2" from bottom of vent Drainage: Descriptio Quanti Location 3/16" wide by 1-1/4" 2 2-1/2" from aluminum sill insert high weephole ends 1/8" wide by 1/4" 2 1-1/2" from bottom rail ends high weephole draining glazing channel A 51109.02-122-44 Architectural Testing Page 3of8 Test Specimen Description: (Continued) Installation: The window was installed into a 2" wide by 8" high wood buck. Interior and exterior blind stops were utilized. The exterior blind stops were secured utilizing #6 by 2" flat head screws located 1-1/2" from the corners and 8" on center. The interior blind stops were secured utilizing #8 by 2-1/2" flat head screws located 3" from comers and 12" on center. The window also utilized#8 by 4" flat head screws located 3" from the head and sill and 18" on center through the buck sides into the frame jambs. Test Results: The following results have been recorded: ASTM E 1886-02,Missile Impact Conditioning Temperature: 86.07 Missile Weight: 9.4 lbs Missile Length: 8' 0" Muzzle Distance from Test Specimen: 17.0 ft. Test Unit#1 Fact#1: Missile Velocity: 49.9 fps Impact Area: Midspan of vent Observations: Large missile impacted target, fractured exterior laminated annealed glass,broke out interior tempered glass,no penetration. Results: Pass Test Unit#2 Imnact#1: Missile Velocity: 49.8 fps Impact Area: Lower left corner Observations: Large missile impacted target, fractured exterior laminated annealed glass, broke out interior tempered glass, separated hinge jamb and bottom rail comer at caulk joint, no penetration. Results: Pass Test Unit#3 Fact#1: Missile Velocity: 50.3 fps Impact Area: Upper right corner Observations: Large missile impacted target, fractured exterior laminated annealed glass,broke out interior tempered glass, no penetration. Results: Pass Ak 51109.02-122-44 Architectural Testing Page 4of8 Test Results: (Continued) ASTM E 1886-02, Air Pressure Cycling Test Unit#1 Design Pressure: +30.0 /-35.0 psf Table 1 "Cyclic Pressure Differential Loading", Section 11, Paragraph 11.4.2 POSITIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range (psf) Cycles Cycle Time #1 #2 #3 6.0 to 15.0 3500 1.92 sec. 0.05" 0.06" 0.05" 0.0 to 18.0 300 2.05 sec. 0.06" 0.08" 0.06" 15.0 to 24.0 600 2.07 sec. 0.07" 0.10" 0.08" 9.0 to 30.0 100 1.80 see. 0.08" 0.12" 0.10" Permanent Set 0.02" 0.02" NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range(psf) Cycles Cycle Time #1 #2 #3 10.5 to 35.0 50 1.80 sec. 0.08" 0.10" 0.08" 17.5 to 28.0 1050 2.03 sec. 0.07" 0.08" 0.07" 0.0 to 21.0 50 1.80 sec. 0.06" 0.07" 0.05" 7.0 to 17.5 3350 2.05 sec. 0.05" 0.06" 0.05" Permanent Set 0.02" 0.03" 0.02" Result: Pass 1 51109.02-122-44 Architectural Testing Page 5of8 Test Results: (Continued) ASTM E 1886-02,Air Pressure Cycling Test Unit#2 Design Pressure: +30.0/-35.0 psf Table 1 "Cyclic Pressure Differential Loading", Section ll, Paragraph 11.4.2 POSITIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range (psf) Cycles Cycle Time #1 #2 #3 6.0 to 15.0 3500 1.53 sec. 0.03" 0.04" 0.04" 0.0 to 18.0 300 1.67 sec. 0.03" 0.04" 0.04" 15.0 to 24.0 600 1.84 sec. 0.04" 0.05" 0.07" 9.0 to 30.0 1 100 1 1.56 sec. 1 0.05" 0.08" 0.09" Permanent Set 0.01" 0.01" 0.01" NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range (psf) Cycles Cycle Time #1 #2 #3 10.5 to 35.0 50 1.64 sec. 0.05" 0.07" 0.06" 17.5 to 28.0 1050 1.64 sec. 0.04" 0.06" 0.05" 0.0 to 21.0 50 1.79 sec. 0.04" 0.06" 0.05" 7.0 to 17.5 3350 1.71 sec. 0.03" 0.04" 0.04" Permanent Set 0.01" 0.01" Result: Pass A 51109.02-122-44 Architectural Testing Page 6of8 Test Results: (Continued) ASTM E 1886-02, Air Pressure Cycling Test Unit#3 Design Pressure: +30.0 /-35.0 psf Table 1 "Cyclic Pressure Differential Loading" Section 11, Paragraph 11.4.2 POSITIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range(psf) Cycles Cycle Time #1 #2 #3 6.0 to 15.0 3500 1.52 see. 0.04" 0.06" 0.04" 0.0 to 18.0 300 1.55 see. 0.05" 0.06" 0.04" 15.0 to 24.0 600 1.63 sec. 0.06" 0.08" 0.06" 9.0 to 30.0 100 1.81 see. 0.07" 0.10" 0.07" Permanent Set 0.01" 0.01" 0.01" NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection (Indicator) Range(psf) Cycles Cycle Time #1 #2 #3 10.5 to 35.0 50 1.69 sec. 0.06" 0.08" 0.08" 17.5 to 28.0 1050 1.55 sec. 0.05" 0.07" 0.07" 0.0 to 21.0 50 1.59 sec. 0.05" 0.06" 0.06" 7.0 to 17.5 3350 1.55 sec. 0.04" 0.06" 0.06" Permanent Set 0.01" 0.02" 0.02" Result: Pass A 51109.02-122-44 Architectural Testing Page 7of8 General Note: Upon completion of testing, the specimens met the requirements of Chapter 7 of ASTMS 1996. Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile(s) Missile(s): 2 by 4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Deflection Measuring Device: I" dial indicators. List of Official Observers: Joseph A. Reed, P.E. Architectural Testing, Inc. Mark A. Hess Architectural Testing, Inc. Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of four years from the original test date. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. dgU6 Sgre by:Mv &A N"Dietl by:SOewn M.11rich Mark A. Hess Steven M. Urich, P.E. Technician Senior Project Engineer MAH:vIm 0F NEIN1- ��P tl �Q1F -5- r �A�0080823"� � Ak 51109.02-122-44 Architectural Testing Page 8of8 Revision Log Rev. # Date Page(s) Revision(s) 0 11/29/04 N/A Original report issue - Revised Report No. 01-51109.01. Corrected Specification from ASTM E 1996-02 to 1886-02. 8 ,P— 'y I YrodnM Evaluation Reportpowhimaa., M"mm o&Caws 1 for Florida DCA OUD"[ 4 F"44.OA 4514 Ymm,OR 49040 6.alrmeRev9R C1 MW . $13.770.4700 lWnaned Gliwarwm: The Cbpsy aldwkg Psodleb Company mcdarl dMa a dmmaad m da dnwispAAd bd w mW be dmip and bd PSA'Amve.7Wd oath em0e7 aM ndmsl rWyda demi6dbdew,Ow pndmb ew.kmrd b M b ,xmptlmmawt0 the"Waft pmbaiom of ex rk1w Baitdor6 Cdec ®Cm ms tM UMM,IMCI Wdtd LoW(Wmd ie taetplMoce ajypSC 1707.43.1,d.ANUMARM 107 wTA0 302) G 1mW eM MME:1619wW tae4a dw NVA2(1+a4 bawey7rm4v+1A FSC 1707.43.[,re8 TAS 20S), 1626 C)di.Tme Ar VM oa[.TAS 201),IR6 pmpaetTna(4rHYeZyet TAS mit 0eeb1091m tmmmmtmm00e91ea 27 p.mm.;m41s Ada x7p.ram,). 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ILIAM P<.!w<V w e( µAN.YAT Py.01313 1240 MA rMn#Y 3MyR1!� TR Op1TM w TK Llloi teYOMV.YM1SMA RSMM[6.04 1380d -.163 P.SF. awl MMI MC{IN T- Lwi R M:MfwmwT 1M MAI{6g1\w IESF LOMY 4IS6 OAF. f. ! -45A P 1! <�W YM M rrM.[<[l 1/N-P •.ra MN YNV.S.G2 CSNO w11 IMipOF IW blC ZfllQrl6 O. MW[SN6 M6 A R{!]YQ e1101L SOWS woS I.M M. .Iw.�r�j rl LMIU.r s111Nw tIDO 11Y1 MC Inr LIItP w 1w eYMML u W<MpY Al Yw r�.( Y M6 6(h<IYI. rlra ArPT loll M61!Yd/Y{N[T e!r4 AIKN •wA en e3A11[P A 1.t11i NAVRL IWIM"AO vs 'P <nl<IINJm IIKq UMII R b GOW � [IOAA BY.vAG PbLCMr1S YOIMY3r • NC.I[ MJ Ilb•.YO- ./♦'d/r'i61 a AI li A OW Wn aaw 1AL(FEU. 65Y dlli soM(aw . I ♦ rrrnA sA 1/4 e. MIAs{/(9001 llWv TAv Y[T6 cslcP+6Yl, "H411- MOM MWL 4rGIWT . - ro taco 3MT Iq•/IYYI'Mu usPM6 s.,a.. Buildlnp Products Isl.TO no- elM 3•TY[ll. loaf[MMIp 4 1HERMA N e PERF 8 Structural Wind Load .. TESTINGMBTHOD Testing isioaccordeece with: ---._ SUndardMdWiUgCode,Chapta 1205-Wmd Loads SrnrthFlaidaHuilding Coda,Protoco1PA202A4,Section 5.2.3 UmftermStaticAirPmordum NW WDAL 5.8-88,Sectkm4.5-Structural Load Datkcdoo1orSwingio8 Patio Dome ASTM E-330-Standard TestMethod for Structural Performance of Exestior Wmdovrs,Curtain Walls and Doors by Uniform Stark Av Prmum Merest" DESCREPTION OFTEST AdoorusUmismetalled into the maawa8ofapressurized chamber Positiveaodnega6wpranvuare applied at various bvels to reptesest wind loadings in exam of 110 mph. The positive and ive pressures are appliedmaeasiogly higherLrveU umil unit Whim oc urs. The maximum pmsnres achieved aro reported. ACCEPTANCE CRITERIA The unit mnst be operable upon completionofthe tat TESTRESULTS STRUCTURAL WIND LOAD PERFORMANCE t �ultttlt�!indiaad mph foot) lour) 1tn are +13.4gf Presmn .96.Opsf 1% AETtissmtTrtrFr'beglusDoarsysureas - \. Posidvepreasure +68.Opsf 165 Negarivopm5m 76.Opsf 1-174- Tonprasweandwmdspeedobaervethe fodowingtekdcnsWp: L Pressure( =0.002496 x rWmd Speed(mph)j2 Certain area in Florida require dud products be labeled with compliance infer ateum Several variations of Thoma-Tor compliance IsbeL are shown on the followwS page: Pape 14 PERF 8 Issweo ow 7m Product Manual Structural lMnd Load s nwiowa rn.rn Ncan Doc G (Page 1 of 2) RINGS END OF NIANTIC Fax:18507395822 Sep 29 2005 1359 P.02 Smooth•Sme THER"M FIBERGLASS ENTRY SYSTEMS EMBUSSED Backe Unit ki0kr0ea: BASIC UNIT PRICING •ev.PrOned Wmd Fame-Inswing _ w/Fnme DefMlw(sas page 88.1) ' fINOLO 0008 OPTIONB 0-4. •Srlexrnm/k Extorter Carsng.Pnn]eo I • 6r•:PnmW Wed Frame-inewrng ADD >G4.0o • Self-Sealklg 8o will,Wppygral0 Cy mo Finch) • Fla]Casing•Phfftd t'he a V., ADD 14.80 • LonO'��CarTraNbn WMtl1MUrDD�nO I ' Dea000k Bon]2•!11 Faceocn) ADD 11.00 •Adjustable Sim-ft Sklka Plate Mm Dichrwm) I • No Primed Bncknqu!o DEDUCT •13.00 •4'x A'Zmc Dkiv mme Hive, ! • Outamng(Mill Finish) ADD 14.80 •Sws*ftm•No Look - - - • 89*%W•2'1-'m 7-6and 2'-8'spore Fpr otfN Dom GPINu•pal SS-40 Blru 12 2'/:on 847 oom i fl is I, 6302 11302 G 8.21?•LE 8.2124.E 6 3::22-6206 6-�S-2 218 GSO S.M GBO•T-I i C Lar E Whale I Low E WN% Tan i 3120 - Airspace Galles Aingea Grilles Alrapape OnMa 2.8 x 1-1 !4311.00 114540 _ 2.8 41 43140 472.00 f4g74p 0464.00 0427.00 340 4.00 1840 140 472.ao 407.00 IM.00 4a7.o0 2.0x8-1 s00 1.00 SOQ.00�g7A0 NI.00 467.00 3.0 40.00 1.00 602.00 437.00 4w.0D 44.00 J I I s-:7o s 273 s 2w s-zea L5 , B 26ae 4¢ 4 Pana images C!eer Lar E Froaed Imsgaa 2-8 !238.00 0548.00 S{07.00 ieZt,00 5403.00 540.00 a22.00 moo DauWa -SN Options Page 9840 �iA eryln anu �e ani wa�`" cc• - F]OUt3NOPENINGS-Page 85.43 IA•1B'A 1Nllao�iR -.._ -� -. _ q Vish Wf5l0 SAO:wwW.lrm.com _ SS-8 Bwokwaysmith Company JULY 2005 Doc G (Page 2 of 2) xR, .lrt .es _e .tom l Ali.,i'✓ .. 1 ',f R..{'... ♦ .t. y Board Of Southold Town Trustees h K. SOUTHOLD, NEW YORK :•, PERMIT NO. 5552 DATE: .,..May 22.... 2002 B.G. TREMAINE * ' ISSUED TO ........................................................................__..................................._.......... ...... ,�u#f�nri�tt#inn k Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance an titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the Resolution of The Board adopted at a meeting held on May...22........ 2002..:, and in consideration of the sum of ;.._2.5Q...04....... paid by £ JMOEnvironmental Consulting on_behalf..of...f3.,..�'a_.....Tremaine... ......_........I... ...g_. . >t of ........ ....Quogue,....................................................... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof,of Southold Town Trustees authorizes -and permits the foBowdan^ ,. Wetland Permit to demolish the existing single family dwelling and constncl a new single ?l family dwelling,garage,associated sanitary system,ramp,porch,pool terracing and new gravel drive. Prior to commencement a staked line of haybales and sill fencing shall be installed and maintained until completion of project. Drywells and gutters installed to contain roof run-off. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees her- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. *`` Do��FFaxco in s � ` O�A• 41F r Trustees r.• "� TERMS and CONDITIONS The Permittee residing at Private Road Fisher•s Island N. Y, as part of the consideration for the issuance of the Permit does understand and Prescribe to the fol- lowing: i. That the said Board of Trustees and the Town of Southold are released from say and ail damages, or claims for damages, of suits arising directly or indirectly as a result of any open- ation performed pursuant to rids petmtq said the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes fall lid ilhy with respect :hereto, to the ramplew exclusion of the Baud of Trustees of rise Town of Southold 2. That this Permit is valid for a period of : 24 mus. which is considered to be the estimated time required to complete the wodc involved, but should drownstaares warrant, request for an exemsion may be made to the Board at a hues due. I That this Permit should be rxained indefWi tely, or as long as the said Peomitta wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orizadon was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with.the provisions of the originating application, may be ease for revocation of this Permit by resolution of the said Board. 5. That these will be no unteasooable interference with navigation as a resuh of the wale herein authorized. 6. That there shall be no interference with the right of the public to pas and [ceras along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal sad/or alterations in the location of the work herein aathaied, or if, In the opidoo of the Board of Trustees, the. work shall Cause unreasonable obstruction to free navigation, the said Permittee will oe regaiced, upon due notice, to remove or alter this wodc or project herein stated without expenses t he Town of Southold. & That the said Board will be notified by the Permittee of the oompiedon,of the work auth- orized 9. That the Permittee will obtain all other permits and consents that nay be required sup' plemental to this permit which may be subject to revoke upon failure to obWu same Burton G. Tremaine III P.O. Box 3220 Vero Beach, Florida 32964 T: (772) 299-5010 F: (772) 299-0015 p ( E: tremaineoffice@gmaii.com April 13, 2006 Town of Southold Building Department Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 RE: Building Permit#30755-Z— Suff. Co. Tax Map#1000-7-2.1 1 respectfully request an extension of my building permit referenced above as I need some additional time before I can request a final inspection for my Certificate of Occupancy. As I am unsure as to how long this will take to compete, I request the largest extension possible hoping that this would be more time than I will need. The spring, summer and fall are times in the year that the contractors devote their priority time to opening, maintaining and closing houses. Project related activities such as those that I have are more difficult to get scheduled during this portion of the year. Your cooperation to this request will be greatly appreciated. If you have any questions regarding this matter, please contact me at (772) 559-4995. Sincerely, Burton G. Tremaine III BGTlll:bw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03015/00005 September 16,2002 FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S) Under the Environmental September 16,2007 Conservation Law TYPE OF PERMIT■New ❑ Renewal ❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27:Mined Land Management Reclamation Cl Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER H. G. Tremaine 203 639-5234 ADDRESS OF PERMITTEE 290 Pratt Street, Meridan, CT 06454 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Glenn Just, JMO Consulting, PO Box 447, Quo ue, NY 11959 631 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Private Road, Fishers Island, SCTM # 1000-007-1-portion of lot 2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold West Harbor & MY-9 DESCRIPTION OF AUTHORIZED ACTIVITY: DEMOLISH AND REMOVE AN EXISTING DWELLING; CON- STRUCT ANEW DWELLING,TERRACE, POOL, DRIVEWAY AND PORCH,, AND INSTALL A SEPTIC SYSTEM. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS STAMPED NYSDEC APPROVED ON 8/1/2002. L J By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions (see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark C Carrara Bldg. #40, SUNY, t ny Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE August 1, 2002 Page 1 of 4 09/28/2005 15:45 FAX 831 788 7798 FITELEF£..)NE 2002 BENCAK"KSTEEL ROD \024 MEND �� EDGE OF LAWN k �__ % 219.27 ��•�• :+"�,,;.. s Ss44'40'w .I -01-2004 (5") 13.32 x \ 1 IOUSE O -OBa 4 06-01 2004(1-3) �•in \ � /-�` \� 13.7 , - 01-21 2002'x1 12.7 i CAPACE 00-23-2004(5) e • •\\ OARABE 11-01—..2004(6) ' • . \ r S'� 3� fiti ' • t y� g f14 y 4 5h sF z a ApPZUMFM FLOW ONE AE a 11-0 PER FIRM 3 B 36103CO0380 b.. a>ii4 ' 7.�[�i 6kx Fes 3 tk.! £f3q k Y }�A jeYp3 N.+6B4ti9/0,,;. �I @€?1'„^';. :# e44, i � 09/28/2005 11:03 F'A% 631 788 7798 FI1MEPHONE a-002 EPA American Constructors Group, zzc September 23, 2005 To : Mr_Robert Walls VIA CERTIFIED LETTER Town of Fishers Island Fishers Island,NY 06390 Fr)m :Chet Duncan,CF_(7_,`, L.. . Subject. FItEMA121E Project: t Dear Bo:), _ " 'k I have left quite akue ..e, above subject for some Weeks now. I waa ii,� ae�e�s:lhaCup,LLC has suspended activities vrt p aYrlaB .1gasonx. of the reasons is as£alleg+s; < 1. F;;ilure to be #or the moni4s o Jppe,Iuly& 2. C c oceras regard�S' Is urirg to talc vcma OCttapymg the residence prior tc the issnattce o r��of ccu Ane� wp L E` i 3_ Ows,!r directedS outia�rors agcump is#rirt araIczxo�m'eo;tshnauce.with the Prisms oraccomplrshin -%ish'-work}pGortcrAo imspeuiaAns 4. Owner directed Sco for v4i T, C 1 ACCs approval or guidance) could be held axoemtable for u xS*� f�aai mes_ Mr_Tretinaine has been nod£ed ofthis•sti>tp s tsraccordaace with procedures and requirements. Plras::ot,advised that ACG has notified Suffolk County as to this suspension of Work antic.tire•tact that any and all Sub Contracts,,s,Owners Agents, Owners Contractors and labor fortes are NOT working under the ACG umbrella nor did ACG give approval for their aa.cm to the Site. "On Time.... On Line... On Budget" 11 Freedom Way D-4•Niantic,CT 06357 860-739-0220 860-739-3301 fix www.anwzanconstnuchrsgicup.com 09/28/2005 11:03 FAX 831 788 7798 FITELEfHONE 11003 I will]seep you informed as the need arises. On a personal note, It has been a pleasure working with you on this project and I only wish that more Inspectors were as knowledgeable as you. I am in hopes that our paths cross again- Warm gainWarm regards: Copy to. 038 file Adam Grossman,Esq. Riverhead,NY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03015/00005 September 16,2002 FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S) Under the Environmental September 16,2007 Conservation Law TYPE OF PERMIT■New ❑ Renewal ❑ Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1,3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER H. G. Tremaine 203 639-5234 ADDRESS OF PERMITTEE 290 Pratt Street, Meridan, CT 06454 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Glenn Just, JMO Consulting, PO Box 447, Quo ue, NY 11959 631 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Private Road, Fishers Island, SCTM # 1000-007-1-portion of lot 2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold West Harbor& MY-9 DESCRIPTION OF AUTHORIZED ACTIVITY: DEMOLISH AND REMOVE AN EXISTING DWELLING; CON- STRUCT ANEW DWELLING, TERRACE, POOL, DRIVEWAY AND PORCH; AND INSTALL A SEPTIC SYSTEM. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS STAMPED NYSDEC APPROVED ON 8/1/2002. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions(see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: rRe:gion RESS 1 Headquarters Mark C Carrara #40, SUNY, Ston Brook, NY 11790 2356 AUTHORIZED SIGNATURE DATE �jD/ Page 1 of 4 �/•�" August 1, 2002 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any work,disturbance,and storage of construction materials shall be confined to within the"Limit of Clearing and Ground Disturbance"as shown on the approved plan. 2. A 62'foot buffer of undisturbed natural vegetation shall be maintained landward of the wetland boundary at all times. 3. Heavy equipment, including bulldozers, backhoes, payloaders, etc., shall not be operated in the wetland. 4. A snow fence or other temporary project-limiting fence shall be erected prior to the commencement of any permitted activities along the upland edge of the designated buffer area in order to prevent the inadvertent intrusion of equipment into the protected area. The fence shall be maintained until project completion. 5. Prior to commencement of any construction activities,a continuous row of straw bales shall be staked end to end along the upland edge of the buffer zone. The bales shall be maintained, repaired and replaced as oftern as necessary to ensure proper function, until all disturbed areas are permanently vegetated. The average useful life of a bale is approximately 3-4 months. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. 6. Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20)shall be staked along the upland edge of the buffer zone. The screen shall be maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 7. Silt screen shall be recessed six inches into the ground. 8. Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-anter any water body, wetland, or wetland adjacent area. 9. All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag,flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 10. Burning of wetlands vegetation or construction debris is prohibited. 11. All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. Fuel or other chemical storage tanks shall be contained and located at all times in an area greater than 100 feet landward of the regulated wetland or water body. If the above requirement cannot be met by the permittee,then the storage areas must be designed to completely contain any and all potential leakage. Such a containment system must be approved by NYSDEC staff prior to equipment,machinery or tank storage within 100 feet of the regulated wetland or water body. 12. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project,within two(2)days of final grading,or by the expiration of the permit,whichever is first. Mulch shall be maintained until a suitable vegetative cover is established. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed as soon as weather conditions favor germination and growth. DEC PERMIT NUMBER PAGE 4 of 4 1-4738-03015/00005 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD,NY 11971 3 sets of Building Plans t/' TEL:(631)765-1802 Planning Board approval A to FAX: (631)765-9502 '�� S 5- Survey ✓ www.northfork.net/Southold/ PERMIT NO. Check ✓ Septic Form N.Y.S.D.E.C�— Trustees T Examined20 Contact: 1r (2nn nE-7u5} 7M�CaRSv f}I", Approved �/ ,20� Mail to:.., d3"tlr't� , n,i T Disapproved a/c �u�$ J q-((Q. '-cy- Phone: Expiration ,2 _._ to In ec I`,APPLICATION OR BUI ING PERMIT 1 INSTRUCTIONS 4b. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 accurate plot plan to scale.Fee according to schedule. t plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. a The work covered by this application may not he 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 he occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E 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 OCId en enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an V laddrtiddt ths.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 applicentagrees 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. <2004 (Signature of applicant or time,if a corporation) Pedox1a5 ��S s1�14,e, NyC)63yv (Mailing address of applicant) State whether applicant is owner.lessee,agent,architect,engineer,general contractor,electrician,plumber or builder &(fl U n / C ©{C It't-lie ,at- Name of owner of premises ,(,Gcl-la^/ / re"O-,c K2 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer I (Name and title of corporate officer) Builders License No. )6, 1177 Plumbers License No. 12 &J ' Electricians License No. 41 D 7 - Other Trade's License No. I. Location of land on which proposed wp rk will be do e: 63 9J House Number Street Hamlet T County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,f)�y- b. Intended use and occupancy Kf zi( zf n-e 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �i�d d D d, 0(J Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 12 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existinv structures,if any: Front _RearDepth Height__ Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 9(1- Rear ri Depth 3& Height S13 FY Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase 4/ //AI/ 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 13. Will lot be re-graded?YES I'NOWill excess fill be removed from premises?YES t'NO_ 14.Names of Owner of premises . T/PNQ/ Address_(��D pjl', �L/,' Phone No. 77_'�(ti�- ✓�yS Name of Architect TW b Address CSSeg, C7- Phone No lad 7&7 — 73 3 Name of Contractor a k e¢&ViK Address F/ z(/[1 Phone No. &3/ - 7S-/`Y- _777 ' 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES ANO— IF 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 V 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) COUNNT/YOFSu>�rK ) C /t�� /Lfie�G�KQ being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 06^t /a0&/- (Contractor, U/(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 before me this "�11 day of MQ/CJt 20 U7 Notary Public Signature of Applicant VERONICA HAMILTON NOTARY PUBLIC '11-i„T-- OF NEW YORK NO. 01 HA6067785 QUALIFIED IN SUFFOLK COUNTY TERM EXPIRES... Albert J. Krupski, President Town Hall James King,Vice-President O�OgUFFO( Ir 53095 Route 25 Artie Foster �0 P.O.Box 1179 Ken Poliwoda C� y� Southold, New York 11971-0959 Peggy A. Dickerson Z Telephone(631) 765-1592 Oy �� Fax(631) 765-1366 dol � dao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit Number: 5552 Date: May 22, 2002 Name of Applicant/Agent: JMO Environmental Consulting Name of Permittee: B.G. Tremaine Address of Permittee: Private Road Fisher's Island, NY Description of Activity: to demolish the existing single family dwelling and construct a new single family dwelling, garage, associated sanitary system, ramp, porch, pool terracing and new gravel drive. Prior to commencement a staked line of haybales and silt fencing shall be installed and maintained until completion of project. Drywells and gutters installed to contain roof run- off. Date of Permit Issuance: May 22, 2002 This permit is valid for a period of two years from the dates of issuance. SPECIAL CONDITIONS: ------Bluff restoration through a re-vegetation agreement is a necessary special condition of this permit. A relocation agreement is attached hereto and is a necessary special condition to this permit. A maintenance agreement as attached with application and is a necessary special condition of this permit. Albert J. Krupski, Jr. President, Board of Trustees AJK:cjc Albel-t J. Krhpski, President Town Hall ' James King,Vice-PresidentoFF01/r 53095 Route 25 Artie Foster O�j P.O.Box 1179 Ken Poliwoda C y� Southold, New York 11971-0959 Peggy A. Dickerson H Z Telephone (631) 765-1892 Oy !� Fax(631) 765-1366 poi � Sao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 29, 2002 Mr. Glenn Just c/o JMO Environmental Consulting PO Box 447 Quogue, NY 11959-0447 RE: SCTM#07-1-p/o lot 2 B.G. TREMAINE Private Road, Fisher's Island, NY Dear Mr. Just: The following action as taken by the Board of Town Trustees during a Regular Meeting, held on May 22, 2002, regarding the above matter. WHEREAS, JMO Environmental Consulting on behalf of B.G. Tremaine. applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated March 6, 2002 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 2L,2002 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT. RESOLVED, that the Board of Trustees approved the application of B.G. Tremaine for a Wetland Permit to demolish the existing single family dwelling and construct a new single family dwelling, garage, associated sanitary system, ramp, porch, pool terracing and new gravel drive. Prior to commencement a staked line of haybales and silt fencing shall be installed and maintained until completion of project. Drywells and gutters installed to contain roof run-off. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified when project is started and on completion of said project. FEES: NONE Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/cjc cc DEC Building Department SLEEVE FDTN FOR OIL FILL &VENT - - - - - - 001a y CERAMIC =AR R TILE C l nSFT 01. 001.3 02 � I 6"TFIK SLAB 3'-0"x 7-0"WIND RATED DOOR RECE55ED LAUNDRY VALVE&DRAIN I I 5"RISER STORAC F CJ 9"TREAD UP STAINED — — — — — CONC. FLOOR 001.1 I _ _ I I CJ I 001r STORAGE w Lu w w w 7'-0" I D Q40 2'-0" 2P-0412'_0' CJ 2-0" 0 �ti\TNf'r .tip I [Lo 4h � � z. o" v Trema e Residence 45 Bokum Road SKA3.0 Fishers Island, NY itJ. W. HUBERV E o. Box 441 Essex, CT _ $ L H ARCHITECT 06426 Date: 10/29/04 Basement Entry Plan ® LLC ® PAX)7667-7 14 Scale: 1/4" = 1'-0" D � 11 I 11 J- - I J - - - - - - - - - - - l _ - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - Ay AR ��5, �N1T Ney .'Sim M. CP a. 9�'� �'.419 2;L.�•COQ i TrernaWie Residence 45 Bokum Road SKA3. 1 Fishers Island, NY _ g 2U VJ. W. HUBERV Es°6441 ARCHITECT II 06426 Date: 10/29/04 North Elevation with hip roof ® LLC ® Faxhb7-7 31 Scale: 1/8" = 1'4" ❑ n ❑ Ell m19 Q 11 J �� •..�lTNfy .'Sj� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Lam _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 922. •doe 04.N i Tremain e esidence 45 Bokum Road SKA3.2 Fishers Island, NY J. W. HUBERV E. Box 441 Essex, CT ARCHITECT I I 06426 Date: 10/29/04 Front Elevation With hip roof I`J' - 8 U LLC ® ) 4 FAX767-1631Scale: 1/8" -- 1'-0" • March 27,2004 J*W* Huber Architect LLC 45 Bokum Rd Box 441 Essex, CT 06426 Dear Mr,Huber, Bavarian Windows Co is in the ASTM 1886 and ASTM 1996. W understand st getting windows tested Tremain Residence on Fishers Island. The tet the be done for the and certified for zone of within 1 specifications needed for the mile of the coast line. most severe wind Bavarian Windows Co is working We are °ring with Joe R g with Architectural Test' , Some of the s Reed at Architectural Testing. g Inc. 7° York, pa, conave al fident that we w 11 have no required for the Tremain residence ad forwarded arded to him ASTM 1886 and Will have no problem at all in gestin He is extremely takes a We have a scheduled Test date of A windows certified 9f ed for take approximately 3 days. We hope to have completely certifications done b P The testing y May 1, Please call me with any questions. Sincerely, Christine Kern Business Manager Architectural Testing March 29,2004 Whitney Huber JW Huber Architects,LLC 45 Bokum Road Essex,Connecticut 06426 RE: ASTM E 1886/ASTM E 1996 Testing for Bavarian Window Company Dear Ms. Huber: I am writing this letter to inform you that Architectural Testing Inc. has been contracted by Bavarian Window Company to perform ASTM E 1886 / ASTM E 1996 testing as required by the Building Code of the State of New York for windborne debris protection. It is my understanding the tested product will be used at the Tremain Residence on Fisher Island, Southold Township, New York. Accordingly, the tests will be conducted to the Wind Zone 3 requirement of the ASTM protocols(Large Missile Level D; 120 MPH basic wind speed). Testing will commence as soon as the product is delivered to our test lab in York, Pennsylvania. An official test report, prepared by an engineer licensed in New York, will follow immediately upon successful completion of testing. Testing typically takes 1 week. Please do not hesitate to contact me if you require additional information regarding this project. Sincerely, ARCHITECTURAL TESTING, INC. o ph A.Weed,P.E. I)Xrector—Engineering and Product Testing JAR/jar cc: Christine Kern,Bavarian Window Company 130 Derry Court York,PA 17402-9405 phone: 717.764.7700 fax:717.764.4129 w .archtestcom CU 9 Ad WRII[Q 1'-Id•' m J lW u IX[[RW514 fI1R1I1 A'-1 a•' S'i' 6'-[L' _ Oy A, � s s'-tau• -_ IMEE Y .11 ss 19-II W G IIrI.I Y[H lW IXIAIL L m - m _ —y 9 �' AAi 'i NN G 9f (u.me m 11 WM➢NI Q[6 RIXir Irl[1 {'-16' 6'-EL' - Y[IRRI Iln.l IT SI 6W W(Illi Inr. m' m ul ❑ # r-__ iirvpli u[s�i[w¢iin me -• m lob' e W[IMa[ U W. -sL, - m r-n% _�mm 1 'Feil --------- --------______�_ ____e______1______ m Ix'-0' 9'-1 l' 16'-1 ly i OF OTAII m 1 �— ITLET. 0 T, PIQ U ^® It s au S.LE=I.W' A.1-B6.IAl _. o �Itl-M.PAI mY' eel m B��4' •`1 "I LILI-Mhl p JIITPC LRFAR4A R ®V m p �m I1r1.1 _ m m:. T' IE'i B'-ILr. J � m.-i Ip'-11 :l'ir. }.ir.' 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I LL GALVANIZED WIN WA: 1 0 F XMb n,Ebld O MC%.AND ParR THIRMAXE 'e[WRY MLI x1nE curAYl}ED. TO T WW IN I 'Z ITR,I.xI'M1.TO,Y AN I I 31:6RIA D. LI'6YPYy ISEAmIR MLI LxvWTZ,o R.LfIR Mu: 1 0 yMADA%L1 SIAP¢4 y"YE D. ALYRm 'M LDR:Iy15LPfR5.me a s E y -ft BY pnfR RMSi4 o e I'OfP(ENDS EI S.PS'I).5"PAAALLIY !A,'IYI CR A:VALE fa Al1ALXlx6 PANEL OR C NTERINCENTHINECAEREID IAIE6IEDIAiE SWdiS SHALL SF iG G BY piXdS LgLW m SI LYI PE WILD 6 IRNES d CARTER IP YIXICY AL ICN RIll WCA TRAM AIWES.FIVES e MYNDi OSIS NIX. 5' C 4AC[END WLLSI 149.INCHES d CENTER TO LTHE RILL FAAYIR. 6'E-EDWNI SPIRR 5.}5'1:I.5"1X1111. 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VACED �HANIDL 11.1 11 EACH 7 C I'D T CHI Bi TO CLACKI:U"'K YEA CH TECHLAPATTIS NAKL o LA RS TOP 'L I.C.I. E.Il A /r TNT u NH7Kt ID TO -L�FW CTTLI�A' U. 17".T LE I.0 EARACE DATCAS SLAW CAST MER THE TOP OF THE VALE ITE WILL BE A 6 HCH THIN-2 IT CDE NATECKTE IM 'IDAT BE BUT. SEE 0.'1.IN AMID.LIAI SAN ipTO AD ICIORISWT INs.1H 1�V . �IEEO 5'-0•D.C.W. I.D.I.11.11' T.O.S.-EL.17.CAL I IT HOPE —T D 11 11 z x z PIT FT CLEAN X A.. ILL. z COBACRETE E14 z a LEE z OW THETTO 1d OO 1p A.EE, I..111COCT11 FQUNDAT WALL KOH I/SSION d SEE.�I"IT" THATHAA, IT ICDATC I' "-C, ---------------------------- ---------------------------- 011,IT., AW P.T.LINER ONO SIMILAW C.,11.15' D DEN-SEE IMITATE Cl. Z? FOW ATTACHMENT 1 All'LVL(TYP.) TO-,V —""C,'IT... I Am54 aaL; --- ----------- MATI"LIN[7SEE Iwocil HATCH Ll*SEE SKIT 51 GARAGE FOU MMON PIAN A4Ep CHECALI:IC-I-D' LOTE; I.TEIIE YEATS CEO TO K ROCKS AT EACH ANWdX LON".. CAU.COACITEMS sxIR IITI X NATE; 11.11 SCALE; AN WEED �y C�7ML CTWRTFMCAT� vP.CT-SOCA.1 MCA, DATI SHEET FAL .-A.- S5 OC Albert J. Krupski, President SUFFO[,( ��. 0 Town Hall James King,Vice-President =� G'y� 53095 Route 25 Artie Foster o - P.O.Box 1179 Ken Poliwoda N Southold, New York 11971-0959 � • Peggy A. Dickerson y�o a�� Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 21, 2004 Mr. Glenn E. Just J.M.O. Environmental Consulting Services, Inc. 121 Jessup Ave. 2nd Floor P.O. Box 447 Quogue, NY 11959-0447 RE: B.G. TREMAINE PRIVATE RD., FISHERS ISLAND SCTM#7-1-2 Dear Mr. Just: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, April 21, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for Amendment to Permit#5552 to demolish the existing single-family dwelling and construct a new single-family dwelling, and as depicted on the site plan prepared by Richard H. Strouse last dated March 19, 2004. RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a One-Year Extension to Permit#5552. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims 1 r V 45 Bokum Road J.W. }TUBER P O.Box 441 Essex, CT ARCI IIECf 06426 LLC (860)767-7334 ■ ® FAX 767-1631 October 29, 2004 Via Facsimile To: Damon Rallis Southold Building Department Southold, New York Fax: 631-765-9502 _ From: Whitney Huber Re: Tremaine Residence, Fishers Island CC: Tony Tremaine Chet Dunican, American Constructors Group, LLC Number pages, including this page: 4 Thank you for allowing us to provide the attached sketches, SKA 3.0 — 3.2, dated 10/29/04, to modify the drawings that were submitted with the building permit application for the Tremaine Residence. The original sketches, sealed and signed, are being mailed to you today. Please call me if you have any questions or concerns about the attached modifications. We feel the proposed enclosure of the basement access stair creates a better egress from the basement than the Bilco door would have provided. - 8 2004 Z I, 'CF/YS^'yl w vi (j J 3 a� Q O Z O T&P RELIEF VALVE (TYP) N PIPE FULL SIZED DISCHARGE DOWN TO FLOOR (TYP) o p CW INLET Z SII 0 o o0 BALL VALVE i ( ) O w a Z 441 64 HW SUPPLYIY 20'F W K \\\ // a 1 �-A / 1 o / HWR RECIRC. PUMP FROM BOILER w HTS /-- WITH AQUASTAT C) 0 N / [� OZ O HTR - ^/�� HWR \ WA TO BOILER / 16 ' \� 1 N.T.S.� �� d � w w V cc 1 r - 9 v e `Y biil� O i a I ::y J Z a F= U Z O SPRING VIBRATION ISOLATORS WITH DOUBLE DETECTION M N NEOPRENE HANGERS (TYPICAL) HANGER ROD SIZE AS PER MANUFACTURERS RECOMMENDATIONS ANCHOR HANGERS SECURELY FLEXIBLE DUCT CONNECTION (TYPICAL) TO STRUCTURE ABOVE /1 p Z O Lij \ U -L w (7 w O 0 o DUCTWORK (TYPICAL) SIZE AS INDICATED ON THE p PLAN. PROVIDE TRANSITIONS TO MATCH EQUIPMENT INLET WHERE UNIT DOES NOT COME AND OUTLET SIZES. DUCTWORK EQUIPPED WITH HANGER ROD SHALL BE SUPPORTED SEPARATELY ATTACHMENTS, SUPPORT FROM THE EQUIPMENT. ON UNISTRUT CHANNELS. PROVIDE NEOPRENE PADS BETWEEN w CHANNEL AND EQUIPMENT. SIZE d INLINE FAN CHANNEL IN ACCORDANCE WITH Ir MANUFACTURERS RECOMMENDATIONS. � LJ r,W D � ,1 MARM IId 2 FAN DSTAII. V zUz N a p tr� N.T.S. � F� o 5 o ; i� w a ]Of Im Of w tly t• <i\ I u I MOTORIZED DAMPER INTERLOCKED WITH Z FUEL BURNING EQUIPMENT Cj F-i vi (TYPICAL) 3 p��yy U I- O � Z EXTERIOR WALL O CEILING 7 M N a a O z eZ o COMBUSTION AIR I- jj A O O INTAKE LOUVER �_ d SEE ARCHITECTURAL PLANS Z w o COMBUSTION AIR o V INTAKE PLENUM FULL SIZE OF COMBUSTION AIR IJ INTAKE LOUVER F H COMBUSTION AIR FAN. � MOUNT AS CLOSE TO CEILING AS POSSIBLE. CAP DISCHARGE W PATH 1/2" SQUARE GALVANIZED d WARE MESH. PROVIDE ONE of FAN PER BOILER, I 0 O tti w V) z o U F` ZO Y O N < Q dOfOf w w FINISHED FLOOR 3 o u- asC 1 OMBU�TI�i AIR IlVTAKE DETAII, t N.T.S. b�� d I i o � z 3 ¢� o U] Q) z WATIDtb TO MA L . 41PPLY ANO RETURN 10 MAN IIXW. � M N 'MANM RW4EE AS P41 4UFAURFAS REECCIENOATONS N M SIP KY AND RETURNSANNCINCHOR ICOTRANON TO O SPMNE VIBRATION I501ATORs z W TH OOU JU OENErnON NEOPNIIE HANGERS(TWIM). O U 0 OIRUD WATER W {'�II..7��,, � � HOT WATER CODING CCL F/1.E�1 0 3 MEATNC COL MSH NR DUCT O MA M M SIINIT d SDMAIELY iApl UNIT Z W PR AN nUITHNIS (TMCAL) EIBIAUSr LAMA O Q TO MAT 1REGU n TO OUT T SIMS. MIET NIO WTET 42ES OU1510E M1 i \\ EIolIL4T OUR � � HUTApF1ER BKASS DUCT AUST EPV C\ / OUTSIDE AN WIN BNAHMG DMMlUt. \ / SIZE PER NNNFACTUtE VS KOURENENTS NTANE LWMA MOUNTED DUCT EVMORATW fE FE DESICCANT MU.wC iG CDR FC NIRECOVERY S _T UNIT. C ORDINAW IpP� r WCATgI MITI I.NM. ARCHITECT. IN UV /�lIIL RENIN M OUCIWMN(TYPICAL) d' DUCTWORK TO BE SUMNOFITC) NRgqTTEE,� W SFPARATRY FRW UNIT. REFTINTANE ALIO a 1/S cwm CABHET MAN IMIEIMAL ACW311C M4RATM MUAST LCIMTS fM TE TMST IO M THE A MINIMUM M TO' UNIT CONN. TONS Nfl VA,BETMEEII __ _ __ RERIRN WCTMCTN. A,.T.SEE ARCINEC UNA_ Q UNIT LMHELTMB AIA MAN 0.ANS FM LOLATM. W Mm-ON R. CABARET CONDENSATE MAN W CL J/A'CCPPLW CCgEIISAIE Q MAN N NASTE LINE r MW GALV.WIZED MNN F� N 1/YE-EW PAN MM OYfRW "SNTM. ILL ~ NN -M SOLDER ALL ANTS (n BNL VA—w 110tA NATER TIGHT /�M HUSHLEVEL AVJW SMTN R. q (n a .. ........ .. A[M. N.TS. 22 LZ (L" ✓Y ^S LLQ L 9- F T-RROMATIC CAF VENT CAP W/ SCREEN Z h S00275SCULLY Gi 2' 2' SCULLY -i VENT ALARM 3 Q � O Z $91422 SCULLY EG215 TANK GAUGE ngg�P a SLK. PLUG tO tGAL. 1417 dI I LLCCAPY�7SCULLY FEMALE ADAPTERS$gq4� 3�14 SCULLY �4411'TMALE ADAPTER V OTw w6FIROMATIC 0 0 o TANK VALVE d o aW FILTERAL OIL a Of 0 A i tz w i d CONNECT TO B-1 0 O 4" BURIED PVC CONDUIT ICONNECT W �TO B-2BALL � TYPICAL LVE F Z o N OIL FILTER TYPICAL � FF^I o Q RECIRCULATION LINE =,�.. Of h� w w TYPICAL a LL ty _ gO 9 Yob _ O H4, L a_ F OIL SPOe RAGE TANK DETAII, �� N.T.S. v I zz W N CWSF- �� CAR O Z CHR WATER SUPPLY AND RETURN TO MAIN HOUSE CHILLED WATER _ LOOP r____ HWS------ O cD HOT ONES TO M WCTWORN(TYPICAL) J' HEATINGNGC COL (V PROWDE TRANSITIONS TO MATCH ECOPMENT INLET AND OUTLET SIZES. DUCTWORK rfL SHALL BE SUPPORTED SEPARATELY Y FROM THE EQUIPMENT. PROWDE 1 Q O INTERNAL ACOUSTIC INSULATION SUPPLY AIR I Z FOR THE FlRST 10'OF THE SUPPLY UMIDIFl ❑ 1 UV I p H 1 p O I DICT MOUNIEH EVAPORATIVE HUMIDIFIER I I V d 1/2' CW J z W 1/2'CABINET DRAIN AND UNIT MAKE-UP LI Q DRAIN. PROMDE AIR GAP BETWEEN FRESH AIR DUCT �W{ UNIT CONNECTIONS AND DRAIN - I WCTRORK TO BE SUPPORTED 11 SEPARATELY FROM UNIT ctq BALL VALVE AMU FAN SECTION RETURN u DUCTWORK MOUNTED EAING AIR EXHAUST LOUVER Mpg) HOT WATER HEATING COL FC i EXHAUST AIR A- �� 3 ERV< F_ I'IC 1` OUTSIDE AIR W INTAKE LOUVER d DESICCANT CORE O CONDENSATE DRAIN w ENERGY RECOVERY I UNIT.COORDINATE Q U TONCi.MTM W D/N' CONDENSATE DRAIN 7 TO AHU CONDENSATE RETURN AIR DUCTWORK (TYPICAL)PPORTEDryryppTTEE�� J N DRAIN UNE PIPING FC DUCSEPATFATELY FROM K TO BE UNIT. TiEE�INTAKE AND ~ z L O N CONDENSATE PUMP DISCHARGE TO WASTE INTERNAL ACOUSTC INSULATON EXHUAST LOUVERS FW'1 MIXING FOR THE FlRST 10' OF WE SUPPLY A MINIMUM DF 10' N PLENUM AND RETURN DUCTWORK. APART. SEE ARCHTECTURAL ~ Z N CHILLED WATER N1ED PLANS FOR IOCATOJ. w p COOLING COL a N Q Roos O < d 5 w W CONDENSATE PUMP ADD FlLTER CABINET (2) 'MTI(Z) 2', bf iR1ER5 A* CONCRETE HOUSEKEEPING PAD i ism J� a �1I1�AT� V=r.& ASB HAMM XM EMAu, (clMILM WAM 61 6 N.T.S. llti p 9 '0'0 .IL. G O^� i9mw i� - I o n z I wN MANUAL AIR VENT 3 J BALANCE VALVE 0(TYPICAL) r4 z (TYPICAL) 0 a 3 WAY O CONTROL VALVE M ry `r o z ® TEMPERATURE AND PRESSURE a o TEST CONNECTION (TYPICAL) w 't w o o RETURN w UNION (TYPICAL) z n. Li < O8 w C�A SUPPLY BALL VALVE (TYPICAL) t WATER COIL STRAINER WITH Of w VALVED BLOW DOWN a AND BRASS PLUG cr 0 w I 0 �] w z oN DRAIN VALVE WITH 3/4" z Y HOSE END CONNECTION AND w o a: BRASS PLUG o g r+ a w w \"V�l tr u� V 1 CHORD WATER COIL PZPZNG DETAIL r11 m� N.T.S. c[ V I 00 3 ¢� U Z O O M N RUN SUPPLY AND RETURN PIPING FROM HOUSE TO CHILLER BELOW 15-GALLON EXPANSION TANK GRADE. USE RHINOFLEX PRE-INSULATED INSULATE WTH ARMAFLEX PIPING OR APPROVED EQUAL INSULATION AND PROVIDE FLOOR DRAIN BELOW. OZ THERMOMETER(TYPICAL) PRESSURE AIR VENT (TYPICAL) U _ ._.. �VVV��_••••••III LLI GAUGE (TYPICAL) UNION OR FLANGE(TYPICAL) I p 0 STRAINER PZ (TYPICAL) SHUTOFF d t, O E (TYPICAL) Z .�y LJ RETURN FROM HOUSE < i"j'ai CHILLER Of Of WWW O ! , o 1041 I SUPPLY TO HOUSE IWT j INLINE AIR W SEPARATOR WITH 0_ HIGH CAPACITY VENT A F�- CHILLER �\ DRAIN 00 CHILLER LL BASEMENT FOUNDATION WALL I j., BASEMENT... ....... _. lJ � yy�j O N F (H of Of 4' CONCRETE PAD w 1��///^W� O y ALLEND SIDES INIMUM 6' BEYOND 'R�rR �/U*� �m T Dp � Tp� c T �c,I N CHILLER DIMENSIONS ON l�1VLi1 I'!1►/V VHmnzm ilYCl.iS \.17V.a.iiil a > g N.T.S. OL w W Qq� 3f'94, a a L m r r;� 1 1 gSoo vim Lf) wi�LL N n ui 4" THICK CONCRETE a A PAD. EXTEND 6" 2'-0" z ON ALL SIDES o 0 d m � � 4'-2 N mwr 0 Z Z CHILLER y2 o � A a a _ z a io 3 Q GENERATOR 1 a 0 CE N N o a U CHILLER #1 w a 0 w 0 rT� w ^V U) � pz oN U) F U y 0 CE Y m U) > 5 m- z CL m 13'-1OYa.. I Nu=- 9ve \Q rd o O �mw �CERU /GENMMATQR PAD DETAIL 1 U N.T.S. Z L y DOI REM" MOOR Q W 5SnTlTE11 MANIPIXD -///��J3 O (tO 3 a 4N-' (TIPICN) O U Z STADLER N.ECTON J STAnON NTH CONTRaIEN ST INJECnON Uo NI VALVE WIN UOUD RILED ��EIII MOTgDZED ACTUATOR DONSINARON ��..jI //��AHU HOT WATER BOILERFm TEMP,! 1+1 N iRIXl£R i �MWOARY dRWLATpt / SLraPPLY AND PEIVRN LWPPRESSURE GAUCE WE, / ( ) (TY%cA) I M I NOWECT-FlRA �WAIER HEALERS O Q T } N?u ' T SPIROWNT AIR PURGE �J Z NERNDI1ElER I I 1 I I 1 1 BNL VALVE(TW.) S151EY p OUTLET INUECRDII I 1 I I I 1 �CKiOUIi SETTEA (TW.) SWAM VALVE �' \ W VALVE NN HIa UNIT ACTUATOR I I 11 1 11 } 11 } 11 1 U } /—now CDIITRa(TW.) MM RE W TEA QW p I I �CETOULAnDII PUMP(TW.) "TH AI WN CHECK ~ �/ X GOIXR vBACKMOW PREVENIER 0 d - HmMAKEI -COLD WATER BALER S F � � � Q 1 1 I I I I smNNER—/ I 1 1 I I I I Low WATER illll POST BNL VN W 1 1 I 1 I I WT-W (TWICAL) p 1 I I I I 1 DIAPHRAN EPANSON TANK RnoR I I I I I 1 (MOOR OR RKMOUNTA) DRJUN To CORC ( c MMR W (Tw (TYPICAL) 1 d RADIANT MOOR I X H ONE VNKSS 1 T k P VALVE OW (TYPICAL) TDINNAM DRAM RRNC B'ABOVE MOA+ OL BURNER Q (TYPICAL) !n UNION (TWILAL) 1 SLEEVE N4 OIL H V) (/� DRNN VNVE(TIPICN) RPINC BELOW THE �1 AAA Z Y RNISNAROORRP /A/ < ROUSE K4PING T BJ B1 IN l'f PVC RPE O (FSA^/I (n Q PAD(1 K' FlRENARC N4 OIL d ,� W W FlHIAIEp MOOR "PON AND VALVE LC CC AT TNM AND BURN, TO N4 H-1 OIL TARN 4 OIL RENIN TO OL TANK I U S OI ? m m fRdA DIL TANK TJ_ W V MANUAL AIR VENT 3 w BALANCE VALVE (TYPICAL) U z RETURN 0 a M N V TEMPERATURE AND PRESSURE TEST CONNECTION (TYPICAL) Z w F 0 ~ 3 UNION (TYPICAL) Z p" a SUPPLY �tq BALL VALVE x�A (TYPICAL) Cy STRAINER WITH A VALVED BLOW DOWN WATER COIL AND BRASS PLUG CONTROL VALVE w Q_ 2EDUCER TYPICAL) o I 'RAIN OSE VALVE WITH 3/4^ U' ui RASSEPL CONNECTION AND za- o n � N � n Y y O (n O Q HO,I, a as w L, wA1 joi � �COIL PIPIl�TG D `` 3� N.T.S. + z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF CARBON MONOXIDE ALARM INSTALLATION Electrical Inspection Agency/Town Electrical Ins ector Business Name&Address: Name of Inspector: Telephone: TO BE COMPLETED • AUTHORIZED Health Department Reference Number: Tax Map Number: District Section Block(s) Lot(s) Dwelling Location Address: Owner/Agent Printed Name: Owner/Agent Signature&Date: S64190401001.1a ILSITITAIMCILOU141 due] • ' • No.of Alarms installed: Rough in Pass (Date/Init.)- Final Pass(Datdtnit.): I CERTIFY THAT ALL OF THE FOLLOWING ARE TRUE: • Carbon Monoxide Alarms have been installed on each level where sleeping quarters are located,AND • All alarms have been installed in accordance with Article 10 of the Suffolk County Sanitary Code and the Carbon Monoxide Alarm Standards,including: All alarms are UL2034 listed(Latest Edition),have a digital display, have a reset button,and have a feature to display the maximum carbon monoxide concentration recorded since the feature was last reset,AND All alarms have been directly connected to the lighting circuit with no intervening switches,AND All alarms have been tested and found to be operational,AND I am employed by an agency that is currently approved to perform electrical inspections in the Town/Village having jurisdiction., • If this certificate is for a MULTIPLE DWELLING,Carbon Monoxide Alarms have been installed: In all sleeping rooms served by a centralized system supplying air for cooling,healing,or ventilation,AND In each sleeping room containing a fuel fired appliance,AND In all dwelling units and sleeping units sharing a common wall with, or located directly above or below, a room containing a centralized fuel-fired appliance,AND oe In a corridor serving dwelling units or sleeping areas within forty(40)feet of all-doors to those units and the corridor also serves a room containing a fuel-fired appliance. (Signature of Inspector) (Date) (Printed Name) (License Number) False statements made herein.6reunishahle as a Class A misdemeanor ursuant to Section 210.45 of the New York State Penal Law lk I CERTIFY THAT THIS DWELLING IS EXEMPT FROM THE REQUIREMENT TO INSTALL CARBON MONOXIDE ALARMS BECAUSE ALL OF THE FOLLOWING ARE TRUE: • There are no fuel burning appliances installed,AND • There are no garages attached to the dwelling,AND • The dwelling uses an electrical heating system. (Signature of Inspector ) (Date) (Printed Name) (License Number) False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York Slate Penal Law TIIE ORIGINAL SIGNED COPY OF TIIIS FORM MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF IIEALTII SERVICES IN ORDER TO RECEIVE FINAL APPROVAL IBO59..0]NP W WM-075(Rev. l0t0l) zevgn'•.. 2 e r .e7-x7'-#F..- 7"r-+—n INSTRUCTIONS FOR FIVAL OF CONSTRUCMIxD SYSEMS,- xmatt.�r it is the applicant's resp;naibl*hi chi the ttulettt td llisp cltot�of tfie eetvage 3beatltybbeflt and a iGater .. supply facilities prior to backfilling 1ltesa irtcludu f tht!aboll mcawetiat ttil Chit aesJegt'diajibsal dystem,when ` required, and inspections ofthe�vat�rdlipply Hre111a 1)6 tWlib�rtntpplYl yxdib Aa1 Ophtgandf nal ` grading. ro 'E a T Following astisfactox�} 1. 1. The appli�cintyhtiidt t4p�ryi�n,tdbf �1 atMlhtc�It�tdingll"xl d) tilYYseStleligtf Ilio, ). of the/111(Ip(T .ahttwlly[ , .siE( h J ..4y a. the lot b. the lot numbel{b)"atilt the natttp of the epplkxble, r �••� c. permanent etructlifrb(U.,bu Wk*s,dilviift j*tw+aikway9,stalmmht8 Pools,decks,retandng walls,err.), d. the exact locatiod of the private well and tdteealirf lic�ebie{give at;east 2 dimensutits measured front COMM of.the bltiiding to the+well)i x ''4, A` '""M1E,',`tt ,� i ''', �1"i� ,_'1'�x�SF` . Z g`��' '` e. the exact location of the publicivater hnA;if app"' r, it f. the exact location 6f the septic tank and ieAcbirtg P6481,if applicable(give et least 2 dunensiana htpasttred from the comers bf the building to the eovef3 of the bepti6 tank and each leaciting pool): g. the exactktcstloo of the sewet line frau the dwellhtg io the street;i(appli able;and' h. have a clear ateii at least 3"if g"Mf the Department's approval Stamp, 2. IfasubsurfacesetAWdiapoWsyatmhaatlit Wied�tlttjLpplk ti`ttnuatHtrimtilaateftoala'lio@rSselisptVage disposal inetattq;htafathtg that the p)ista Y► rartbed according to ltllt, t6ptL of Uie 17epeefinent d) hl.' . _ . ay S 1M he of f t'; } }_t, t �+ a,, tki•"1'' ` , ld�.11S,y.�.��7 ctp td i"OSx A .. , _ ,� .- :,•'� t �!�#�� its l.:°` ., 3. Ifawell 6asuminatalledisthe potableW'Aiii f 1 , lit9ipplicaiitlttustsuUtftitaWetlWatetdnalysisetlmpieted ' within one(1)year by a certified lab,and a*A diilldttg ale eanpleled by a lickised iaell driller.'If the weft or water quality dors not conform to standards;iiotrective"esAites will be required as described hi thti bepattatent s "Private Water System 5faedatds". Mea§e Hotel a+ttter katttueett finita tnay nM otbe inatafted W1W approval of the Dept. r' �az>St b'� if� n ^ws,r Yee�t Q� S�. , ytax y4. If public aerven4 are udlized for the dwelling; dppi►�'lfiiist filsb'esi>bnit j+approvalfrom the mvei district. In dfstrkls meted by&iffblk county,one (f)o?Pigtt►al bfli..exeMod by the Suffolk C'drift!)+4TatlmerttoFPtthlidWdtkit. tkie l)i bfasufEolk uti olpubliEr4iarka field ske"aniik4 , �i ; S. In public weber is trtlltaed,a tep letter fiYrltt lhta lei dibtiiCt htilicathtg that setvl lib t?blttited to _'" thedwellutgw§illltlliagltttd>q=i `: 6. In certain canes;the itppiiksht(kill lie that all components of the sewage disposal dyaC+ems ttitai�jHt 'wdllttSf +e$e ibitectibtt syateat h beau pn> r Y " inspected and cwAk c1O aocoadhlg to,,the approved pterts'tntd:[s�taiit coitditltN,e Itt W' a tiflcationof Constructed I�►orbaz ,� y j a 5, u t * , to � p,�i �,t'a'�¢'iN,: • .� T � .d,Gc .. ;. ?fy, 7. Theappliwntmuatsttbiitltecrrtific�tktii; fire tlto►� 6 installed in the drt!Oft III ebooidoirlei tkltli" ,. ° "�'�' �nH�l[1 t5i31�A�. :. � y,� i � '� est. Y'�'• ON`s ,ti 9 ONb9N &S r •.' 4`iAkl THt t'lei, � PHOtOCOPI$S Of DOWILD,+1�0�`> ACC f1. . Qs � ,y dj� .? 1M; 3 . 'h�e 4t :*'�. .1�"P':3d.� :Tyn.� Y�•v,�5 �,� 14_l N».+ �ryr� tivuN.� ? � Nt ..'`�,7�'�i}G#�F.Nt.. . . ani .� p'if .. �. ,e',�.. . .. -' . }', . . . ��",d4�' •"S"..-s. COUNTY OF SUFFOLK �, vi DEPARTMENT OF HEALTH SERVICES CARBON MONOXIDE ALARM FACT SHEET AND CERTIFICATE OF INSTALLATION On June 16, 1999, the Board of Health adopted new standards to the Suffolk County Sanitary Code for carbon monoxide (CO) alarms. Effective October 1, 1999, CO alarms are required in all new one-family dwellings, two-family dwellings and multiple dwellings. Carbon monoxide alarms installed to satisfy this code must be certified by a nationally recognized testing laboratory to conform to Underwriters Laboratories Standard UL 2034. The alarms must also be equipped with a digital readout of CO concentration and a button to indicate the maximum CO concentration since the feature was last reset. Carbon monoxide alarms in new residential construction must be directly connected to the lighting circuit with no intervening wall switch. Line cord connected, direct plug-in and battery-powered alarms are not acceptable. Carbon monoxide alarms are required on each level of one-family, two-family and multiple dwellings on which sleeping quarters are located. Installation of CO alarms for new construction shall be certified by an Electr'cal Inspection Agency or Municipal Official duly authorized or approved by the numicipc lily having jurisdiction over the building construction. Submission of a completed Cenificatof Installation (found on the back of this instruction sheet) is required as proof of compliance. The origin certificate must be submt'tted to the SCDHS before final approval to occupy the dwelling will be issued. Each alarm shall be mounted in accordance with the manufacturer's instructions. Alarms shall be mounted in all locations as required by Suffolk County Department of Health Services, Carbon Monoxide Alarm Standards. Carbon monoxide alarms are not mandated for existing one and two family homes, but they are strongly recommended if the home has an attached garage or any type of fuel burning appliances. For more information, call the Office of Pollution Control at (631) 854-2540. For a fact sheet on CO poisoning,call the SCDHS CO Hotline at(631) 853-2911. THE ORIGINAL SIGNED COPY OF THIS FORM must be completed by an Electrical Inspection Agency or in-house Electrical Inspector approved by the town or village of jurisdiction to perform electrical compliance inspections. This Original Certificate must be submitted to the SCDHS before final approval to occupy the dwelling will be issued. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT RIVERHEAD COUNTY CENTER-ROOM S-238 RIVERHEAD,NY 11901 W WM-075(Rev. 10/01) CES Engineering LLC 2004 Tremaine Residence SOF N6 *Issued for Permit* CO P� pTB.Sy�ly�p DIVISION 16—ELECTRICAL PERFORMANCE SPECIFICATIONS PART 1 -ELECTRICAL SCOPE OF WORK AND SPECIFICATION y FP,1.1 GENERAL SCOPE OF WORK O 875-A 0� A��FEsslo A. The following Scope of Work shall be completed by the contractor, in its entirety. This scope of work will only describe the desired systems, some system sizes, and the final outcome for the owner. B. This document is to act as a guideline for the contractor, all planning and designing of the systems is the sole responsibility of the contractor. Designs for these systems must be submitted to the engineer, for their approval, prior to starting the work or ordering the equipment. C. The contractor is to visit the site,take all required notes and provide a complete bid. The contractor will be required to work with the owner and architect to detail all of the specific requirements,once the contract is awarded. If the system is described within the scope of work and the performance of the system is described within the specifications, schedules and details no change orders will be allowed. The contractor will be required to provide a full submission of shop drawings, riser diagrams, plan layouts and coordination services in the field. 1.2 GENERAL SPECIFICATION REQUIREMENTS A. It is the intent of the Specifications to call for finished work,tested and ready for operation. Provide all materials, equipment and labor necessary to complete the work outline within this document. The contractor is to note that this document is schematic and not detailed and that final placement of all equipment,conduits, fixtures,etc. will need to be reviewed in the field with the architect and engineer. If a conflict in positioning occurs,the contractor is to notify the engineer immediately to ascertain what the intent was by the design professional. Any apparatus, appliance, material or work, or any incidental accessories necessary to make the work complete and perfect in all respects and ready for operation as determined by good trade practice even if not particularly specified, shall be furnished, delivered and installed without any additional expense to the Owner. B. Provide all necessary labor, materials and other miscellaneous equipment necessary to complete the work. C. Prior to submitting bid,visit site and identify difficulties that will affect work to be performed. No compensation will be granted for additional work caused by unfamiliarity with site conditions that are visible or readily identified by experienced observers. Include in the bid all demolition work,temporary site construction power, power to the temporary site trailers and temporary telephone services. D. Scope of work consists of installation of materials to be furnished under the contract documents and without limiting generality thereof consists of furnishing labor, materials, equipment,hoisting, plant,transportation, rigging, staging, appurtenances,and services necessary and/or incidental to properly complete all electrical work as shown on the architectural drawings as described herein. Performance Specification Page 1 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* E. The following definitions apply to this contract: 1. Furnish: the term "furnish" is used to mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations." 2. Install: the term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly,erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting,cleaning, and similar operations." 3. Provide: the term "provide" means "to furnish and install, complete and ready for the intended use." 4. Remove: the term "remove" means"to disconnect from its present position, remove from the premises and to dispose of in a legal manner." F. All work shall be completed in accordance with the latest State code and the accepted revision of the national electric code(NEC),NFPA 70, BOCA and the NFPA 101 life safety code. G. Obtain in owner's name written equipment and material warranties offered in manufacturer's published product data without exclusion or limitation. H. Supply to the owner an official certificate of insurance for their records in a form required by the contract form. 1. The contractor shall obtain and pay for all permits required by the authorities having jurisdiction. The contractor shall be responsible for arranging and being available for inspections by the authority having jurisdiction. J. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work. Supervision of rough in and finish to be the same person for continuity. K. Arrange installation to provide access to equipment for easy maintenance and repair. L. Do not scale drawings. Scale indicated on drawings is for establishing reference points only. Actual field conditions shall govern all dimensions. M. Materials and equipment shall be UL listed where standard has been established. N. Do not burn waste materials. Do not bury debris or excess materials on the owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove and dispose of all waste materials, packaging material, skids etc. From the site and dispose of in a lawful manner in accordance with municipal, state and federal regulations. O. Prior to ordering any materials and equipment,thoroughly review the site conditions to determine if adequate clearance and access is allowed to install the components. Order Performance Specification Page 2 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* equipment broken down as necessary to allow for proper handling through the project area. Provide all necessary alterations to the structure of the building as necessary to rig the equipment in place. Carefully inspect all building elements prior to cutting or drilling into wall, floors or ceilings. P. The contractor shall be required to properly store materials and equipment so as to avoid theft or vandalism. If theft or vandalism occurs,the contractor shall repair or replace such items at the direction of the engineer. Q. Included in the scope of this section is the provision of power and wiring to all appliances and residential equipment whether specifically stated or implied by the provision of electrical equipment elsewhere in the contract documents. R. Heating and Air Conditioning Contractor shall provide all controls and control wiring. Power wiring shall be provided by the Electrical Contractor. General Contractor shall provide all excavation and backfill. S. Mount panelboards, circuit breakers, and disconnecting switches so height of operating handle at its highest position is maximum 78 inches above floor. T. Mounting heights and locations of all devices shall be field verified by the architect/owner. U. Ceiling fixtures shall be coordinated with and suitable for installation in, on, or from the suspended ceiling specified on the architectural plans. The contractor must verify the ceiling types prior to ordering the fixtures. Installation and support of fixtures shall be in accordance with the NFPA 70 and manufacturer's recommendations. Recessed fixtures shall have adjustable fittings to permit alignment with ceiling panels. Surface-mounted fixtures shall be suitable for fastening to the structural support for ceiling panels. V. Provide all necessary junction boxes, pull boxes, pull wires, cover plates and other miscellaneous equipment that is not shown on the contract documents but necessary to complete the work. W. Provide firestopping around electrical penetrations in accordance with firestopping requirements. Provide asbestos free firestopping system capable of maintaining an effective barrier against flame and gases. System shall be UL listed and comply with ASTM e 814. X. Coordinate all work with other trades and arrange installation to avoid clashes between equipment and work of other trades and building structure. Y. Provide waterproof seals for all electrical conduit penetrating foundation walls prior to backfill. 1.3 SHOP DRAWINGS: A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the contract documents. Do not reproduce contract documents or copy standard information as the basis of shop drawings. Standard Performance Specification Page 3 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* information prepared without specific reference to the project is not considered shop drawings. B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns,templates and similar drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. I. Coordinate each submittal with fabrication, purchasing,testing, delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. D. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmitals. 1. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Engineer will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary,process the same as the initial submittal. 3. Allow two weeks for reprocessing each submittal. 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. E. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. Performance Specification Page 4 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* 1. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. c. Name and address of Engineer. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Engineer using a transmittal form. Submittals received from sources other than the Contractor will be returned without action. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. G. Except for submittals for record, information or similar purposes,where action and return is required or requested,the Engineer will review each submittal, mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. H. Action Stamp: The Engineer will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked,to indicate the action taken. 1. Do not use shop drawings without an appropriate final stamp indicating action taken in connection with construction. J. Do not order any materials or equipment prior to receiving final approved shop drawings. K. Provide shop drawings for service entrance equipment, panelboards, disconnect switches, light fixtures, receptacles,telephone equipment, finished wall plates, generator, ATS, fire alarm equipment, and full riser diagrams of the power and fire alarm systems. 1.4 AS-BUILT DRAWINGS A. Prepare as-built drawings to a scale of 1/4"=1'-0" or larger; detailing the actual installation of major elements,components,and systems of electrical equipment and materials. Where shop drawings are used, record a cross-reference at the corresponding Performance Specification Page 5 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* location on the as-built drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. B. Mark new information that is important to the owner, but was not shown on contract drawings or shop drawings. C. Note related change order numbers where applicable. D. Organize as-built drawings into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. 1.5 GUARANTEES A. The Contractor shall guarantee all material and workmanship under these Specifications and the Contract for a period of one(1)year from the date of final acceptance by Owner. During this guarantee period,all defects developing through faulty equipment, materials or workmanship shall be corrected or replaced immediately by this Contractor without expense to the Owner. Such repairs or replacements shall be made to the Engineers satisfaction. B. Contractor shall provide name, address, and phone number of all contractors and subcontractors and associated equipment they provided. 1.6 PROJECT CLOSE-OUT A. Submit specific warranties,workmanship bonds, maintenance agreements, final certifications and similar documents. B. Deliver tools, spare parts, extra stock, and similar items. C. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. D. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. E. Inspection Procedures: On receipt of a request for inspection,the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Engineer will repeat inspection when requested and assured that the Work has been substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. PART 2 -ELECTRICAL SCOPE OF WORK Performance Specification Page 6 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* 2.1 ELECTRICAL SERVICE'S AND DISTRIBUTION EQUIPMENT A. Provide an underground single phase, 240/120 volt, 320 amp service to the basement consisting of the following: 1. (1)320 Amp meter box with exterior meter cabinet and meter socket approved by the local utility company. 2. (1) 120/240 volt, single phase,400 amp with 400 amp MCB,42-circuit main distribution panel located in the basement. a. Provide(1) 100 amp 2 pole circuit breaker to serve TVSS. b. Provide(1)200 amp 7 pole circuit breaker to serve automatic transfer switch. 3. (1) 120/240 volt, single phase,200 amp automatic transfer switch located in the storage room. 4. (1) 120/240 volt, single phase, 200 amp,with 200 MCB, 40 circuit emergency distribution panel(EDP-1) located in the basement. a. Provide(l) 100 amp 2 pole circuit breaker to serve TVSS. b. Provide(1) 125 amp 2 pole circuit breaker to serve EDP-2 c. Provide(1) 125 amp 2 pole circuit breaker to serve EDP-3 5. (1) 120/240 volt, single phase, 125 amp with MLO, 30 circuit emergency distribution panel (EDP-2) located in the basement storage room. 6. (l) 120/240 volt, single phase, 125 amp with MLO, 30 circuit emergency distribution panel (EDP-3) located in the laundry room. 7. Provide (2)Transient voltage surge suppressors(TVSS)Model # TG 60- 120/240-2G for both the main and emergency distribution panel. Provide with 4#2 G from Panelboards to TVSS B. Provide a Class I lightning protection system for the entire building as specified herein. All materials shall be copper and shall bear UL label, and shall be installed in accordance with installation requirements of Underwriters' Laboratories Bulletin U.L. 96A and NFPA 780. The system shall including roof mounted rods, ground rods and cables for the entire house. C. The Contractor shall be responsible for all costs connected with provision of power to the meter on the building not borne by the Power Company. These costs may include but are not limited to,above ground to underground charges,private pole charges, access charges,and cable costs. Contact the Power Company for necessary coordination of service requirements and pay for all related charges for the service installation. Provide all necessary equipment, concrete transformer pads, grounding, conduits, wire, trenching, sand and backfill etc., for the power company service connections and activation of Performance Specification Page 7 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* service for the project. All equipment shall meet the power company's requirements and shall be submitted to the Power Company prior to ordering or installation. D. The Contractor shall be responsible for all costs connected with provision of DSSTV, CATV and telephone service to the building not borne by the DSSTV, Cable and Telephone Companies. These costs may include but are not limited to, above ground to underground charges, private pole charges, access charges, and cable costs. Excavation and backfill will be by General Contractor. Contact the Telephone Company for necessary coordination of service requirements and pay for all related charges for the service installation. Provide a buried 2" PVC conduit,trenching, sand and backfill from the telephone company's exterior service to the main telephone backboard located with- in the main house. Provide a system of telephone wire-supporting structures,terminal boxes,junction boxes and other accessories for the telephone system. Provide a buried 2" PVC conduit,trenching, sand, and backfill from the cable television company's exterior service to the basement next to the television backboard. Provide a system of cable wire-supporting structures,terminal boxes,junction boxes and other accessories for the DSS television system. The following telephone lines shall be provided: 1. Two voice lines. 2. One fax line 3. One security line 4. One Internet access line/DSL 2.2 WIRING AND DEVICES A. The interior branch circuits shall be installed in non-metallic cable Romex cable in accordance with the NEC. Exterior exposed and buried circuits shall be installed in Schedule 40 PVC. Type AC cable shall be used when required by the NEC. B. Grounding shall be completed in accordance with NFPA 70. Ground exposed, non- current-carrying metallic parts of electrical equipment, metallic raceway systems, grounding conductor in metallic and nonmetallic raceways, grounding conductor of nonmetallic sheathed cables, and neutral conductor of wiring systems. Make ground connection at main service equipment, and extend grounding conductor to point of entrance of metallic water service. Make connection to water pipe by suitable ground clamp with meter jumper or lug connection to plugged tee. If flanged pipes are encountered, make connection with lug bolted to street side of flanged connection. Supplement metallic water service grounding system with additional made electrode in compliance with NFPA 70. Make additional ground connection to driven ground rods on exterior of building. Ground rods shall be of copper-clad steel conforming to UL 467 not less than 19.1 mm (3/4 inch) in diameter by 3.1 meter(10 feet) in length of the sectional type driven full length into the earth where ground fault protection is employed, ensure that connection of ground and neutral does not interfere with correct operation of fault protection. C. Conductor's no. 8 awg and larger diameter shall be stranded annealed copper. Conductors no. 10 awg and smaller diameter shall be solid annealed copper, except that Performance Specification Page 8 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* conductors for remote control, alarm, and signal circuits, classes 1, 2, and 3, shall be stranded unless specifically indicated otherwise. Conductor sizes and ampacities shown are based on copper, unless indicated otherwise. Unless specified or indicated otherwise or required by NFPA 70, power and lighting wires shall be 600-volt,type THWN/THHN annealed copper, remote-control and signal circuits shall be type TW, THW, or TF annealed copper. Where lighting fixtures require 90 degrees c conductors, provide only conductors with 90-degree c insulation or better. Unless otherwise indicated, minimum size of conductors shall be#14 AWG. D. Make all splices in accessible locations. Make splices in conductors no. 10 AWG and smaller diameter with insulated, pressure-type connector. Make splices in conductors no. 8 AWG and larger diameter with solderless connector, and cover with insulation material equivalent to conductor insulation. E. Provide insulated, green equipment grounding conductor in feeder and branch circuits, installed in conduit or raceways, including lighting circuits. Grounding conductor shall be separate from electrical system neutral conductor. F. Included in the scope of this section is the provision of power and wiring to all appliances and residential equipment whether specifically stated or implied by the provision of electrical equipment elsewhere in the contract documents. The contractor must take care to review the electrical connected loads for the kitchen equipment, laundry and refrigeration equipment located throughout the home. G. Provide all necessary wire, conduit and equipment to supply power to the heating, ventilation and air conditioning equipment, and plumbing equipment and fire protection equipment. Control wiring and conduit shall be provided under division 15. H. For each telephone jack location provide a dedicated multi-cable homerun back to the central telephone service entrance location consisting of(two)category 5e, 4 pair wires,a single-gang plaster-ring and a standard telephone jack. Label the other,unspliced cable as a spare. Provide one telephone outlet for each room of the house and two telephone outlets in the master bedroom, family room and office. See architectural plans for additional locations. 1. For each data jack location provide a dedicated multi-cable homerun back to the central location consisting of two sets of category 5e, 4 pair,with two coaxial cables(RG6 at 75 OHMs)wires(all wires within a common bundle)and a one gang plaster ring to each data outlet. Provide a dual data jack at each outlet location. Provide one outlet for each room of the house. See architectural plans for additional locations. J. For each television jack location provide a dedicated multi-cable homerun back to the central television service entrance location consisting of two coaxial cables(RG6 at 75 OHMS),two category 5e,4 pair telephone wire(all wires within a common bundle)and a single-gang plaster ring to each television outlet. Provide a standard duplex cable TV jack with telephone outlet at each location. Provide a television outlet in each bedroom, office, kitchen, basement, laundry room and family room. See architectural plans for additional locations. Performance Specification Page 9 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* K. Where telephone, data, and television outlets are located adjacent to each other,the bundle cables shall terminate in a single back box with a single gang plate utilizing multi- jack outlet faceplates. L. Provide jam mounted light switches for all closet light applications. M. Provide a separate light switch for all bathrooms exhaust fans, except for bathrooms without exterior operable windows. In bathrooms without exterior windows, control the exhaust fan from the light switch. N. Provide two lighting contactors for controlling the exterior building mounted light fixtures. One contactor shall control the front lights and the other contactor shall control the rear lights. There will be two manual control points, one in the kitchen and one in the master bedroom. Each contro! point shall have two switches,which shall control one of the contactors. Each contactor shall be controlled by a photocell control and time clock. The photocell control shall turn the lights on at dusk and the time clock shall turn the lights off at an adjustable time. Provide electrical wiring and light switches for these contactors. The photocell shall be a Tork 180 degree swivel photocell control or equivalent. The time clock shall be a Tork 700Z series astronomic time clock or equivalent. See Architectural plans for switching locations and arrangements. O. Single and duplex receptacles shall be rated 15 or 20 amperes, 125 volts,two-pole, three- wire, grounding type with polarized parallel slots. Body color shall be selected by architect/owner. Receptacles shall be side-wired with two screws per terminal. The third grounding pole shall be connected to the metal mounting yoke. Receptacles with ground fault circuit interrupters shall have the current rating as indicated, and shall be UL class a type unless otherwise shown. Ground fault circuit protection shall be provided as required by NFPA 70 and as indicated on the drawings. P. Switched receptacles shall be the same as other receptacles specified except that the ungrounded pole of each suitable receptacle shall be provided with a separate terminal. Only the top receptacle of a duplex receptacle shall be wired for switching application. In all rooms and spaces where switched receptacles are being used, a three-wire system (two hot legs, one neutral and one ground)shall be installed. The black and white wires will be used for the un-switched legs and the red and white wire will be used for the switched legs. This will allow the engineer to select any receptacle within the room to be switched. Q. Provide single pole and three-way light switches throughout the home for each individual room and space. Provide receptacle as required by code and as shown on the plans. The receptacles and light switches shall be Specification Grade type. The receptacle and switch covers shall be as specified by Architect/Owner. R. Provide twelve(12)ATTACHE lamp cord dimmers, by Lutron on customer supplied lamps. S. Install switches and receptacles in a common wall plate when located above a countertop. T. Weatherproof receptacles shown shall be mounted in a box with a gasketed, weatherproof,polycarbonate cover plate UL listed"suitable for wet locations while in use." Performance Specification Page 10 of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* U. Provide an Emergency Disconnect Switch located on the wall outside of the boiler room entrance or just inside the boiler room door. Provide an emergency switch at the top of the stairs leading down to the boiler room. The emergency switch shall be a 15-amp fuse-type safety switch. Switch shall be red and furnished with a label indicating function of switch. V. Provide power and control to the site lighting as indicated on the Architectural and Civil Engineering plans. 2.3 LIGHT FIXTURE SCHEDULE A. Provide light fixtures and fans per architectural drawings. 2.4 LOW VOLTAGE SYSTEMS A. The home shall use a local telephone PBX system. The system shall be capable of voice mail, intercom paging,two way recording and wireless communication. The owner shall obtain an independent contract with a telephone system supplier. The supplier will provide the telephone equipment, programming of the equipment and terminations within their head end equipment. B. The home shall use a DSS TV system. Provide all power, signal,telephone and control wiring. Coordinate with the Architect for the final location of the dish. C. Provide a doorbell system with push button at front door and rear door. The door chime shall be located adjacent to the kitchen and have a distinct chime for the different doorbell push button locations. D. Provide a central lighting control system for the entire house as manufactured by Lutron, Inc., Homeworks, Home Lighting Controls. Provide a wall mounted Master Control Station within the Master Bedroom, Silo Front Entrance and the Rear main entrance. Provide Dimmers and wall switches for all rooms of the house. Provide a unit price for the Car Visor control system. Provide all material, repeaters, labor and programming to set up the control system. 2.5 INTRUSION DETECTION SYSTEMS AND FIRE ALARM A. Provide a central security/fire alarm system for the entire house as manufactured by DSC or Ademco. Provide zoning of the system so that the entire perimeter can be alarmed at night while occupying the house. Provide three levels of access codes,via the keypad, for the home owner, staff and outside vendor. Provide the following: 1. Door contacts on all exterior doors, for the garage doors, and basement doors. 2. Glass break detectors for basement, first floor and garage windows. 3. Infrared motion sensors,throughout the house and garage. 4. Moisture sensors in the basement. 5. Window contacts for the basement and garage windows. Performance Specification Page i l of 13 CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* 6. Three key pads—one by the lower level garage door, one by the front door, and one in the master bedroom. 7. System type smoke detectors in all bedrooms, common corridors and the basement. 8. Flush wall sounders for the fire alarm 9. An exterior Siren 10. A hard-wired connection to the central monitoring agency and a cellar back-up to the central monitoring agency. B. The central system monitoring agency must be able to identify between perimeter alarms and panic button alarms. C. Samples: Provide samples of each device used within the building for owner, engineers and architects approval. D. Provide magnetic lock sets,transformers, wiring and remote key pads for the following doors: 1. Front door 2. Rear door 3. Garage door E. Provide a moisture detection system, in the basement mechanical room, next to the boilers. The system shall be capable of detecting water in the basement and sending a signal to the security panel. The panel shall send out a trouble alarm to the security- monitoring agency and to the owners property management firm. The system shall also send a signal to the main water supply valve,which shall shut when water is detected in the basement. F. Provide a Cartel] vehicle detection system as manufactured by Preferred Technologies Group(1-800-223-4743). Locate buried senor at [.........] of the driveway. Provide a CP-2 System with ground sensor probe, CT-2C controller, one CT-8 annunciator and on FC-9 annunciator. Locate the FC-9 annunciator within the kitchen area and the CT-8 annunciator on the second floor, both located according to the Architects requirements. G. Provide a flush mount Carbon Monoxide Detector on each floor level including the basement. The detector shall be capable of detecting carbon monoxide and processing the measured levels into TWA/TLV Time Weighted Average and Threshold Limit Value. The sensor activation levels shall be set at either 100 PPM for 30 minutes or 200 PPM for 10 minutes. If either of these levels is reached,the detector shall activate an audible alarm and the dry contact relay. The audible alarm shall provide sound levels of 85 db(A)and the dry contact shall provide a signal to the house U.L listed Security/Fire Alarm Control Panel. The detector unit shall have both Green and Red LEDs The Green LED shall indicate normal operation/no relay activated. The Red LED shall indicate the audible alarm and alarm relay is activated. The Unit shall have the capabilities of being calibrated Performance Specification Page 12 of 13 ' y CES Engineering LLC March 1, 2004 Tremaine Residence *Issued for Permit* in the field and have a test switch that performs operational testing of the detector system. The detector shall be a Macurco Carbon Monoxide Detector model # CM-15A or equivalent. 2.6 GENERATOR Bid Alternate#1 A. Provide a 25 kW25 kVA, propane, 240/120 volt, (1)phase,(3)wire, 60 Hz, water cooled generator engine set. The generator set shall be capable of supporting the stand by rating with a 1.0 power factor. The generator set shall be capable of supplying 104 amps at the rated voltage. Maximum altitude is based on 1000 feet and intake air shall be based on 95° F. The generator set shall include a unit mounted radiator with a weather protective housing,a standard exhaust silencer,a relay controller package including indicating lamps, cyclic cranking,off/auto switch, remote start relay,hour meter, a block heater with thermostat, battery, weather resistive housing, battery charger and an engineer witnessed factory start up. Provide a one year warrantee on the generator and ATS. Provide a unit mounted 150 amp main line circuit breaker for the emergency power. Provide a 4" concrete house keeping pad, fuel piping to tank and all related labor to install the generator set. The generator shall be a Generac Power Systems, Model SG025 B. Provide an audio/visual remote alarm Panel: Flush mounted panel with audible and visible indicators and alarms to indicate that the generator is running, in stand-by(utility available)or in trouble. Locate the panel as directed by the architect. C. Provide a wall mounted, automatic transfer switch, microprocessor controlled, 240 volt, 60 Hz, 2-pole, 3-wire,Nema 1 enclosure and 200 amp rated contacts. Within the ATS provide an adjustable time delay on transfer from normal to emergency and from emergency back to normal, and a generator set plant exerciser. The ATS shall be manufactured by Generac Power Systems, Model GTS-200, Series W. D. Provide emergency power wiring from the emergency panelboard to the heating equipment, security/fire alarm panel, refrigeration equipment, gas fired cooking equipment, pumps, domestic water heater, water pumps, miscellaneous receptacles(as directed by the owner), all interior and exterior lighting, garbage disposal, future elevator and range hood. E. Note: All interior lighting shall be wired to the emergency power panel, however,the system has not been sized for all fixtures to be on simultaneously. End of Section Performance Specification Page 13 of 13 CES Engineering LLC September 14,2004 Tremaine Residence OF NF y, *Issued for Construction* 9,SMO9 DIVISION 15—MECHANICAL PERFORMANCE SPECIFICATIONS PART 1 -MECHANICAL SCOPE OF WORK AND SPECIFICATIONS 1 W 1.1 GENERAL SCOPE OF WORK ° F A. The following Scope of Work shall be completed by the contract is s scope of work will only describe the desired systems, some syst siz and th nal outcome for the owner. B. This document is to act as a guideline for the contractor, all planning and designing of the systems is the sole responsibility of the contractor. Designs for these systems must be submitted to the engineer, for their approval,prior to starting the work or ordering the equipment. C. The contractor is to visit the site,take all required notes and provide a complete bid. The contractor will be required to work with the owner and architect to detail all of the specific requirements,once the contract is awarded. If the system is described within the scope of work and the performance of the system is described within the specifications, schedules and details no change orders will be allowed. The contractor will be required to provide,a full submission of shop drawings,and coordination services in the field. 1.2 GENERAL SPECIFICATION REQUIREMENTS A. It is the intent of the Specifications to call for finished work,tested and ready for operation. Provide all materials, equipment and labor necessary to complete the work outline within this document. The contractor is to note that this document is schematic and not detailed and that final placement of all equipment,piping, ductwork, diffusers, grills, etc. will need to be reviewed in the field with the architect and engineer. If a conflict in positioning occurs,the contractor is to notify the engineer immediately to ascertain what the intent was by the design professional. Any apparatus,appliance, material or work, or any incidental accessories necessary to make the work complete and perfect in all respects and ready for operation as determined by good trade practice even if not particularly specified, shall be famished, delivered and installed without any additional expense to the Owner. B. Provide all necessary labor,materials and other miscellaneous equipment necessary to complete the work. C. The contractor shall be responsible for arranging for inspections by the authority having jurisdiction. The contractor shall be responsible for being available for inspections by the authority having jurisdiction. D. Supply to the owner an official certificate of insurance for their records. E. All work shall be completed in accordance with all applicable federal, state and local codes and standards. F. The mechanical contractor shall provide all control wiring. G. The following definitions apply to this contract: Performance Specification Page 1 of 20 CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* 1. Furnish: the term "furnish" is used to mean"supply and deliver to the project site, ready for unloading,unpacking, assembly, installation, and similar operations." 2. Install: the term"install" is used to describe operations at project site including the actual "unloading,unpacking,assembly, erection,placing, anchoring, applying,working to dimension, fmishing, curing,protecting, cleaning, and similar operations." 3. Provide: the term"provide" means "to furnish and install, complete and ready for the intended use." 4. Remove: the term"remove"means"to disconnect from its present position, remove from the premises and to dispose of in a legal manner." 5. Substitutions: requests for changes in products,materials, equipment, and methods of construction required by contract documents proposed by the contractor after award of the contract are considered requests for"substitutions." H. The Contractor shall give all necessary notices, obtain all permits; and pay all Government and State sales taxes and fees where applicable, and other costs, including utility connections or extensions in connection with the work, file all necessary drawings, prepare all documents and obtain all necessary approvals of all Governmental and State departments having jurisdiction,obtain all required certificates of inspection for his work, and deliver a copy to the Owner and Engineer before request for acceptance and final payment for the work. The contractor shall be responsible for arranging for inspections by the authority having jurisdiction. The contractor shall be responsible for being available for inspections by the authority having jurisdiction. I. Do not bum waste materials. Do not bury debris or excess materials on the owner's property. Do not discharge volatile,harmful or dangerous materials into drainage systems. Remove and dispose of all waste materials,packaging material, skids etc.From the site and dispose of in a lawful manner in accordance with municipal, state and federal regulations. J. Provide for temporary heat during the construction period, as required,to maintain the building temperature at 50 degrees F. Temporary heat may be provided by the permanent heating system. Provide all temporary equipment connections, filters and controls necessary. All filters shall be replaced with new filters upon completion of systems. Fuel costs for temporary heat shall be the owner's responsibility. K. Prior to ordering any materials and equipment,thoroughly review the site conditions to determine if adequate clearances and access is allowed to install the components. Order equipment broken down as necessary to allow for proper handling through the project area. Provide all necessary alterations to the structure of the building as necessary to rig the equipment in place. Carefully inspect all building elements prior to cutting or drilling into wall, floors or ceilings. Patch and paint surfaces disturbed by work under this contract as required to restore them to their original condition. Performance Specification Page 2 of 20 R CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* L. The contractor shall be required to properly store materials and equipment so as to avoid theft or vandalism. If theft or vandalism occurs,the contractor shall repair or replace such items at the direction of the engineer. M. The contractor must coordinate all interruptions of services and limitations of access with the owner and engineer no less than 3 days prior to the interruption. N. Provide all access doors in walls and floors at all automatic valves, and other apparatus and equipment requiring periodic service and inspection. Coordinate type and location with architect for approval. O. Provide seismic restraints for all mechanical equipment and piping specified herein in accordance with BOCA building code and local codes. P. Provide shut-off duty valves at each branch connection to supply mains, at supply connection to each piece of equipment,and elsewhere as indicated. Q. Provide throttling duty valves at each branch connection to return mains, at return connections to each piece of equipment, elsewhere as indicated. R. Provide calibrated plug valves on the outlet of each heating element and elsewhere as required to facilitate system balancing. S. Provide drain valves at low points in mains,risers,branch lines,and elsewhere as required for system drainage. All piping must be installed to allow for system drain down and winterization on an annual basis. T. Provide check valves on each pump discharge and elsewhere as required to control flow direction. U. Provide pump discharge valves with stem in upward position; allow clearance above stem for check mechanism removal. V. Provide pressure-reducing valves on hot water generators, and elsewhere as required to regulate system pressure. W. Provide motor starters and disconnects for all mechanical equipment to electrician for installation and wiring as required. 1.3 SHOP DRAWINGS A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the contract documents. Do not reproduce contract documents or copy standard information as the basis of shop drawings. Standard information prepared without specific reference to the project is not considered shop drawings. B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns,templates and similar drawings. Include the following information: 1. Dimensions. Performance Specification Page 3 of 20 • CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication,purchasing,testing, delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. D. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmitals. 1. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Engineer will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary,process the same as the initial submittal. 3. Allow two weeks for reprocessing each submittal. 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. E. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. c. Name and address of Engineer. Performance Specification Page 4 of 20 CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Engineer using a transmittal form. Submittals received from sources other than the Contractor will be returned without action. On the transmittal,record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. G. Except for submittals for record,information or similar purposes,where action and return is required or requested,the Engineer will review each submittal,mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. H. Action Stamp: The Engineer will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, to indicate the action taken. I. Do not use shop drawings without an appropriate final stamp indicating action taken in connection with construction. J. Do not order any materials or equipment prior to receiving final approved shop drawings. K. Provide shop drawings for the following: 1. Plumbing fixtures, equipment,piping and valves and accessories. 2. HVAC equipment,piping and valves and accessories. 3. Control system including schematic control diagrams and detail sequence of operations. 4. Scaled ductwork drawings and detail system layout drawings at '/<"=1'-0" minimum. Performance Specification Page 5 of 20 • CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* 1.4 SUBSTITUTIONS A. Substitution request submittal: requests for substitution will be considered if received within 45 days after commencement of the work. Requests received more than 45 days after commencement of the work may be considered or rejected at the discretion of the engineer. B. Submit 3 copies of each request for substitution for consideration. 1.5 AS-BUILT DRAWINGS A. Prepare as-built drawings to a scale of 1/4"=P-0" or larger; detailing the actual installation of major elements, components, and systems of mechanical equipment and materials. Where shop drawings are used,record a cross-reference at the corresponding location on the as-built drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. B. Mark new information that is important to the owner,but was not shown on contract drawings or shop drawings. C. Note related change order numbers where applicable. D. Organize as-built drawings into manageable sets,bind with durable paper cover sheets, and print suitable titles,dates and other identification on the cover of each set. E. General: Do not use record documents for construction purposes;protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Engineer's reference during normal working hours. 1.6 MECHANICAL IDENTIFICATION A. Mechanical identification work shall comply with ANSI a13.1.Names, abbreviations and other designations used in mechanical identification work, shall correspond with designations shown, specified or scheduled. B. Where identification is to be applied to surfaces that require insulation,painting or other covering or finish,install identification after completion of covering and painting. C. Underground piping identification: 1. Underground-type plastic line markers shall be permanent,bright-colored, continuous-printed plastic tape, intended for direct-burial service;not less than 6" wide x 4 mils thick. Provide multi-ply tape consisting of solid aluminum foil core between 2-layers of plastic tape. D. Valve identification: 1. Provide valve tags,with piping system abbreviation, in typewritten format, with 1/2"high valve numbers,permanently marked on tags,and with hole for fastener. Valve tags shall be constructed of plastic, laminated, rectangular in shape, sized no smaller then 2 '/z"x 3 '/z"in size. Each piping system shall have it's own Performance Specification Page 6 of 20 CES Engineering LLC September 14,2004 Tremame Residence *Issued for Construction* color designation. Valve tag information shall include the valve number, function and if appropriate, set point. 2. Provide valve tag on every valve, cock and control device in each piping system; exclude check valves,valves within factory-fabricated equipment units, plumbing fixture faucets,convenience and lawn-watering hose bibs,and shut-off valves at plumbing fixtures,HVAC terminal devices and similar rough-in connections of end-use fixtures and units. List each tagged valve in valve schedule for each piping system. For each page of valve schedule,provide glazed display frame,with screws for removable mounting on masonry walls. 3. Submit valve schedule for each piping system,typewritten and reproduced on 8- 1/2" x 11"bond paper. Tabulate valve number,piping system, system abbreviation(as shown on tag), location of valve(room or space),and variations for identification(if any). Mark valves which are intended for emergency shut- off and similar special uses,by special "flags",in margin of schedule. In addition to mounted copies, furnish extra copies for Maintenance Manuals. 4. Mount valve schedule frames and schedules in mechanical rooms where indicated or, if not otherwise indicated,where directed by Architect/Engineer. Where more than one major machine room is shown for project, install mounted valve schedule in each major machine room, and repeat only main valves which are to be operated in conjunction with operations of more than single machine room. 5. Provide red, 3"diameter,roadside type reflectors on each drain down valve. Secure to valve handle with metal straps and suspend sown for viewing. 1.7 GUARANTEES A. The Contractor shall guarantee all material and workmanship under these Specifications and the Contract for a period of one(1)year from the date of final acceptance by Owner. During this guarantee period, all defects developing through faulty equipment,materials or workmanship shall be corrected or replaced immediately by this Contractor without expense to the Owner. Such repairs or replacements shall be made to the Engineers satisfaction. B. Contractor shall provide name,address, and phone number of all contractors and subcontractors and associated equipment they provided. 1.8 PROJECT CLOSE-OUT A. Submit specific warranties,workmanship bonds,maintenance agreements, final certifications and similar documents. B. Deliver tools, spare parts, extra stock, and similar items. C. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools,mock-ups,and similar elements. Performance Specification Page 7 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* D. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. E. Inspection Procedures: On receipt of a request for inspection,the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Engineer will repeat inspection when requested and assured that the Work has been substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. PART 2-MECHANICAL SYSTEMS- SCOPE OF WORK 2.1 PLUMBING SYSTEM—GENERAL REQUIREMENTS A. Systems shall include but are not limited to; domestic hot and cold water piping, sanitary waste and vent piping, storm water piping,domestic hot water production system, domestic hot water recirculation system,water tempering devices fixtures and equipment as indicated on the architectural plans and required for a complete and operational system. B. Conform to applicable codes for installation of backflow prevention devices. C. The Owner or Architect specifies all plumbing fixtures. D. All plumbing systems shall be designed in accordance with the latest editions of the Building Code of New York State,The International Plumbing Code and all local, state, and federal codes and requirements. E. Provide domestic water,waste and vent piping to all plumbing fixtures including but not limited to sinks, lavatories,toilets,washer, showers, outdoor showers,humidifiers, ice machines and steam generators. All below slab waste piping and vent piping shall be PVC. Bid Alternate: Provide an add alternate for above slab waste piping to be no- hub,service weight,cast iron. Base bid shall be based on schedule 40 PVC for all wastewater and vent piping. The domestic water supply piping shall be PEX tubing with stainless steel crimped fittings wherever possible and type L copper with copper or brass fittings where PEX cannot be used. Type K copper shall be used where required for underground or under slab piping. All piping shall be clearly marked as to system type and direction of flow. Provide stops at all fixtures. Provide 18" air chambers at fixtures, same size as piping. Fixture and Area Minimum Hot and Cold Water Pipe Size Whirlpool,Tubs and Hot ;V hot and''/,"cold water feed Tubs from main supplies in basement. Performance Specification Page 8 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* Master bathroom shower 3/4"hot and V cold water feed and Japanese Bath from Main supplies in basement. Note: The drain shall use a 3" diameter pipe with a 6"diameter cover. Bathroom grouping '/4"hot and 1/4"cold water feed from main supplies in basement. Outdoor shower 3/4"hot and 3/4"cold water feed from main supplies in basement. Individual plumbing fixture %" hot and %z"cold water feed Water closet /z"cold water feed. Humidifier 3/8"cold water feed.Note: Provide electric heat trace on all humidifier lines run in areas exposed to freezing temperatures. Exterior hose bib 3/4"cold water feed. Boiler water make-up h"cold water feed. F. Provide insulation for all domestic hot and cold-water piping. All domestic hot water pipe insulation shall be 1"thick and cold water pipe insulation shall be '/z"thick foam Armaflex self-sealing pipe insulation with vapor barrier jacket. G. When installing the domestic cold water system, maintain a minimum separation of 6 inches from any domestic hot water, domestic hot water re-circulation, and heating hot water supply or return lines. Do not install the domestic cold water system within shared spaces of heat producing piping or equipment: including soffits, structures or within insulated cavities. H. Provide an Aqua-Pure, model AP717, ice machine water filter on the inlet to each humidifier, ice machine and steam generator. Provide a shut off valve prior to the filter. Locate filter within an accessible area. I. Provide stainless steel braided hoses from the water connection at the wall to the ice machine, washing machine or dishwasher. Provide enough hose length to move the appliance to access the hose connection. J. Provide a sanitary waste system and connection to the septic system. All work shall confirm the authorities requirements. Performance Specification Page 9 of 20 CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* K. Provide a sewer ejector pump, basin, gasketed cover,controls, sub-slab PVC wastewater piping and vent piping to the basement bathroom. The ejector basin is to be located in the mechanical room. L. If the wine cellar unit bid alternate is chosen,provide a condensate pump for the wine cellar unit. If not,provide provision for the future wine cellar condensate line to connect to the waste piping.Provide a condensate pump for each basement air-handling unit. Provide a gravity condensate drain the air handler and the humidifier in the attic. The drain lines shall be made of PVC for the entire wastewater run. Run condensate discharge to the waste water system with a trap and air gap fitting at the connection to the waste water system. The pump shall be a Little Giant Model VCM-15UL. M. Provide sprinkler heads in the boiler room,with a backflow preventer on the connection to the domestic water system. Connect the drain from the backflow preventer to the condensate drain system. N. Install all piping system in such a manner to avoid pipe freezing. Provide not only piping insulation,but also building insulation between cold surfaces and piping. Piping shall never be installed in spaces where potential pipe freezing can occur. Contact the architect and engineer immediately is such a condition occurs. The pipes shall always reside on the warm side of the building insulation. 2.2 SUPPLY WATER REQUIREMENTS A. Provide a new city water service from the street to the house. Provide a 1 1/2"main from the street to the water meter in the basement. Provide all grounding of the equipment, water meter and remote recorder, per the water authorities requirements. B. Provide a separate water feed after the water meter and before the booster pump and filtration system for the boiler water make-up and trap primers. Provide provisions to separately shut down the domestic water system to the house. C. Provide an Amtrol city water Pressuriser complete with diaphragm pressure tank,booster pump, low-pressure cutoff switch, and thermal sensor. Model shall be RP-25HP rated for 25GPM. D. Provide moisture detectors adjacent to the water service,hot water heaters and under the clothes washers.Also,provide an electric operated shut-off valve at the water main. Upon detection of moisture(water) in the basement,the moisture detector system will shut off the water service with the electric valve, and send a signal to the security panel. The panel shall send out a trouble alarm to the security-monitoring agency. E. Provide a cartridge filtration system for the entire domestic water system, as manufactured by CUNO Water Filtration Systems,with the exception of the exterior hose bibs and irrigation system. Provide a separate water distribution system,without water filtration, for the exterior water needs. Performance Specification Page 10 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* 2.3 DOMESTIC HOT WATER SYSTEMS A. Provide one in-direct fired water heater. The water heater shall be a 103-Gallon Buderus Model ST-400 with controls and circulator pump. Heaters shall have stainless steel inner tanks and steel outer tanks with 2" foam insulation with baked enamel steel jacket. Provide piping to boiler, isolation valves, T&P valve, controls and wiring. Bid Alternate: Provide two in-direct fired water heaters.Each water heater shall be a 79-Gallon Buderus Model ST-300. B. Provide a domestic hot water temperature maintenance system consisting of a domestic hot water recirculation pump and a hot water recirculation loop. Hot water recirculation piping shall be provided for each branch of the domestic hot water supply piping. Hot water recirculation piping shall be run to within 10'-0"of each fixture. Each branch of the rccirculatior, loop and at the base of each riser shall be provided with-a balancing valve and isolation valves. Balance the recirculation loops for a maximum temperature drop of 10 degrees F,with no fixtures flowing. 2.4 PLUMBING FIXTURES,ACCESSORIES AND TRIMS A. Provide anti-siphon freeze proof hose-bibs around the exterior of the building, spaced no farther then(80) feet apart. Refer to the architectural plans for locations. Hose bib to be Woodford Model 25 with metal handle, automatic draining with anti-siphon vacuum breaker. Provide with ASSE Standard 1019-B approved, 1/4" inlet and outlet one-piece valve plunger to control both flow and drain functions. Exterior finish to be chrome plated, Polished Brass or Rough Brass as selected by the architect and the owner. Coordinate hose-bib selection with wall thickness. All piping to the hose bib shall be'/4" minimum and when three or more hose bibs are connected to the same supply branch line, a I"branch line shall be used. Hose bib piping shall be installed so that all piping is installed on the warm side of the building insulation. B. Provide an In-sink-erator garbage disposal within the kitchen sink. The unit shall be the Classic— Ihp stainless steel unit with automatic reversing. C. Provide a laundry/clothes washer, flush mounted,valve box for each cloths washer location. The unit shall be manufactured by PPP Inc,with water hammer arrestor, 1/2" NPT inlets, 3/4"hose connections and 2"drain connections. D. Provide a 2"high drain pan under each clothes washer. Where a dryer and clothes washer are side by side,the drain pan shall also run under the dryer. The pan shall be constructed from galvanized steel with welded and water tight connections. Provide water detector tied to the water detection system. E. Provide floor drains with traps and trap primers as required. F. Provide air-gap fittings, and traps with trap primers for each condensate connection to the sanitary system. Provide a Prime-Time Electronic Trap Priming Manifold by PPP Inc. to automatically maintain the water seal in all condensate traps and floor drains. G. Provide clean-outs as required. Performance Specification Page I I of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* H. Provide a Mr. Steam, steam generator for each of the basement showers. Provide an auto flushing system, all associated water,drainage and steam piping, interior and exterior (remote) controller, wiring and fittings. Size the steam unit to support the volume of the shower area plus 10 percent extra capacity for leakage. Discharge from the T&P must be piped away from the unit. Performance Specification Page 12 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* 2.5 FUEL SUPPLY SYSTEMS A. Provide a new buried 500-gallon LP storage tank with piping distribution system to gas log lighters, outdoor BBQ, and two gas clothes dryers. Provide gas cocks and shut-off valve at each terminal. Propane gas piping shall be sized in accordance with the requirements of the International Mechanical Code and NFPA 54. Coordinate the location of the LP storage tank with the architect. B. Provide LP piping and gas cocks to the future emergency generator. C. LP piping, which is buried, shall be Steel Pipe: ASTM A53 or A 120, Schedule 40 black, paint coated or taped to prevent corrosion, as required by code. 1. Fittings: ASTM A3''4, forged steel welding type,with,.AAV✓A C 105 polyethylene jacket or double layer, half-lapped 10 mil (0.25 mm)polyethylene tape. 2. Joints: ASME Sec 1,welded. D. LP piping, which is above grade, shall be Steel Pipe: ASTM A53 or A120, Schedule 40 black. E. Provide two indoor,275-gallon, double wall oil storage tanks in the storage area of the basement. The tank shall be a Roth fuel oil safety tank. Provide fuel filters and fusible link shut offs and piping. All piping shall be run overhead from the fill to the tank, and sleeved in a 4" PVC pipe below grade from the tank to the boilers. Surface mounted piping with concrete caps will not be allowed. 2.6 HOT WATER BOILERS AND ACCESSORIES A. Provide one Buderus, Model G215/4, 196,000 BTU input,oil-fired, hot water boiler with a Riello burner. Provide with piping, circulator pump, digital control system, control valves and associated equipment. B. Provide a digital boiler control system,which includes an outside temperature-reset system, a domestic water prioritization system, temperature readouts, and performance heating curve adjustments. C. Provide a circulator pump for each air handling unit's(AHU)hot water coil, boiler and domestic hot water heater. Circulators shall be B&G pumps series NBF or PL and sized to match the specific flow and head requirements of each AHD's hot water coil,hot water heater, or boiler, as well as the pressure drop of the piping system. D. Provide an automatic water make-up system with a pressure reducing valve and backflow preventor. Provide a low water cut off switch on the supply side header of the boiler. Provide an expansion tank with air separator. Provide a separate water feed from the water service entrance to the boiler to allow the house plumbing to be shut down independently from the boiler. Performance Specification Page 13 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* F. Provide a combustion air louver and damper assembly with an in-line combustion air fan for the boiler. The combustion air fan shall be Tjernlund In-Forcer,model PAI-3 and sized for 65CFM. Provide controls so that the fan is interlocked to operate when the boiler fires. Provide with ducting to the outside louver. Combustion air intake,without a combustion air fan,will be allowed, and is preferred,with proper sizing and configuration of the outside air intake system. G. Provide an Emergency Disconnect Switch located on the wall outside of the boiler room entrance,at the top of the stairs leading to the boiler room or just inside the boiler room door. Emergency switch shall be a 15-amp fuse-type safety switch. Switch shall be red and furnished with a label indicating function of switch. 2.7 CHILLED WATER SYSTEM,AIR HANDLING UNITS AND ACCESSORIES A. Hydro-air Au-conditioning systems: Provide vertical and/or horizontally mounted Carrier variable speed fan coil units,model FK4C for heating ventilation and air conditioning. Provide units with duct-mounted chilled water coils and hot water coils. Provide a 3-way valve for the chilled water coil. The units shall be equipped with controls for zone dampers and a Carrier Infinity Zone Control System. The units shall be floor mounted on noise isolation pads or suspended from double deflection spring isolators to reduce noise and vibration. The zone control system shall be complete with electronic programmable thermostats with humidity control and zone dampers for each zone. Provide with two sets of 30%pleated filters. Provide a local condensate pump and piping for the AHU's located in the basement. Provide controls to modulate fan speed of the AHU's in cooling mode to provide positive humidity control as sensed by the space thermostat B. Provide two(2)Multi-Aqua Model MAC-060-1 outdoor air-cooled packaged liquid chillers. The chillers shall include an integrated chiller pump,brazed plate heat exchanger, scroll compressor, thermostatic expansion valve,high and low pressure switches and a pump flow switch. The chilled water system shall be filled with a 30% propylene glycol and 70%water. C. Buried chilled water supply and return piping shall be 2"diameter, Rhinoflex, integrated flexible,pre-insulated piping system. The carrier piping shall be HDPE,rated for 90 psi and 40-120 degree F. The insulation shall be closed shell PEX foam. The outer jacket shall be constructed of HDPE pipe. All piping must be installed with continuous runs, without buried joints. Provide Rhinoflex couplings at the chiller and at the penetration into the building. Install per the manufactures instructions. Performance Specification Page 14 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* Air Zone Areas Served Nominal Nominal Nominal Handling Number Air Flow Cooling Heating Unit (CFM) Capacity Capacity (Tons) (MBH) AHU-1 Zone I Playroom, Hall, Pantry, Storage 400 Zone 2 Exercise Room, Bath 400 AHU-I Totals 800 2 22 AHU-2 Zone I Office 350 AHU-2 Zone 2 ILiving Room, Entry,Hall 650 AHU-2 Zone 3 1 Family Room,Kitchen 600 AHU-2 Totals 1600 4 50 AHU-3 Zone I Bedroom 208 200 AHU-3 Zone 2 Bedroom 207 300 AHU-3 Zone 3 Bedroom 205 250 AHU-3 Zone 4 Hall 250 AHU-3 Zone 5 Master Bedroom 600 AHU-3 Totals 1600 4 50 Total all AHU's 4000 10 122 I} Provide a split refrigeration wine cellar conditioner and a remote indoor condenser for the wine cellar by Wine Cellar Innovations, model SPL4 with 4,000 BTUH cooling capacity. Provide with a digital thermostat. 2.8 AIR HANDLING UNIT ACCESSORIES A. Provide each AHU with a side-mounted 2", "add-on filter cabinet"with two sets of 2" wide, 30% pleated filters. B. Provide each AHU with a duct mounted ultraviolet air purification system. The system shall be a Biozone InDuct unit sized for the square footage coverage area. Contact Biozone, 1-888-284-8044. Bid Alternate: Provide a duct-mounted ultraviolet air purification system as manufactured by Steril-Aire. C. Provide an evaporative humidifier for each AHU. Units shall be Carrier, model HUMCCSBP2212 for AHU-1, and model HUMCCLBP2217 AHU-2, & 3. Provide with water connections,condensate drain, electrical connections and a humidistat controller. Tie into the AHU control system. The condensate drain shall be installed in such a manner so that the drain slopes continuously away from the humidifier so as to assure a Performance Specification Page 15 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* water connections,condensate drain, electrical connections and a humidistat controller. Tie into the AHU control system. The condensate drain shall be installed in such a manner so that the drain slopes continuously away from the humidifier so as to assure a constant drainage system.Provide an Aqua-Pure,model AP717, ice machine water filter on the inlet to the humidifier. D. Provide an Aprilaire 1700, 275CFM 120 vac, dehumidifier, for the basement air-handling unit. Connect the inlet of the dehumidifier into the return side of the AHU and the outlet of the dehumidifier into the supply side of the AHU. Provide with a condensate drain, integral air filter,motorized damper on the outlet, ductwork and internal controls. The dehumidifier shall be set to open the motorized damper and run the fan to sample the air for 1/2 hour every hour. If the humidity level is sensed above 35%RH(adjustable),the fan will remain on and the compressor will cycle on until the relative humidity level drops below the setpoint. 2.9 DUCTWORK,GRILLS AND ACCESSORIES A. Ductwork distribution system and accessories: For all above grade ductwork,provide galvanized steel supply and return air ductwork with vapor barrier, exterior blanket insulation for the furnace unit. The contractor shall size all ductwork. Ductwork mains shall be designed for a maximum velocity of 750 feet per minute and a maximum static pressure of 0.08 in. w.c.per 100 feet of duct. Branch ducts shall be sized for a maximum velocity of 450 feet per minute. The return air system shall be ducted with internal noise attenuation lining for the first 10 feet of the ductwork minimum from unit. At all of the terminal devices,paint all of the visible interior ductwork with flat black paint. B. Provide manual balancing dampers, for each main and branch duct for system balancing. Where dampers are concealed behind finished ceilings,Provide Young regulators manual balancing dampers, and Bowden Cable remote control systems. Provide air balancing for the entire system and adjustments so as to maintain the minimum CFM requirements. Total supply air rates shall be calculated to meet the heating and cooling loads for the building. Dampers shall be placed no closer than 6 feet from an air terminal outlet for ducts equal to and smaller than 10"in diameter and 8 times the duct diameter for ductwork larger than 12"or larger. C. Flexible duct shall be limited to 10' length with a minimum number of bends. Flexible duct shall not be used as an elbow. D. Wall mounted supply and return registers shall be square or rectangular, constructed of extruded aluminum, with adjustable deflection,model type TB for supply and TC for return as manufactured by Tuttle&Bailey. Floor mounted supply and return registers shall be square or rectangular,cast iron as manufactured by Reggio Register. Supply and return registers mounted within wood panels or wood moldings shall be square or rectangular,cast iron as manufactured by Reggio Register. The final louver sizes and locations shall be approved by the architect and engineer prior to placement. NC ratings shall not exceed 22 at the diffuser. Performance Specification Page 16 of 20 CES Engineering LLC September 14,2004 Tremaine Residence *Issued for Construction* 2.10 EXHAUST FANS,VENTILATORS AND ACCESSORIES A. Provide inline bathroom exhaust fans,by Fantec, for each bathroom and each watercloset room in the basement. For bathrooms with no windows,or inoperable windows,provide controls so that the fan comes on automatically if the light is turned on in the bathroom. For bathrooms with operable windows,the fan shall be activated independently by a separate switch. Provide an inline silencer on each of the bathroom exhaust fans,to reduce sound levels. B. Provide a dryer exhaust system,for each dryer location. Provide a flush mounted"The Dryerbox",Telephone# 888-443-7937. Provide wall caps, constructed of paintable aluminum, with removable rodent screens. The Architect shall approve final location of wall caps. C. With all of the exhaust and ventilation system,provide ductwork, louver and wall caps and any other items shown or required. Coordinate all exhaust terminations with the architect. D. Provide a total energy recovery ventilator(ERV) for sensible and latent energy recovery. The energy recovery ventilator shall use an enthalpic core. Connect the ERV into the AHU per the manufactures instructions. The unit shall be rated for 10%to 15% of the total cfm of the AHU but not more than 290 cfin, and be manufactured by Carver,Model ERVC. Provide a removable panel, inlet air filter, ductwork, supply and exhaust louvers and vibration isolators for hanging. Provide one ERV for each AHU. Provide an ERV controller for each ERV,with dehumidification sensor. Locate controller as directed and approved by the engineer and Architect. 2.11 HYDRONIC PIPING DESIGN REQUIREMENTS A. Hydronic piping shall be designed with a maximum velocity of 4 to 6 feet per second and a maximum friction loss of 4 feet of head per hundred feet of piping. Flow rates shall be calculated based on a maximum water temperature change of 20 degrees F. The hydronic piping system shall be composed of a heating loop that shall circulate water from the boiler plant to the air-handling units and terminal heating devices. Provide an air elimination system consisting of an air separator and a diaphragm type expansion tank for the heating. Provide a pumping system on the main circulation loop. Provide an automatic water make-up system with a backflow preventor for the main circulation loop. All piping must be insulated,regardless of the system. 2.12 DUCTWORK AND HYDRONIC PIPING INSULATION SYSTEM A. Insulation thickness shall be in accordance with latest edition of ASHRAE 90.2 except: hot water pipe insulation shall not be less than %2"thick, chilled water piping shall not be less then 1"thick: ductwork insulation shall not be less than 1 '/2"thick fiberglass with vapor barrier or Y<"Low-E double sided foil face duct wrap (with air gap for R-7 value). All insulation materials, adhesives, coatings, and other accessories shall have flame spread ratings of 25 or less, and smoke developed ratings of 50 or less as tested by ASTM E84(NFPA 255)method. All insulation materials shall be installed in accordance with the manufacturer's recommendations and in accordance with the latest edition of SMACNA and ASHRAE standards. Duct risers,within the conditioned space walls,and terminating at air outlets, do not require exterior duct insulation. Performance Specification Page 17 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* 2.13 GENERAL SPECIFICATION REQUIREMENTS A. All control wiring shall be provided by the mechanical contractor. B. Hydronic Systems and Accessories 1. Pipe and tubing materials a. Drawn temper copper tubing: ASTM B 88,Type L. b. Annealed temper copper tubing: ASTM B 88,Type K. 2. Fittings a. Cast-iron threaded fittings: ANSI B16.4, class 125, standard pattern, for threaded joints. Threads shall conform to ANSI 131.20.1. b. Wrought-copper fittings: ANSI b16.22, streamlined pattern. c. Cast bronze flanges: ANSI b16.24, class 150; raised ground face,bolt holes spot faced. d. Dielectric unions: threaded or soldered end connections for the pipe materials in which installed; constructed to isolate dissimilar metals,prevent galvanic action, and prevent corrosion. e. Flexible connectors: stainless steel bellows with woven flexible bronze wire reinforcing protective jacket; minimum 150 psig working pressure, maximum 250 deg F operating temperature. Connectors shall have flanged or threaded end connections to match equipment connected; and shall be capable of-inch misalignment. 3. Joining materials a. Solder filler metals: ASTM B 32, 50-50, tin-lead, for condenser water, chilled water,and make-up water and drain piping. b. Solder filler metals: ASTM B 32, 95-5 tin-antimony, for heating hot water and low-pressure steam piping. 4. Special duty valves a. Circuit Setter: 125 psig water working pressure,250 deg F maximum operating temperature,bronze body,plug valve with calibrated orifice. Provide with connections for portable differential pressure meter with integral check valves and seals. Valve shall have integral pointer and calibrated scale to register degree of valve opening. Valves 2 inch and smaller shall have threaded connections and 2-1/2 inch valves shall have flanged connections. Performance Specification Page 18 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* b. Safety relief valves: 125 psig working pressure and 250 deg F maximum operating temperature; designed,manufactured, tested,and labeled in accordance with the requirements of section iv of the ASME boiler and pressure vessel code. Valve body shall be cast-iron,with all wetted internal working parts made of brass and rubber. Select valve to suit actual system pressure c. Combined pressure/temperature relief valves: diaphragm operated, cast iron or brass body valve,with low inlet pressure check valve, inlet strainer removable without system shut-down,and non-corrosive valve seat and stem. Select valve size, capacity, and operating pressure to suit system. Valve shall be factory-set at operating pressure and have the capability for field adjustment. Safety relief valve designed,manufactured, tested,and labeled in accordance with the requirements of section IV of the ASME boiler and pressure vessel code. Valve body shall be cast-iron,with all wetted internal working parts made of brass and rubber; 125 psig working pressure and 250 deg f maximum operating temperature. Select valve to suit actual system pressure and BTU capacity. Provide with fast fill feature for filling hydronic system. d. Pressure reducing valves: diaphragm operated,cast-iron or brass body valve, with low inlet pressure check valve, inlet strainer removable without system shut-down,and non-corrosive valve seat and stem. Select valve size, capacity, and operating pressure to suit system. Valve shall be factory-set at operating pressure and have the capability for field adjustment. 5. Hydronic specialties a. Manual air vent: bronze body and nonferrous internal parts; 150 psig working pressure, 225 deg f operating temperature; manually operated with screwdriver or thumbscrew; and having 1/8 inch discharge connection and v inch inlet connection. b. Automatic air vent: designed to vent automatically with float principle; bronze body and nonferrous internal parts; 150 psig working pressure, 240 deg F operating temperature; and having 1/8"discharge connection and 1/2" inlet connection. c. Diaphragm-type compression tanks: size and number as indicated; construct of welded carbon steel for 125 psig working pressure, 375 deg F maximum operating temperature. Separate air charge from system water to maintain design expansion capacity,by means of a flexible diaphragm securely sealed into tank. Provide taps for pressure gage and air charging fitting, and drain fitting. Support vertical tanks with steel legs or base; support horizontal tanks with steel saddles. Tank, with taps and supports, shall be constructed, tested, and labeled in accordance with ASME pressure vessel code, section VIII, division. d. Air separator: welded black steel; ASME constructed and labeled for minimum 125 psig water working pressure and 375 f operating temperature; perforated stainless steel air collector tube designed to direct released air Performance Specification Page 19 of 20 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued for Construction* into compression tank;tangential inlet and outlet connections; screwed connections up to and including 2"NPS; flanged connections for 1-1/2" NPS and above; threaded blow down connection; sized as indicated for full system flow capacity. e. Y-pattern strainers: 125 psig working pressure, cast iron body(ASTM A 126, class B), flanged ends for 2-1/2 inch and larger,threaded connections for 2 inch and smaller,bolted cover,perforated type 304 stainless steel basket,and bottom drain connection. End of Section Performance Specification Page 20 of 20 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* (�OF N6 DIVISION 16—ELECTRICAL PERFORMANCE SPECIFICATIONS o� PART 1 -ELECTRICAL SCOPE OF WORK AND SPECIFICATIONS = 1 1.1 GENERAL SCOPE OF WORK A A. The following Scope of Work shall be completed by the contrac r, P s scope of work will only describe the desired systems, some system sizes, an a final outcome for the owner. B. This document is to act as a guideline for the contractor, all planning and designing of the systems is the sole responsibility of the contractor. Designs for these systems must be submitted to the engineer, for their approval,prior to starting the work or ordering the equipment. C. The contractor is to visit the site, take all required notes and provide a complete bid. The contractor will be required to work with the owner and architect to detail all of the specific requirements, once the contract is awarded. If the system is described within the scope of work and the performance of the system is described within the specifications, schedules and details no change orders will be allowed. The contractor will be required to provide a full submission of shop drawings, riser diagrams,plan layouts and coordination services in the field. 1.2 GENERAL SPECIFICATION REQUIREMENTS A. It is the intent of the Specifications to call for finished work,tested and ready for operation. Provide all materials, equipment and labor necessary to complete the work outline within this document. The contractor is to note that this document is schematic and not detailed and that final placement of all equipment, conduits, fixtures, etc. will need to be reviewed in the field with the architect and engineer. If a conflict in positioning occurs,the contractor is to notify the engineer immediately to ascertain what the intent was by the design professional. Any apparatus, appliance,material or work, or any incidental accessories necessary to make the work complete and perfect in all respects and ready for operation as determined by good trade practice even if not particularly specified, shall be furnished, delivered and installed without any additional expense to the Owner. B. Provide all necessary labor,materials and other miscellaneous equipment necessary to complete the work. C. Prior to submitting bid,visit site and identify difficulties that will affect work to be performed. No compensation will be granted for additional work caused by unfamiliarity with site conditions that are visible or readily identified by experienced observers. Include in the bid all demolition work,temporary site construction power,power to the temporary site trailers and temporary telephone services. D. Scope of work consists of installation of materials to be furnished under the contract documents and without limiting generality thereof consists of furnishing labor,materials, equipment,hoisting,plant, transportation,rigging, staging, appurtenances, and services necessary and/or incidental to properly complete all electrical work as shown on the architectural drawings as described herein. Performance Specification Page 1 of 13 CES Engineering LLC September 14, 2004 Tremain Residence *Issued For Construction* E. The following definitions apply to this contract: 1. Furnish: the term"furnish" is used to mean "supply and deliver to the project site, ready for unloading,unpacking, assembly,installation,and similar operations." 2. Install: the term "install" is used to describe operations at project site including the actual "unloading,unpacking, assembly, erection,placing,anchoring, applying, working to dimension, finishing, curing,protecting,cleaning, and similar operations." 3. Provide: the term"provide" means "to furnish and install, complete and ready for the intended use." 4. Remove: the term"remove"means"to disconnect from its present position, remove from the premises and to dispose of in a legal manner." F. All work shall be completed in accordance with the latest State code and the accepted revision of the national electric code(NEC),NFPA 70, BOCA and the NFPA 101 life safety code. G. Obtain in owner's name written equipment and material warranties offered in manufacturer's published product data without exclusion or limitation. H. Supply to the owner an official certificate of insurance for their records in a form required by the contract form. 1. The contractor shall obtain and pay for all permits required by the authorities having jurisdiction. The contractor shall be responsible for arranging and being available for inspections by the authority having jurisdiction. J. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work. Supervision of rough in and finish to be the same person for continuity. K. Arrange installation to provide access to equipment for easy maintenance and repair. L. Do not scale drawings. Scale indicated on drawings is for establishing reference points only. Actual field conditions shall govern all dimensions. M. Materials and equipment shall be UL listed where standard has been established. N. Do not bum waste materials. Do not bury debris or excess materials on the owner's property. Do not discharge volatile,harmful or dangerous materials into drainage systems. Remove and dispose of all waste materials,packaging material, skids etc.From the site and dispose of in a lawful manner in accordance with municipal, state and federal regulations. O. Prior to ordering any materials and equipment,thoroughly review the site conditions to determine if adequate clearance and access is allowed to install the components. Order Performance Specification Page 2 of 13 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* equipment broken down as necessary to allow for proper handling through the project area. Provide all necessary alterations to the structure of the building as necessary to rig the equipment in place. Carefully inspect all building elements prior to cutting or drilling into wall, floors or ceilings. P. The contractor shall be required to properly store materials and equipment so as to avoid theft or vandalism. If theft or vandalism occurs,the contractor shall repair or replace such items at the direction of the engineer. Q. Included in the scope of this section is the provision of power and wiring to all appliances and residential equipment whether specifically stated or implied by the provision of electrical equipment elsewhere in the contract documents. R. Heating and Air Conditioning Contractor shall provide all controls and control wiring. Power wiring shall be provided by the Electrical Contractor. General Contractor shall provide all excavation and backfill. S. Mount panelboards, circuit breakers, and disconnecting switches so height of operating handle at its highest position is maximum 78 inches above floor. T. Mounting heights and locations of all devices shall be field verified by the architect/owner. U. Ceiling fixtures shall be coordinated with and suitable for installation in,on, or from the suspended ceiling specified on the architectural plans. The contractor must verify the ceiling types prior to ordering the fixtures. Installation and support of fixtures shall be in accordance with the NFPA 70 and manufacturer's recommendations. Recessed fixtures shall have adjustable fittings to permit alignment with ceiling panels. Surface-mounted fixtures shall be suitable for fastening to the structural support for ceiling panels. V. Provide all necessary junction boxes, pull boxes,pull wires,cover plates and other miscellaneous equipment that is not shown on the contract documents but necessary to complete the work. W. Provide firestopping around electrical penetrations in accordance with firestopping requirements. Provide asbestos free firestopping system capable of maintaining an effective barrier against flame and gases. System shall be UL listed and comply with ASTM e 814. X. Coordinate all work with other trades and arrange installation to avoid clashes between equipment and work of other trades and building structure. Y. Provide waterproof seals for all electrical conduit penetrating foundation walls prior to backfill. 1.3 SHOP DRAWINGS: A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the contract documents. Do not reproduce contract documents or copy standard information as the basis of shop drawings. Standard Performance Specification Page 3 of 13 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* information prepared without specific reference to the project is not considered shop drawings. B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication,purchasing,testing, delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. D. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmitals. 1. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Engineer will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary,process the same as the initial submittal. 3. Allow two weeks for reprocessing each submittal. 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. E. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. Performance Specification Page 4 of 13 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* 1. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. c. Name and address of Engineer. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Engineer using a transmittal form. Submittals received from sources other than the Contractor will be returned without action. On the transmittal,record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. G. Except for submittals for record, information or similar purposes,where action and return is required or requested,the Engineer will review each submittal, mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. H. Action Stamp: The Engineer will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked,to indicate the action taken. L Do not use shop drawings without an appropriate final stamp indicating action taken in connection with construction. I. Do not order any materials or equipment prior to receiving final approved shop drawings. K. Provide shop drawings for service entrance equipment,panelboards,disconnect switches, light fixtures, receptacles, telephone equipment, finished wall plates, generator,ATS, fire alarm equipment, and full riser diagrams of the power and fire alarm systems. 1.4 AS-BUILT DRAWINGS A. Prepare as-built drawings to a scale of 1/4"=1'-0" or larger; detailing the actual installation of major elements, components, and systems of electrical equipment and materials. Where shop drawings are used,record a cross-reference at the corresponding Performance Specification Page 5 of 13 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* location on the as-built drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. B. Mark new information that is important to the owner,but was not shown on contract drawings or shop drawings. C. Note related change order numbers where applicable. D. Organize as-built drawings into manageable sets,bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. 1.5 GUARANTEES A. The Contractor shall guarantee all material and workmanship under these Specifications and the Contract for a period of one(1)year from the date of final acceptance by Owner. During this guarantee period, all defects developing through faulty equipment, materials or workmanship shall be corrected or replaced immediately by this Contractor without expense to the Owner. Such repairs or replacements shall be made to the Engineers satisfaction. B. Contractor shall provide name, address, and phone number of all contractors and subcontractors and associated equipment they provided. 1.6 PROJECT CLOSE-OUT A. Submit specific warranties,workmanship bonds, maintenance agreements, final certifications and similar documents. B. Deliver tools, spare parts, extra stock, and similar items. C. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel.Discontinue or change over and remove temporary facilities from the site, along with construction tools,mock-ups, and similar elements. D. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. E. Inspection Procedures: On receipt of a request for inspection,the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Engineer will repeat inspection when requested and assured that the Work has been substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. Performance Specification Page 6 of 13 CES Engineering LLC September 14,2004 Tremaine Residence *Issued For Construction* PART 2-ELECTRICAL SCOPE OF WORK 2.1 ELECTRICAL SERVICE'S AND DISTRIBUTION EQUIPMENT A. Provide an underground single phase,240/120 volt, 320 amp service to the basement consisting of the following: 1. (1)400 Amp meter box with exterior meter cabinet and meter socket approved by the local utility company. 2. (1) 120/240 volt, single phase, 400 amp with 400 amp MCB,42-circuit main distribution panel located in the basement. 3. Provide(1) 100-amp 2-pole circuit breaker to serve TVSS. 4. Provide(1) 200-amp 2-pole circuit breaker to serve EDP-1. 5. (1) 120/240 volt, single phase, 200 amp,with 200 MCB,40 circuit emergency distribution panel(EDP-1) located in the basement. a. Provide(1) 100 amp 2 pole circuit breaker to serve TVSS. b. Provide(1) 125 amp 2 pole circuit breaker to serve EDP-2 c. Provide(1) 125 amp 2 pole circuit breaker to serve EDP-3 6. (1) 120/240 volt, single phase, 125 amp with MLO, 30 circuit emergency distribution panel(EDP-2) located in the basement storage room. 7. (1) 120/240 volt, single phase, 125 amp with MLO, 30 circuit emergency distribution panel(EDP-3) located in the laundry room. 8. Provide(2)Transient voltage surge suppressors (TVSS)Model#TG 60- 120/240-2G for both the main and emergency distribution panel. Provide with 4#2 G from Panelboards to TVSS B. Bid Alternate -Provide a Class I lightning protection system for the entire building as specified herein. All materials shall be copper and shall bear UL label, and shall be installed in accordance with installation requirements of Underwriters'Laboratories Bulletin U.L. 96A and NFPA 780. The system shall include roof-mounted rods,ground rods and cables for the entire house. C. The Contractor shall be responsible for all costs connected with provision of power to the meter on the building not home by the Power Company. These costs may include but are not limited to, above ground to underground charges,private pole charges,access charges, and cable costs. Contact the Power Company for necessary coordination of service requirements and pay for all related charges for the service installation. Provide all necessary equipment, concrete transformer pads,grounding,conduits,wire,trenching, sand and backfill etc., for the power company service connections and activation of service for the project. All equipment shall meet the power company's requirements and shall be submitted to the Power Company prior to ordering or installation. Performance Specification Page 7 of 13 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued For Construction* D. The Contractor shall be responsible for all costs connected with provision of DSSTV, CATV and telephone service to the building not bome by the DSSTV, Cable and Telephone Companies. These costs may include but are not limited to, above ground to underground charges,private pole charges, access charges, and cable costs. Excavation and backfill will be by General Contractor. Contact the Telephone Company for necessary coordination of service requirements and pay for all related charges for the service installation. Provide a buried 2"PVC conduit, trenching, sand and backfill from the telephone company's exterior service to the main telephone backboard located with- in the main house. Provide a system of telephone wire-supporting structures,terminal boxes,junction boxes and other accessories for the telephone system. Provide a buried 2"PVC conduit,trenching, sand, and backfill from the cable television company's exterior service to the basement next to the television backboard.Provide a system of cable wire-supporting structures,terminal boxes,junction boxes and other accessories for the DSS television system. The following telephone lines shall be provided: 1. Two voice lines. 2. One fax line 3. One security line 4. One Internet access line/DSL 2.2 WIRING AND DEVICES A. The interior branch circuits shall be installed in non-metallic cable Romex cable in accordance with the NEC. Exterior exposed and buried circuits shall be installed in Schedule 40 PVC. Type AC cable shall be used when required by the NEC. B. Grounding shall be completed in accordance with NFPA 70. Ground exposed,non- current-carrying metallic parts of electrical equipment,metallic raceway systems, grounding conductor in metallic and nonmetallic raceways,grounding conductor of nonmetallic sheathed cables, and neutral conductor of wiring systems. Make ground connection at main service equipment, and extend grounding conductor to point of entrance of metallic water service. Make connection to water pipe by suitable ground clamp with meter jumper or lug connection to plugged tee. If flanged pipes are encountered, make connection with lug bolted to street side of flanged connection. Supplement metallic water service grounding system with additional made electrode in compliance with NFPA 70. Make additional ground connection to driven ground rods on exterior of building. Ground rods shall be of copper-clad steel conforming to UL 467 not less than 19.1 mm(3/4 inch) in diameter by 3.1 meter(10 feet)in length of the sectional type driven full length into the earth where ground fault protection is employed, ensure that connection of ground and neutral does not interfere with correct operation of fault protection. C. Conductor's no. 8 awg and larger diameter shall be stranded annealed copper. Conductors no. 10 awg and smaller diameter shall be solid annealed copper, except that conductors for remote control, alarm, and signal circuits, classes 1,2, and 3, shall be stranded unless specifically indicated otherwise. Conductor sizes and ampacities shown are based on copper,unless indicated otherwise. Unless specified or indicated otherwise Performance Specification Page 8 of 13 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued For Construction* or required by NFPA 70,power and lighting wires shall be 600-volt,type THWN/THHN annealed copper,remote-control and signal circuits shall be type TW,TRW, or TF annealed copper. Where lighting fixtures require 90 degrees c conductors,provide only conductors with 90-degree c insulation or better. Unless otherwise indicated,minimum size of conductors shall be#14 AWG. D. Make all splices in accessible locations. Make splices in conductors no. 10 AWG and smaller diameter with insulated,pressure-type connector. Make splices in conductors no. 8 AWG and larger diameter with solderless connector, and cover with insulation material equivalent to conductor insulation. E. Provide insulated, green equipment grounding conductor in feeder and branch circuits, installed in conduit or raceways, including lighting circuits. Grounding conductor shall be separate from electrical system neutral conductor. F. Included in the scope of this section is the provision of power and wiring to all appliances and residential equipment whether specifically stated or implied by the provision of electrical equipment elsewhere in the contract documents. The contractor must take care to review the electrical connected loads for the kitchen equipment, laundry and refrigeration equipment located throughout the home. G. Provide all necessary wire, conduit and equipment to supply power to the heating, ventilation and air conditioning equipment, and plumbing equipment and fire protection equipment. Control wiring and conduit shall be provided under division 15. H. For each telephone jack location provide a dedicated multi-cable homerun back to the central telephone service entrance location consisting of(two)category 5e,4 pair wires, a single-gang plaster-ring and a standard telephone jack. Label the other,unspliced cable as a spare. Provide telephone outlets per architectural plans. 1. For each data jack location provide a dedicated multi-cable homerun back to the central location consisting of two sets of category 5e,4 pair,with two coaxial cables (RG6 at 75 OHMS)wires(all wires within a common bundle) and a one gang plaster ring to each data outlet. Provide a dual data jack at each outlet location. Provide one outlet for each room of the house. See architectural plans for additional locations. J. For each television jack location provide a dedicated multi-cable homerun back to the central television service entrance location consisting of two coaxial cables(RG6 at 75 OHMs),two category 5e,4 pair telephone wire(all wires within a common bundle) and a single-gang plaster ring to each television outlet. Provide a standard duplex cable TV jack with telephone outlet at each location. Provide television outlets per architectural plans. K. Where telephone, data, and television outlets are located adjacent to each other, the bundle cables shall terminate in a single back box with a single gang plate utilizing multi- jack outlet faceplates. L. Provide jam mounted light switches for all closet light applications. Performance Specification Page 9 of 13 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued For Construction* M. Provide a separate light switch for all bathrooms exhaust fans, except for bathrooms without exterior operable windows. In bathrooms without exterior windows, control the exhaust fan from the light switch. N. Refer to landscape plan and Lutron system plan for exterior lighting requirements. All exterior lighting shall be controlled by the Lutron system. O. Single and duplex receptacles shall be rated 15 or 20 amperes, 125 volts,two-pole,three- wire,grounding type with polarized parallel slots. Body color shall be selected by architect/owner. Receptacles shall be side-wired with two screws per terminal. The third grounding pole shall be connected to the metal mounting yoke. Receptacles with ground fault circuit interrupters shall have the current rating as indicated, and shall be UL class a type unless otherwise shown. Ground fault circuit protection shall be provided as required by NFPA 70 and as indicated on the drawings. P. Switched receptacles shall be the same as other receptacles specified except that the ungrounded pole of each suitable receptacle shall be provided with a separate terminal. Only the top receptacle of a duplex receptacle shall be wired for switching application. In all rooms and spaces where switched receptacles are being used, a three-wire system (two hot legs, one neutral and one ground) shall be installed. The black and white wires will be used for the un-switched legs and the red and white wire will be used for the switched legs. This will allow the engineer to select any receptacle within the room to be switched. Q. Provide single pole and three-way light switches throughout the home for each individual room and space. Provide receptacle as required by code and as shown on the plans. The receptacles and light switches shall be Specification Grade type. The receptacle and switch covers shall be as specified by Architect/Owner. R. Install switches and receptacles in a common wall plate when located above a countertop. S. Weatherproof receptacles shown shall be mounted in a box with a gasketed, weatherproof,polycarbonate cover plate UL listed"suitable for wet locations while in use." T. Provide an Emergency Disconnect Switch located on the wall outside of the boiler room entrance or just inside the boiler room door. Provide an emergency switch at the top of the stairs leading down to the boiler room. The emergency switch shall be a 15-amp fuse-type safety switch. Switch shall be red and famished with a label indicating function of switch. U. Provide power and control to the site lighting as indicated on the Architectural and Civil Engineering plans. Performance Specification Page 10 of 13 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued For Construction* 2.3 LIGHT FIXTURE SCHEDULE A. Owner to provide light fixtures and fans. 2.4 LOW VOLTAGE SYSTEMS A. The owner shall provide and/or coordinate the telephone system. B. The home shall use a DSS TV system. Provide all power, signal,telephone and control wiring. Coordinate with the Architect for the final location of the dish. C. Provide a doorbell system with push button at front door and rear door. The door chime shall be located adjacent to the kitchen and have a distinct chime for the different doorbell push button locations. D. The owner shall provide and/or coordinate the lighting control system. Refer to the lighting control system plans for wiring requirements.Provide space for the lighting system as required. 2.5 INTRUSION DETECTION SYSTEMS AND FIRE ALARM A. Provide a central security/fire alarm system for the entire house as manufactured by DSC or Ademco. Provide zoning of the system so that the entire perimeter can be alarmed at night while occupying the house. Provide three levels of access codes, via the keypad, for the home owner, staff and outside vendor. Provide the following: 1. Door contacts on all exterior doors, and basement doors. 2. Infrared motion sensors,throughout the house. 3. Moisture sensors in the basement. 4. Window contacts for the grade-level windows. 5. Four key pads—one by the rear door, one by the front door, one in the master bedroom and one by the basement door within the storage area. 6. System type smoke detectors in all bedrooms, common corridors and the basement. 7. Heat detectors for the boiler room and the kitchen. 8. Flush wall sounders for the fire alarm 9. An exterior Siren 10. A hard-wired connection to the central monitoring agency and a cellar back-up to the central monitoring agency. B. The central system monitoring agency must be able to identify between perimeter alarms and panic button alarms. Performance Specification Page 11 of 13 CES Engineering LLC September 14, 2004 Tremame Residence *Issued For Construction* C. Samples: Owner to contact alarm system contractor to coordinate selection of devices. D. Provide a moisture detection system, in the basement mechanical room,next to the boilers. The system shall be capable of detecting water in the basement and sending a signal to the security panel. The panel shall send out a trouble alarm to the security- monitoring agency and to the owners property management firm. The system shall also send a signal to the main water supply valve,which shall shut when water is detected in the basement. E. Provide a flush mount Carbon Monoxide Detector on each floor level including the basement.The detector shall be capable of detecting carbon monoxide and processing the measured levels into TWA/TLV Time Weighted Average and Threshold Limit Value. The sensor activation levels shall be set at either 100 PPM for 30 minutes or 200 PPM for 10 minutes. If either of these levels is reached,the detector shall activate an audible alarm and the dry contact relay.The audible alarm shall provide sound levels of 85 db(A) and the dry contact shall provide a signal to the house U.L listed Security/Fire Alarm Control Panel. The detector unit shall have both Green and Red LEDs The Green LED shall indicate normal operation/no relay activated.The Red LED shall indicate the audible alarm and alarm relay is activated.The Unit shall have the capabilities of being calibrated in the field and have a test switch that performs operational testing of the detector system. The detector shall be a Macurco Carbon Monoxide Detector model#CM-15A or equivalent. 2.6 GENERATOR Bid Alternate: A. Provide a 25 kW25 kVA,propane,240/120 volt, (1)phase, (3)wire, 60 Hz,water cooled generator engine set. The generator set shall be capable of supporting the stand by rating with a 1.0 power factor.The generator set shall be capable of supplying 104 amps at the rated voltage. Maximum altitude is based on 1000 feet and intake air shall be based on 95° F. The generator set shall include a unit mounted radiator with a weather protective housing, a standard exhaust silencer, a relay controller package including indicating lamps,cyclic cranking,off/auto switch, remote start relay,hour meter, a block heater with thermostat,battery, weather resistive housing,battery charger and an engineer witnessed factory start up. Provide a one-year warrantee on the generator and ATS. Provide a unit mounted 150-amp main line circuit breaker for the emergency power. Provide a 4" concrete house keeping pad,fuel piping to tank and all related labor to install the generator set. The generator shall be a Generac Power Systems,Model SG025 B. Provide an audio/visual remote alarm Panel: Flush mounted panel with audible and visible indicators and alarms to indicate that the generator is running,in stand- by(utility available) or in trouble. Locate the panel as directed by the architect. C. Provide a wall mounted, automatic transfer switch,microprocessor controlled,240 volt,60 Hz,2-pole,3-wire,Nema 1 enclosure and 200 amp rated contacts. Within the ATS provide an adjustable time delay on transfer from normal to emergency Performance Specification Page 12 of 13 CES Engineering LLC September 14, 2004 Tremaine Residence *Issued For Construction* and from emergency back to normal,and a generator set plant exerciser. The ATS shall be manufactured by Generac Power Systems,Model GTS-200, Series W. D. Provide emergency power wiring from the emergency panelboard to the heating equipment, security/fire alarm panel, refrigeration equipment, gas fired cooking equipment,pumps, domestic water heater,water pumps,miscellaneous receptacles (as directed by the owner),all interior and exterior lighting,garbage disposal and range hood. E. Note: All interior lighting shall be wired to the emergency power panel; however,the system has not been sized for all fixtures to be on simultaneously. This section applies if the Generator Bid Alternate is not chosen: F. Provide provisions for the installation of an emergency generator, in the future. The contractor shall provide all necessary material and labor so the owner can purchase an ATS and Generator in the future, located on the wall and on a concrete pad,without further site excavation or concrete work, and with minimal down time of the electrical service. These provisions shall include: 1. Provide adequate space in the electrical room for a future ATS. 2. Provide a pull box between MDP and EDP-1 for a future cut and tap into a future ATS. Located the pull box directly over the area of the future ATS. 3. Provide power and control conduits from the future ATS to the future generator location. See the plan for conduit sizes. 4. Provide a concrete pad, adjacent to the chillers,as indicated on SKM-9, for a future generator. End of Section Performance Specification Page 13 of 13 T&P RELIEF NT AQUAS H QUASTAT RECIRC. PUMP r� VALVE, TYPICAL ZI WITc7 J N O y U Z H WR n � 1I � 0 CW INLET / M N BALL VALVE TYPICAL .r z U TEMPERING VALVE L Ld rn o AIR BLEED-OFF VALVE TYPICAL F ON a ON I � � >41 < 3A HW OUTLET a CW INLET � G / I Id V / HTS I // t Z YAelo' / C) / ~ Y 0 O Ckf HTR UI dr `iOJ W N lL Y O O c ve o 1 MMECE FIRED WATER HEATER DETAEL « _ � � m N.T.S. 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FROM OIL TANK + W U -MWM PDR OOI!RTRUCIiOdQ• J ui ~ MANUAL AIR VENT V1 Uz (TYPICAL) 0 BALANCE VALVE n N RETURN 0 7-- � � z I TEMPERATURE AND PRESSURE Gi w TEST CONNECTION (TYPICAL) Li 0 � a a. 0 a UNION (TYPICAL) a ~ 0 x�A SUPPLY BALL VA4 zF LVE (TYPICAL) WATER COIL STRAINER WITH VALVED BLOW DOWN AND BRASS PLUG CONTROL VALVE • (� REDUCER z I (TYPICAL) Q Z 6i DRAIN VALVE WITH 3/4'. N Q HOSE END CONNECTION AND o BRASS PLUG N3a CQ M M HOT WATER COIL PEMQ DET cd (/) v F o r � � j m ' �r� m cq I `u N.T.S. a vim + _ `< W U 143UPD FOR OOH MW--T M-- CES Engineering LLC A2004 Tremaine Residence QF NEw� *Issued for Permit* ��G , S'b/; 0 .. DIVISION 15—MECHANICAL PERFORMANCE SPECIFICATIONS PART 1 -MECHANICAL SCOPE OF WORK AND SPECIFICATION 2 1.1 GENERAL SCOPE OF WORK OP °3873 ©�ccSt A. The following Scope of Work shall be completed by the contractor;in its entire . 's scope of work will only describe the desired systems, some system sizes,and the final outcome for the owner. B. This document is to act as a guideline for the contractor,all planning and designing of the systems is the sole responsibility of the contractor. Designs for these systems must be submitted to the engineer, for their approval,prior to starting the work or ordering the equipment. C. The contractor is to visit the site,take all required notes and provide a complete bid. The contractor will be required to work with the owner and architect to detail all of the specific requirements,once the contract is awarded. If the system is described within the scope of work and the performance of the system is described within the specifications, schedules and details no change orders will be allowed. The contractor will be required to provide, a full submission of shop drawings, and coordination services in the field. 1.2 GENERAL SPECIFICATION REQUIREMENTS A. It is the intent of the Specifications to call for finished work, tested and ready for operation. Provide all materials, equipment and labor necessary to complete the work outline within this document. The contractor is to note that this document is schematic and not detailed and that final placement of all equipment,piping, ductwork,diffusers, grills, etc. will need to be reviewed in the field with the architect and engineer. If a conflict in positioning occurs, the contractor is to notify the engineer immediately to ascertain what the intent was by the design professional. Any apparatus, appliance, material or work,or any incidental accessories necessary to make the work complete and perfect in all respects and ready for operation as determined by good trade practice even if not particularly specified, shall be fiunished,delivered and installed without any additional expense to the Owner. B. Provide all necessary labor,materials and other miscellaneous equipment necessary to complete the work. C. The contractor shall be responsible for arranging for inspections by the authority having jurisdiction. The contractor shall be responsible for being available for inspections by the authority having jurisdiction. D. Supply to the owner an official certificate of insurance for their records. E. All work shall be completed in accordance with all applicable federal, state and local codes and standards. F. The mechanical contractor shall provide all control wiring. G. The following definitions apply to this contract: Performance Specification Page 1 of 21 CES Engineering LLC April 1, 2004 Tremaine Residence *Issued for Permit* 1. Furnish: the term "furnish" is used to mean "supply and deliver to the project site, ready for unloading,unpacking, assembly, installation,and similar operations." 2. Install: the term "install" is used to describe operations at project site including the actual "unloading,unpacking,assembly, erection,placing, anchoring, applying,working to dimension, finishing, curing,protecting,cleaning,and similar operations." 3. Provide: the term "provide" means "to furnish and install, complete and ready for the intended use." 4. Remove: the term"remove"means"to disconnect from its present position, remove from the premises and to dispose of in a legal manner." 5. Substitutions: requests for changes in products,materials, equipment, and methods of construction required by contract documents proposed by the contractor after award of the contract are considered requests for"substitutions." H. The Contractor shall give all necessary notices, obtain all permits; and pay all Government and State sales taxes and fees where applicable,and other costs, including utility connections or extensions in connection with the work, file all necessary drawings, prepare all documents and obtain all necessary approvals of all Governmental and State departments having jurisdiction,obtain all required certificates of inspection for his work, and deliver a copy to the Owner and Engineer before request for acceptance and final payment for the work. The contractor shall be responsible for arranging for inspections by the authority having jurisdiction. The contractor shall be responsible for being available for inspections by the authority having jurisdiction. I. Supply to the owner an official certificate of insurance for their records. J. Do not burn waste materials. Do not bury debris or excess materials on the owner's property. Do not discharge volatile,harmful or dangerous materials into drainage systems. Remove and dispose of all waste materials,packaging material, skids etc.From the site and dispose of in a lawful manner in accordance with municipal, state and federal regulations. K. Provide for temporary heat during the construction period, as required,to maintain the building temperature at 50 degrees F. Temporary heat may be provided by the permanent heating system. Provide all temporary equipment connections, filters and controls necessary. All filters shall be replaced with new filters upon completion of systems. Fuel costs for temporary heat shall be the owner's responsibility. L. Prior to ordering any materials and equipment,thoroughly review the site conditions to determine if adequate clearances and access is allowed to install the components. Order equipment broken down as necessary to allow for proper handling through the project area. Provide all necessary alterations to the structure of the building as necessary to rig the equipment in place. Carefully inspect all building elements prior to cutting or drilling into wall, floors or ceilings. Patch and paint surfaces disturbed by work under this contract as required to restore them to their original condition. Performance Specification Page 2 of 21 CES Engineering LLC April 1, 2004 Tremain Residence *Issued for Permit* M. The contractor shall be required to properly store materials and equipment so as to avoid theft or vandalism. If theft or vandalism occurs,the contractor shall repair or replace such items at the direction of the engineer. N. The contractor must coordinate all interruptions of services and limitations of access with the owner and engineer no less than 3 days prior to the interruption. O. Provide all access doors in walls and floors at all automatic valves, and other apparatus and equipment requiring periodic service and inspection. Coordinate type and location with architect for approval. P. Provide seismic restraints for all mechanical equipment and piping specified herein in accordance with BOCA building code and local codes. Q. Provide shut-off duty valves at each branch connection to supply mains, at supply connection to each piece of equipment, and elsewhere as indicated. R. Provide throttling duty valves at each branch connection to return mains, at return connections to each piece of equipment, elsewhere as indicated. S. Provide calibrated plug valves on the outlet of each heating element and elsewhere as required to facilitate system balancing. T. Provide drain valves at low points in mains,risers,branch lines, and elsewhere as required for system drainage. All piping must be installed to allow for system drain down and winterization on an annual basis. U. Provide check valves on each pump discharge and elsewhere as required to control flow direction. V. Provide pump discharge valves with stem in upward position; allow clearance above stem for check mechanism removal. W. Provide pressure-reducing valves on hot water generators, and elsewhere as required to regulate system pressure. X. Provide motor starters and disconnects for all mechanical equipment to electrician for installation and wiring as required. Y. Clean,prime and paint mechanical equipment and the exposed portion of the piping systems to match the finish of the adjacent surfaces or to meet the indicated or specified safety criteria or to meet the color scheme set by the architect. 1.3 SHOP DRAWINGS A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the contract documents. Do not reproduce contract documents or copy standard information as the basis of shop drawings. Standard information prepared without specific reference to the project is not considered shop drawings. Performance Specification Page 3 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns,templates and similar drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication,purchasing,testing,delivery, other submittals and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. D. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmitais. 1. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Engineer will promptly advise the Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary,process the same as the initial submittal. 3. Allow two weeks for reprocessing each submittal. 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit processing. E. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Include the following information on the label for processing and recording action taken. a. Project name. Performance Specification Page 4 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* b. Date. c. Name and address of Engineer. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references,as appropriate. F. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Engineer using a transmittal form. Submittals received from sources other than the Contractor will be returned without action. On the transmittal, record relevant information and requests for data. On the form, or separate sheet,record deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. G. Except for submittals for record, information or similar purposes,where action and return is required or requested,the Engineer will review each submittal,mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. H. Action Stamp: The Engineer will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked,to indicate the action taken. I. Do not use shop drawings without an appropriate final stamp indicating action taken in connection with construction. J. Do not order any materials or equipment prior to receiving final approved shop drawings. K. Provide shop drawings for the following: 1. Plumbing fixtures, equipment,piping and valves and accessories. 2. HVAC equipment,piping and valves and accessories. 3. Control system including schematic control diagrams and detail sequence of operations. 4. Scaled ductwork drawings and detail system layout drawings at '/<"=l'-0" minimum. 1.4 SUBSTITUTIONS Performance Specification Page 5 of 21 CES Engineering LLC April I, 2004 Tremaine Residence *Issued for Permit* A. Substitution request submittal: requests for substitution will be considered if received within 45 days after commencement of the work. Requests received more than 45 days after commencement of the work may be considered or rejected at the discretion of the engineer. B. Submit 3 copies of each request for substitution for consideration. 1.5 AS-BUILT DRAWINGS A. Prepare as-built drawings to a scale of 1/4"=1'-0" or larger; detailing the actual installation of major elements, components, and systems of mechanical equipment and materials. Where shop drawings are used, record a cross-reference at the corresponding location on the as-built drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. B. Mark new information that is important to the owner,but was not shown on contract drawings or shop drawings. C. Note related change order numbers where applicable. D. Organize as-built drawings into manageable sets,bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. E. General: Do not use record documents for construction purposes;protect from deterioration and loss in a secure,fire-resistive location;provide access to record documents for the Engineer's reference during normal working hours. 1.6 MECHANICAL IDENTIFICATION A. Mechanical identification work shall comply with ANSI al3.1.Names,abbreviations and other designations used in mechanical identification work, shall correspond with designations shown, specified or scheduled. B. Where identification is to be applied to surfaces that require insulation,painting or other covering or finish, install identification after completion of covering and painting. C. Underground piping identification: 1. Underground-type plastic line markers shall be permanent, bright-colored, continuous-printed plastic tape,intended for direct-burial service;not less than 6" wide x 4 mils thick. Provide multi-ply tape consisting of solid aluminum foil core between 2-layers of plastic tape. D. Valve identification: 1. Provide valve tags, with piping system abbreviation, in typewritten format, with 1/2"high valve numbers,permanently marked on tags, and with hole for fastener. Valve tags shall be constructed of plastic, laminated, rectangular in shape, sized no smaller then 2 ''/z"x 3 %z"in size. Each piping system shall have it's own color designation. Valve tag information shall include the valve number, function and if appropriate, set point. Performance Specification Page 6 of 21 CES Engineering LLC Tremaine Residence April 1, 2004 *Issued for Permit* 2. Provide valve tag on every valve, cock and control device in each piping system; exclude check valves,valves within factory-fabricated equipment units, plumbing fixture faucets, convenience and lawn-watering hose bibs, and shut-off valves at plumbing fixtures, HVAC terminal devices and similar rough-in connections of end-use fixtures and units. List each tagged valve in valve schedule for each piping system. For each page of valve schedule,provide glazed display frame, with screws for removable mounting on masonry walls. 3. Submit valve schedule for each piping system, typewritten and reproduced on 8- 1/2"x 11"bond paper. Tabulate valve number,piping system, system abbreviation(as shown on tag), location of valve(room or space), and variations for identification(if any). Mark valves which are intended for emergency shut- off and similar special uses,by special "flags", in margin of schedule. In addition to mounted copies, furnish extra copies for Maintenance Manuals. 4. Mount valve schedule frames and schedules in mechanical rooms where indicated or, if not otherwise indicated, where directed by Architect/Engineer. Where more than one major machine room is shown for project, install mounted valve schedule in each major machine room, and repeat only main valves which are to be operated in conjunction with operations of more than single machine room. 5. Provide red, 3"diameter,roadside type reflectors on each drain down valve. Secure to valve handle with metal straps and suspend sown for viewing. 1.7 GUARANTEES A. The Contractor shall guarantee all material and workmanship under these Specifications and the Contract for a period of one(1)year from the date of final acceptance by Owner. During this guarantee period,all defects developing through faulty equipment,materials or workmanship shall be corrected or replaced immediately by this Contractor without expense to the Owner. Such repairs or replacements shall be made to the Engineers satisfaction. B. Contractor shall provide name, address, and phone number of all contractors and subcontractors and associated equipment they provided. 1.8 PROJECT CLOSE-OUT A. Submit specific warranties, workmanship bonds,maintenance agreements, final certifications and similar documents. B. Deliver tools, spare parts, extra stock, and similar items. C. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools,mock-ups, and similar elements. D. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. Performance Specification Page 7 of 21 CES Engineering LLC Tremaine Residence April 1, 2004 *Issued for Permit* E. Inspection Procedures: On receipt of a request for inspection, the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. I• The Engineer will repeat inspection when requested and assured that the Work has been substantially completed. 2• Results of the completed inspection will form the basis of requirements for final acceptance. PART 2-MECHANICAL SYSTEMS-SCOPE OF WORK 2.1 FIRE PROTECTION SYSTEM A. Provide a complete 13D packaged fire suppression system by Home Fire Sales Inc.,tied to the city water service. Model to be Residential type UL listed for installation in NFPA 13D systems. The system shall include the tank,pumps and controls,water connections, fire protection piping, sprinklers heads rated for NFPA 13D applications and all other required appurtenances. 1. Tank shall be 450 gallons, 29"x 80"x 66"tall. To include Inspection/Drain test, 3/4"bypass water supply,Pressure switch,water pressure gauge,water pump, tank drain valve, check valve, control valve with lock and cable, controller, flow switch,overflow and tank access. 2. Pump shall be UL listed 2 hp-110V-lph. The pump shall NFPA 20 hydraulic performance,with built-in overload protection and auto reset. 3. Controller shall be residential mode UL listed with NEMA enclosure and ON/OFF operation switch with power light. All components shall be assembled, pre-wired and tested at the factory. B. The fire protection system shall provide coverage for the entire building. C. The piping system shall be installed to avoid freeze conditions. D. The system shall be installed in accordance with the requirements of NFPA 13D and all authorities having jurisdiction. E. Contractor shall coordinate fire protection installation with work of other trades. F. Submittals I• Sprinkler layout shop drawings, hydraulic calculations and seismic calculations shall be submitted in accordance with the requirements of NFPA 13D and all applicable state and local codes. Provide a minimum of 4 copies of sealed shop drawings for review. Performance Specification Page 8 of 21 CES Engineering LLC April 1,2004 Tremain Residence *Issued for Permit* 2. It is the contractor's sole responsibility to obtain approval of shop drawings from owner's insurance carrier,the fire prevention bureau, and all local authorities having jurisdiction. Any installation of the sprinkler system without approved plans shall be at the sole risk and expense of the contractor. G. Piping shall be ASTM F442, CPVC with ASTM F438 schedule 40, or ASTM F439 schedule 80 CPVC installed according to the manufacturer's requirements. H. Sprinklers: Provide sprinklers as manufactured by Viking fire protection equipment or approved equal. I. Provide the following types of sprinkler heads. Provide spare sprinkler cabinet and one spare sprinkler of each type indicated. Mount cabinet where directed in field by owner. 2. Storage and unfinished areas: standard upright type with guard. Sprinkler finish, to be selected by the architect. Fusible link: glass bulb type with a rated temperature of 165 deg F K-factor. 3. Sidewall type: standard horizontal sidewall type with matching clamp on escutcheon plate and guard. Sprinkler finish,to be selected by the architect. Escutcheon plate finish,to be selected by the architect. Fusible link: glass bulb type with a rated temperature of 165 deg F K-factor. 4. Finished areas: standard concealed type with matching clamp on escutcheon plate and guard. Sprinkler finish,to be selected by the architect. Escutcheon plate finish,to be selected by the architect. Fusible link: glass bulb type with a rated temperature of 140 deg F,4.1 K-factor. I. Provide splash blocks for all outside drains. J. Final connection to the sprinkler main shall not be made until the entire system is completed,pressure tested and ready for service. K. No stock of furnishings shall be allowed on the premises until the entire system is completed in accordance with the above note and approved by the authorities having jurisdiction. L. Testing 1. Owner and/or engineer and authorities having jurisdiction shall witness all system pressure tests. The contractor shall provide a minimum of 48 hours notice prior to making the tests. 2. The complete system shall be subject to a pressure test,and to such other tests as required by NFPA 13D and the authorities having jurisdiction. All defects of whatever type shall be repaired or replaced to the satisfaction of the owner and authorities having jurisdiction and at no additional cost to the owner. Testing shall be completed prior to permanent sealing of walls and partitions. Performance Specification Page 9 of 21 CES Engineering LLC April 1, 2004 Tremaine Residence *Issued for Permit* 3. Contractor shall provide a material test and certification form to all required authorities having jurisdiction and the owner's insurance carrier to certify that the sprinkler system was installed in accordance with codes,procedures, and specifications. 2.2 PLUMBING SYSTEM—GENERAL REQUIREMENTS A. Systems shall include but are not limited to; domestic hot and cold water piping, sanitary waste and vent piping, storm water piping, domestic hot water production system, domestic hot water recirculation system,water tempering devices fixtures and equipment as indicated on the architectural plans and required for a complete and operational system. B. Conform to applicable codes for installation of backflow prevention devices. C. The Owner or Architect specifies all plumbing fixtures. D. All plumbing systems shall be designed in accordance with the latest editions of the BOCA National Building Code,The International Plumbing Code and all local, state, and federal codes and requirements. E. Provide domestic water,waste and vent piping to all plumbing fixtures including but not limited to sinks, lavatories,toilets,washer, showers, humidifiers, and ice machines. All below slab waste piping and vent piping shall be PVC. Above slab waste piping shall be no-hub, service weight, cast iron. The domestic water supply piping shall be PEX tubing wherever possible and type L copper with copper or brass fittings where PEX cannot be used. Type K copper shall be used where required for underground or under slab piping. All piping shall be clearly marked as to system type and direction of flow. Provide stops at all fixtures. Provide 18" air chambers at fixtures, same size as piping. Fixture and Area Minimum Hot and Cold Water Pipe Size Whirlpool,Tubs and Hot '/."Hot and''/,"Cold water Feed Tubs from Main supplies in basement. Master Bathroom shower '/."Hot and Y4"Cold water Feed from Main supplies in basement. Bathroom grouping '/."Hot and 1/4"Cold water Feed from Main supplies in basement. Individual Plumbing Fixture '/2"Hot and 1/2"Cold water Feed Water Closet /z"Cold water Feed. Humidifier 3/8"Cold water Feed. Exterior Hose Bib N"Cold water Feed. Performance Specification Page 10 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* Boiler Water Mnke-up /"Cold water Feed. F. Provide insulation for all domestic hot and cold-water piping. All domestic hot water pipe insulation shall be 1"thick and cold water pipe insulation shall be '/2"thick foam Armaflex self-sealing pipe insulation with vapor barrier jacket. G. When installing the domestic cold water system,maintain a minimum separation of 6 inches from any domestic hot water,domestic hot water re-circulation, and heating hot water supply or return lines. Do not install the domestic cold water system within shared spaces of heat producing piping or equipment: including soffits, structures or within insulated cavities. H. Provide an Aqua-Pure,model AP717, ice machine water filter on the inlet to each humidifier and ice machine. Provide a shut off valve prior to the filter. I. Provide a sanitary waste system and connection to the city sewer system. All work shall confirm the authorities requirements. J. Provide a sewer ejector pump,basin and controls in the basement for the basement waste water system. The ejector pump and basin are to be located in the mechanical room. K. Provide a condensate pump for the wine cellar unit. Provide a floor drain for each basement air-handling unit as well as for the water filtration equipment.Provide a gravity condensate drain the air handler and the humidifier in the attic. The drain lines shall be made of PVC for the entire wastewater run. Run condensate discharge to the storm water system,not the waste water system. L. Install all piping system in such a manner to avoid pipe freezing. Provide not only piping insulation,but also building insulation between cold surfaces and piping. Piping shall never be installed in spaces where potential pipe freezing can occur. Contact the architect and engineer immediately is such a condition occurs. The pipes shall always reside on the warm side of the building insulation. 2.3 SUPPLY WATER REQUIREMENTS A. Provide a new city water service from the street to the house. Provide a 1 1/2"main from the street to the water meter in the basement. Provide all grounding of the equipment, water meter and remote recorder,per the water authorities requirements. B. Provide an Amtrol city water Pressuriser complete with diaphragm pressure tank,booster pump, low-pressure cutoff switch, and thermal sensor.Model shall be RP-25HP rated for 25GPM. C. Provide moisture detectors adjacent to the water service, hot water heaters and under the clothes washers. Also,provide an electric operated shut-off valve at the water main. Upon detection of moisture(water) in the basement,the moisture detector system will shut off the water service with the electric valve, and send a signal to the security panel. The panel shall send out a trouble alarm to the security-monitoring agency. Performance Specification Page 11 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* D. Provide a water softening system and a filtration system for the entire domestic water system, as manufactured by CUNO Water Filtration Systems, with the exception of the exterior hose bibs and irrigation system. Provide a separate water distribution system, without water softening, for the exterior water needs. 2.4 DOMESTIC HOT WATER SYSTEMS A. Provide two in-direct fired water heaters. The water heaters shall be Buderus Model ST- 300 with controls and circulator pump. Heaters shall have stainless steel inner tanks and steel outer tanks with 2"foam insulation with baked enamel steel jacket. Provide piping to boiler, isolation valves,T&P valve, controls and wiring. B. Provide a domestic hot water temperature maintenance system consisting of a domestic hot water recirculation pump and a hot water recirculation loop. Hot water recirculation piping shall be provided for each branch of the domestic hot water supply piping. Hot water recirculation piping shall be run to within 10'-0"of each fixture. Each branch of the recirculation loop and at the base of each riser shall be provided with a balancing valve and isolation valves. Balance the recirculation loops for a maximum temperature drop of 10 degrees F,with no fixtures flowing. 2.5 PLUMBING FIXTURES,ACCESSORIES AND TRIMS A. Provide anti-siphon freeze proof hose-bibs around the exterior of the building, spaced no farther then(80) feet apart. The final locations of all of the hose-bibs shall be approved by the architect and engineer prior to installation. Hose bib to be Woodford Model 25 with metal handle, automatic draining with anti-siphon vacuum breaker. Provide with ASSE Standard 1019-B approved, N"inlet and outlet one-piece valve plunger to control both flow and drain functions. Exterior finish to be chrome plated, Polished Brass or Rough Brass as selected by the architect and the owner. Coordinate hose-bib selection with wall thickness. All piping to the hose bib shall be Y4"minimum and when three or more hose bibs are connected to the same supply branch line, a 1"branch line shall be used. Hose bib piping shall be installed so that all piping is installed on the warm side of the building insulation. B. Provide an In-sink-erator garage disposal within the kitchen sink. The unit shall be the Classic— lhp stainless steel unit with automatic reversing. C. Provide a laundry/clothes washer, flush mounted,valve box for each cloths washer location. The unit shall be manufactured by PPP Inc,with water hammer arrestor, ''/z" NPT inlets, '/,"hose connections and 2"drain connections. D. Provide a 2"high drain pan under each clothes washer. Where a dryer and clothes washer are side by side,the drain pan shall also run under the dryer. The pan shall be constructed from galvanized steel with welded and water tight connections. Provide water detector tied to the water detection system. E. Provide floor drains and clean outs as required. Performance Specification Page 12 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* 2.6 FUEL SUPPLY SYSTEMS A. Provide a new buried 500-gallon LP storage tank with piping distribution system to gas log lighters,kitchen oven and range, outdoor BBQ,and two gas clothes dryers. Provide gas cocks and shut-off valve at each terminal. Propane gas piping shall be sized in accordance with the requirements of the International Mechanical Code and NFPA 54. Coordinate the location of the LP storage tank with the architect. B. Provide LP piping and gas cocks to the emergency generator. C. LP piping,which is buried, shall be Steel Pipe: ASTM A53 or A120, Schedule 40 black, paint coated or taped to prevent corrosion,as required by code. 1. Fittings: ASTM A234, forged steel welding type,with AWWA C105 polyethylene jacket or double layer,half-lapped 10 mil(0.25 mm)polyethylene tape. 2. Joints: ASME Sec 1,welded. D. LP piping,which is above grade, shall be Steel Pipe: ASTM A53 or A120, Schedule 40 black. E. Provide one indoor 33"Wx78"HX60"L,650 gallon, single wall oil storage tanks in the garage. The tank shall be manufactured by Highland tank,model LT650. Provide fuel filters and fusible link shut offs and piping. All piping shall be run overhead from the fill to the tank, and sleeved in a 4"PVC pipe below grade from the tank to the boilers. Surface mounted piping with concrete caps will not be allowed. 2.7 HOT WATER BOILERS AND ACCESSORIES A. Provide two Buderus,Model G215/3, 154,000 btu input, oil-fired, hot water boiler, piping,circulator pumps, digital control system,control valves and associated equipment. B. Provide a digital boiler control system, which includes an outside temperature reset system, a domestic water prioritization system,multi-stage boiler controller with lead/lag alternator and equal run time rotation,temperature readouts, and performance heating curve adjustments. C. Provide a circulator pump for each air handling unit's(AHU)hot water coil,domestic hot water heater and hot water radiation zone. Circulators shall be B&G pumps series NBF or PL and sized to match the specific flow and head requirements of each AHU's hot water coil,hot water heater or radiant floor system as well as the pressure drop of the piping system and the boilers. Hot water radiant floors shall utilize one circulating pump and an injection station for temperature regulation to the floor heating system. A separate radiant floor digital control system shall be utilized for the radiant floor applications. The radiant floor system shall use both floor sensors and space sensors for temperature control. D. Provide an automatic water make-up system with a pressure reducing valve and backflow preventor. Provide a low water cut off switch on the supply side header of the boiler. Provide an expansion tank with air separator. Performance Specification Page 13 of 21 CES Engineering LLC April 1,2004 Tremain Residence *Issued for Permit* E. Provide breeching from the boiler to the vertical flue.Breeching from the Buderus boilers shall be all-fuel metal system and shall extend from the boilers to the top of the chimney mass. Clay liners will not be allowed. F. Provide a combustion air louver and damper assembly with an in-line combustion air fan for each boiler. Each combustion air fan shall be Tjemlund In-Forcer,model PAI-3 and sized for 65CFM.Provide controls so that the fan is interlocked to operate when a boiler fires. Provide with ducting to mechanical room louver. Combustion air intake,without a combustion air fan,will be allowed,and is preferred,with proper sizing and configuration of the outside air intake system. G. Provide an Emergency Disconnect Switch located on the wall outside of the boiler room entrance, at the top of the stairs leading to the boiler room or just inside the boiler room door. Emergency switch shall be a 15-amp fuse-type safety switch. Switch shall be red and furnished with a label indicating function of switch. 2.8 CHILLED WATER SYSTEM,AM HANDLING UNITS AND ACCESSORIES A. Hydro-air Air-conditioning systems:Provide vertical and/or horizontally mounted Carrier variable speed fan coil units,model FK4C for heating ventilation and air conditioning. Provide units with duct-mounted chilled water coils and hot water coils. Provide a 3-way valve for the chilled water coil. The units shall be equipped with controls for zone dampers and modulating control of the supply fan from 30%-100% of flow. The units shall be floor mounted on noise isolation pads or suspended from double deflection spring isolators to reduce noise and vibration. The zone control system shall be complete with electronic programmable thermostats with humidity control and zone dampers for each zone. Provide with two sets of 30%pleated filters. Provide a local condensate pump and piping for the AHU's located in the basement. Provide controls to modulate fan speed of the AHD's in cooling mode to provide positive humidity control as sensed by the space thermostat. B. Provide 3 Multi-Aqua Model MAC-048-1 outdoor air-cooled packaged liquid chillers. The chillers shall include an integrated chiller pump,brazed plate heat exchanger, scroll compressor,thermostatic expansion valve,high and low pressure switches and a pump flow switch. The chilled water system shall be filled with a 30%propylene glycol and 70% water. C. Buried chilled water piping shall be 2"diameter,Ecoflex dual, integrated flexible,pre- insulated piping system with both supply and return piping within a single outer jacket. The carrier piping shall be HDPE,rated for 90 psi and 40-120 degree F. The insulation shall be closed shell PEX foam. The outer jacket shall be constructed of HDPE pipe. All piping must be installed with continuous runs,without buried joints. Provide Rhinoflex couplings at the chiller and at the penetration into the building. Install per the manufactures instructions. Air Zone Areas Served Nominal Nominal Nominal Handling Number Air Flow Cooling Heating Unit (CFM) Capacity Capacity (Tons) (MBH) Performance Specification Page 14 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* Air Zone Areas Served Nominal Nominal 7ean Handling Number Air Flow Cooling Unit (CFM) Capacity(Tons) AHU-1 Zone 1 Basement 1100 AHU-1 Totals 1100 2 27 AHU-2 Zone1 Office 300 AHU-2 Zone 2 Living Room,Entry,Hall 900 AHU-2 Zone 3 Family Room, Kitchen 700 AHU-2 Totals 1900 5 57 AHU-3 Zone I Bedroom 209 250 AHU-3 Zone 2 Bedroom 208 300 AHU-3 Zone 3 Bedroom 206 300 AHU-3 Zone 4 Hall 500 AHU-3 Zone 5 Master Bedroom 550 AHU-3 Totals 1900 5 53 Total all AHU's 4900 12 137 D. Provide a ducted Cellar Mate wine cellar conditioner for the wine cellar, model 24S0SO with 4,800 BTUH cooling capacity, 06kW electric heat and an steam humidifier. Provide with a digital thermostat, ductwork, filter and supply and return grilles. Grilles shall be approved by the architect. 2.9 AIR HANDLING UNIT ACCESSORIES A. Provide each AHU with a side-mounted 2","add-on filter cabinet"with two sets of 2" wide, 30%pleated filters. B. Provide each AHU with a duct mounted ultraviolet air purification system. The system shall be a Biozone InDuct unit sized for the square footage coverage area. Contact Biozone, 1-888-284-8044. C. Provide a condensate pump for each vertical AHU with PVC piping. Discharge piping must run to storm water system,not waste water system. The pump shall be a Little Giant Model VCM-15UL. D. Provide an evaporative humidifier for each AHU.Units shall be Carrier,model HUMCCSBP2212 for AHU-1, and model HUMCCLBP2217 AHU-2, & 3.Provide with water connections,condensate drain, electrical connections and a humidistat controller. Tie into the AHU control system. The condensate drain shall be installed in such a manner so that the drain slopes continuously away from the humidifier so as to assure a constant drainage system.Provide an Aqua-Pure,model AP717, ice machine water filter on the inlet to the humidifier. Performance Specification Page 15 of 21 CES Engineering LLC April 1, 2004 Tremaine Residence *Issued for Permit* E. Provide a Hi-E dry 100, 255 cfm, 120 vac, dehumidifier, for the basement area. Connect the dehumidifier into the return side of the ABU feeding this area. Provide condensate drain, air filter, ductwork and a humidistat controller within the space. 2.10 DUCTWORK, GRILLS AND ACCESSORIES A. Ductwork distribution system and accessories: For all above grade ductwork,provide galvanized steel supply and return air ductwork with vapor barrier, exterior blanket insulation for the furnace unit. The contractor shall size all ductwork. Ductwork mains shall be designed for a maximum velocity of 750 feet per minute and a maximum static pressure of 0.08 in. w.c. per 100 feet of duct. Branch ducts shall be sized for a maximum velocity of 500 feet per minute. The return air system shall be ducted with internal noise attenuation lining for the first 10 feet of the ductwork minimum from unit. At all of the terminal devices,paint all of the visible interior ductwork with flat black paint. B. Provide manual balancing dampers, for each main and branch duct for system balancing. Provide air balancing for the entire system and adjustments so as to maintain the minimum CFM requirements. Total supply air rates shall be calculated to meet the heating and cooling loads for the building. Dampers shall be placed no closer than 6 feet from an air terminal outlet for ducts equal to and smaller than 10"in diameter and 8 times the duct diameter for ductwork larger than 12"or larger. C. Flexible duct shall be limited to 10' length with a minimum number of bends. Flexible duct shall not be used as an elbow. D. Wall mounted supply and return registers shall be square or rectangular,constructed of extruded aluminum, with adjustable deflection,model type TB for supply and TC for return as manufactured by Tuttle&Bailey. Floor mounted supply and return registers shall be square or rectangular,cast iron as manufactured by Reggio Register. Supply and return registers mounted within wood panels or wood moldings shall be square or rectangular, cast iron as manufactured by Reggio Register. The final louver sizes and locations shall be approved by the architect and engineer prior to placement. NC ratings shall not exceed 22 at the diffuser. 2.11 EXHAUST FANS,VENTILATORS AND ACCESSORIES A. Provide inline bathroom exhaust fans,by Fantec, for each bathroom. Provide controls so that the fan comes on automatically if the light is turned on in the bathroom. B. Provide a dryer exhaust system, for each dryer location. Provide a flush mounted"The Dryerbox",Telephone# 888-443-7937. Provide wall caps, constructed of paintable aluminum, with removable rodent screens. The Architect shall approve final location of wall caps. C. With all of the exhaust and ventilation system,provide ductwork, louver and wall caps and any other items shown or required D. Provide a total energy recovery ventilator(ERV) for sensible and latent energy recovery. The energy recovery ventilator shall use an enthalpic core. Connect the ERV into the AHU per the manufactures instructions. The unit shall be rated for 10%to 15% of the total cfm of the AHU but not more than 290 cfm,and be manufactured by Carrier,Model Performance Specification Page 16 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* ERVC. Provide a removable panel,inlet air filter, ductwork, supply and exhaust louvers and vibration isolators for hanging. Provide one ERV for each AHU. Provide an ERV controller for each ERV,with dehumidification sensor. Locate controller as directed and approved by the engineer and Architect. 2.12 RADIANT FLOOR SYSTEM AND ACCESSORIES Bid Alternate#1: A. Provide a radiant floor system complete with radiant tubing,headers, circulator pumps, controls and accessories. Provide thermal concrete installation. Provide an outdoor temperature modulating control system, including a four-way modulating control valve, outdoor air temperature sensors, space temperature sensors and radiant floor heating water temperature sensors.Acceptable manufactures for the system are Stadler—Viega Hydronic Systems or Wirsbo Radiant System. B. Provide the following zones of radiant floor heating: 1. Basement areas as indicated on the plans. C. Provide a complete and final design of the floor heating system including CAD layouts showing tubing patterns,manifold locations,appropriate cross-sections and installation techniques. The radiant system manufacture shall provide a twenty-five year limited warranty on the tubing system. Submit the final design to the engineer for approval. D. The tubing shall be type PEXc (electronically cross-linked high-density polyethylene) tubing for areas requiring radiant heating. The manufacture shall determine the tubing diameter in accordance with the design requirements. Tubing shall be rated with a maximum operating temperature no less than 200 degree F at maximum operating pressure of 80 psi and a maximum operating temperature no less than 180 degree F at maximum operating pressure of 100 psi, in accordance with ASTM F876. Tubing shall be enclosed with an oxygen diffusion barrier capable of limiting oxygen diffusion through the tube no greater than 0.0036mg/I/24hr at 104 degree F. The oxygen diffusion barrier shall be protected from mechanical damage and moisture. The tubing shall be resistant to stress cracking in accordance with ASTM D 1693 and shall be resistant to water additives,antifreeze solutions and concrete additives. E. The injection station shall be pre-assembled(ready for wall mounting and suitable for direct boiler connection),pressure tested and supplied with 2-injection valves,2-purge valves,2-ball valves, supply sensor well,temperature gauge,pump and 11"mounting brackets. F. Mixing Valves shall be cast iron with sweat or flanged connections with a gasket chromium-pleated plug.Maximum permissible pressure shall be 125 psig with maximum operation temperature of 230 degree F. G. Manifold headers shall be brass. The supply header shall be fitted with a balancing valve. The return header shall be fitted with a shut off valve, which are suitable to receive power heads for thermostatic control. Performance Specification Page 17 of 21 CES Engineering LLC April 1, 2004 Tremaine Residence *Issued for Permit* H. Hot water supply and return mains shall be steel, non-ferrous copper or cross-linked polyethylene tubing when approved by the local authority having jurisdiction. Fittings shall be compatible to the piping material being used. I. The tubing shall be installed in one continuous piece with no splices being allowed in the piping between the supply and return headers. The tubing shall be secured to a welded wire fabric,rebar,nylon ties,plastic fastening system or other approved manufactured system. The tubing shall be protected at the slab penetrations and the joints. Bend supports shall be used for exiting radiant slab. Sleeving shall be used at all joints in the radiant slab. Do not expose the tubing to UV light for more than 7 days. J. The system shall be pressure tested with water to 80 psi, for a minimum of 24 hours, prior to and during the concrete pour and until the concrete has adequately cured. If the tubing is not being installed in a concrete pour,the tubing shall be maintained under pressure during the entire time of the installation of the finished flooring. A water test must be used unless there is the possibility of freeze-up in the period during the concrete or floor installation,only then will a compressed air test be allowed. Bid Alternate#2: K. Provide the following zones of radiant floor heating: 1. Bath#005 2. Master Bath#203 L. Provide a Heatwave electric floor warming mat system,as manufactured by Watts Radiant Inc. The Heatwave system shall be used as a floor warming system. The radiant floor warming shall be controlled by a local wall mounted controller and a floor temperature sensor interlocked with the radiant heating circuits. The controller shall shut down the appropriate circuits upon reaching the desired set point. The maximum temperature set point shall be 80 degrees F. 2.13 RADIATORS AND ACCESSORIES A. Provide Vulcan,model C-1180-08 hydronic unit heater in the garage, with a circulator pump,controls and accessories. The unit heater shall be provided with a programmable thermostat. Provide the following zones. 2.14 IIYDRONIC PIPING DESIGN REQUIREMENTS A. Hydronic piping shall be designed with a maximum velocity of 4 to 6 feet per second and a maximum friction loss of 4 feet of head per hundred feet of piping. Flow rates shall be calculated based on a maximum water temperature change of 20 degrees F. The hydronic piping system shall be composed of a heating loop that shall circulate water from the boiler plant to the air-handling units,terminal heating devices and radiant floor system. Provide an air elimination system consisting of an air separator and a diaphragm type expansion tank for the heating. Provide a pumping system on the main circulation loop. Provide an automatic water make-up system with a backflow preventor for the main circulation loop. All piping must be insulated,regardless of the system. Performance Specification Page 18 of 21 CES Engineering LLC April 1, 2004 Tremaine Residence *Issued for Permit* 2.15 DUCTWORK AND HYDRONIC PIPING INSULATION SYSTEM A. Insulation thickness shall be in accordance with latest edition of ASHRAE 90.2 except: hot water pipe insulation shall not be less than 1/2"thick, chilled water piping shall not be less then 1"thick: ductwork insulation shall not be less than 1 %"thick fiberglass with vapor barrier or '/<"Low-E double sided foil face duct wrap(with air gap for R-7 value). All insulation materials, adhesives, coatings, and other accessories shall have flame spread ratings of 25 or less,and smoke developed ratings of 50 or less as tested by ASTM E84 (NFPA 255) method. All insulation materials shall be installed in accordance with the manufacturer's recommendations and in accordance with the latest edition of SMACNA and ASHRAE standards. Duct risers, within the conditioned space walls, and terminating at air outlets, do not require exterior duct insulation. 2.16 GENERAL SPECIFICATION REQUIREMENTS A. All control wiring shall be provided by the mechanical contractor. B. Hydronic Systems and Accessories I. Pipe and tubing materials a. Drawn temper copper tubing: ASTM B 88,Type L. b. Annealed temper copper tubing: ASTM B 88,Type K. 2. Fittings a. Cast-iron threaded fittings: ANSI B16.4, class 125, standard pattern, for threaded joints. Threads shall conform to ANSI 131.20.1. b. Wrought-copper fittings: ANSI bl6.22, streamlined pattern. c. Cast bronze flanges: ANSI b 16.24, class 150; raised ground face,bolt holes spot faced. d. Dielectric unions: threaded or soldered end connections for the pipe materials in which installed; constructed to isolate dissimilar metals,prevent galvanic action, and prevent corrosion. e. Flexible connectors: stainless steel bellows with woven flexible bronze wire reinforcing protective jacket; minimum 150 psig working pressure, maximum 250 deg F operating temperature. Connectors shall have flanged or threaded end connections to match equipment connected; and shall be capable of- inch misalignment. 3. Joining materials a. Solder filler metals: ASTM B 32, 50-50,tin-lead, for condenser water, chilled water, and make-up water and drain piping. Performance Specification Page 19 of 21 CES Engineering LLC April 1,2004 Tremaine Residence *Issued for Permit* b. Solder filler metals: ASTM B 32, 95-5 tin-antimony, for heating hot water and low-pressure steam piping. 4. Special duty valves a. Circuit Setter: 125 psig water working pressure, 250 deg F maximum operating temperature, bronze body,plug valve with calibrated orifice. Provide with connections for portable differential pressure meter with integral check valves and seals. Valve shall have integral pointer and calibrated scale to register degree of valve opening. Valves 2 inch and smaller shall have threaded connections and 2-1/2 inch valves shall have flanged connections. b. Safety relief valves: 125 psig working pressure and 250 deg F maximum operating temperature; designed, manufactured,tested,and labeled in accordance with the requirements of section iv of the ASME boiler and pressure vessel code. Valve body shall be cast-iron,with all wetted internal working parts made of brass and rubber. Select valve to suit actual system pressure C. Combined pressure/temperature relief valves: diaphragm operated, cast iron or brass body valve,with low inlet pressure check valve, inlet strainer removable without system shut-down, and non-corrosive valve seat and stem. Select valve size,capacity, and operating pressure to suit system. Valve shall be factory-set at operating pressure and have the capability for field adjustment. Safety relief valve designed, manufactured,tested, and labeled in accordance with the requirements of section N of the ASME boiler and pressure vessel code. Valve body shall be cast-iron, with all wetted internal working parts made of brass and rubber; 125 psig working pressure and 250 deg f maximum operating temperature. Select valve to suit actual system pressure and BTU capacity. Provide with fast fill feature for filling hydronic system. d. Pressure reducing valves: diaphragm operated, cast-iron or brass body valve, with low inlet pressure check valve, inlet strainer removable without system shut-down, and non-corrosive valve seat and stem. Select valve size, capacity, and operating pressure to suit system. Valve shall be factory-set at operating pressure and have the capability for field adjustment. 5. Hydronic specialties a. Manual air vent: bronze body and nonferrous internal parts; 150 psig working pressure,225 deg f operating temperature; manually operated with screwdriver or thumbscrew; and having 1/8 inch discharge connection and v inch inlet connection. b. Automatic air vent: designed to vent automatically with float principle; bronze body and nonferrous internal parts; 150 psig working pressure, 240 deg F operating temperature; and having 1/8"discharge connection and 1/2" inlet connection. Performance Specification Page 20 of 21 CES Engineering LLC April 1, 2004 Tremain Residence *Issued for Permit* c. Diaphragm-type compression tanks: size and number as indicated; construct of welded carbon steel for 125 psig working pressure, 375 deg F maximum operating temperature. Separate air charge from system water to maintain design expansion capacity,by means of a flexible diaphragm securely sealed into tank. Provide taps for pressure gage and air charging fitting, and drain fitting. Support vertical tanks with steel legs or base; support horizontal tanks with steel saddles. Tank,with taps and supports, shall be constructed, tested, and labeled in accordance with ASME pressure vessel code, section VIII,division. d. Air separator: welded black steel; ASME constructed and labeled for minimum 125 psig water working pressure and 375 f operating temperature; perforated stainless steel air collector tube designed to direct released air into compression tank; tangential inlet and outlet connections; screwed connections up to and including 2"NPS; flanged connections for 1-1/2" NPS and above; threaded blow down connection; sized as indicated for full system flow capacity. e. Y-pattern strainers: 125 prig working pressure, cast iron body(ASTM A 126, class B), flanged ends for 2-1/2 inch and larger,threaded connections for 2 inch and smaller,bolted cover,perforated type 304 stainless steel basket,and bottom drain connection. End of Section Performance Specification Page 21 of 21 i N Coo "Y § W ,rt u } V'Sl�tot�l #r : 4 `�t Y r f I n v!"+x" %•y7 �._ �^51Yd f w 000NIT.GJCCGF .�r .tli� i max �'- DEPAIq "tW V` `' �11`ir a omcE o� i 11 4 ��' �4Y f F rtY r a .r 4th ➢ 'Y I xie�g ". " " x $ h ss d The attached plan;Whe�i&k, sigttea by�a; � �17e `'eitt, 4Ei � tritCt a water supply and/or t�llct d m system Edi?t11lhE It knt teluCc",.#eke iilbt of any conditions of approvAf,'t�hieh`may lie ir[di' el' th plaf► nciosed hereinYtritctfdti'ttittst etlttldrnt with applicable standards iriciuciing "Standardtfof APpro'val of P1aris AM Cdttatritctlon`faf ,5ewagt► Disposal«. Systems for Single ltamilyResidences"arid"StAttdards and Procedures for PrIvAleWater systems"Otnissibns,'; errors or lack of ( etaili° 6h the plan;does iti6t iplease the applicaht,frtlni the, potlsib11-tjt b4havittg the vYBel construction done in eonfortnanee with applicable standards,{p ` , S _ W'= f t The permit (plan) eicp1141hree (3)`years eftef the'app`rnt+k� date' ACiy Iitor cgtioft§ tvlii' itiay�affect the ' proposed sewage disposal of water`supply s)ia4 r* 99 submissiisiCof a retilsed plan oitd` dditional fees (it applicable) for leapprbbal prior"to-corkstruchon,_11No fnsret tions will be performed Ly the R P? r, nen Gs t3 !� -: Su t'. ^ r .-. s, Depart me3iton 1iVed 'cyiYlSlt i y �j �(y, lti� i R1I , -4,4Mp`k^#1� 4�pp� r� drli �i3F - �" y.` • P`*, S�r1i 5 Permits may be renewed, t'xlehd strati§ �t dor revised iii accordance with rite pro duws described in "Submission Requirements for Approval of Sewage Disposal and Water Supply Padlilies of Single Family Dwellings"(Form -041) , a w a4, iF t�i"'t^ It is the applicants tbflity tti ' tli�depatitrtetit'aE�S'�=2I119r to"adaa»de, td artAtige pections of the sewage disposal and/or"Cvater supply facilities prior to backfilling. ;.These include inspections of the sewage collection and disposal systems,water supply system components and piping,and final grading as shown on the approved plans. In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The bepArtment must be notified at least 24 hours in advance to schedule an inspection and gcavation inspections must be cokfirmed by calling 852-2100 prior to 9:30A.M,the morning of the inspection. y q gg j y ger r { y rgij+a�w, ls , � � rY. r , xa• ._n g �x- t ,v .' FINAL APPROVAI ISSUED BY TH>3°t 19PAIt' M1RNt IS NECESSARY p'12IOR "ISO THE OCCUPANCY OF NEW$UILDINCS,AbbIT1ot46tO ISXISTING BUILDINOSt OR FOR THE USE OF SEWA6tf, blip6SAL Olt WA Vit r : YSTEM5. rj y' t. _C Mr`s y k9Sq .Wg , t'6 P +Wl E ✓1 �M1 �. 4 ( ' +fq l�. A RAN yy�I{f49 �"-• is Y 5 ' - A-'�rsV.f "Ny�� p,�y�+'. fie* �� 6 gni :.. r J .. ski. qa; x'3➢ Wv.4 K� pM'3� >�f r t r WWM-058 (Itt +} /� 0 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release I Data filename:Tremain.rck PROJECT TITLE: Burton G Tremain III COUNTY:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached l or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO:0.24 DATE:09/17/04 DATE OF PLANS:September 14,2004 PROJECT DESCRIPTION: Tremain Residence Clay Point Road Fishers Island,New York DESIGNEWCONTRACTOR: C.E.S. 811 Middle Street Middletown,Cr 06457 860-632-1682 PROJECT NOTES: J.W. Huber Architect LLC 45 Bokum Road P.O.Box 441 Essex,Cr 06426 860-767-7334 COMPLIANCE: Passes Maximum UA=775 Your Home UA=613 20.9%Better Than Code(UA) Gross Glaring Area or Cavity Cont. or Door P.erimetet R-Value B=Value U-Facto7 VA Ceiling 1:Flat Ceiling or Scissor Truss 2779 32.4 0.0 92 Wall 1:Wood Frame, 16"o.c. 3536 20.0 0.0 159 Window l:Wood Frame:Double Pane with Low-E 833 0.357 297 Basement Wall 1:Solid Concrete or Masonry 1918 0.0 22.2 65 Wall height:8.7' Depth below grade:77 Insulation depth:87 Boiler 1:Other(Except Gas-Fred Steam),86.3 AFUE Air Conditioner L Electric Central Air, 10 SEER Air Conditioner 2: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and igned this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,su It pl ns r specific tions are in compliance with this Code. r _ Builder/Designer ! Date g( 0 1 -r-� REScheck Inspection Checklist New York State Energy Conservation Construction Code RFS checkSoftware Version 3.6 Release 1 DATE:09/17104 PROJECT TITLE:Burton G Tremain III Bldg. I Dept. I Use I I I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-32.4 cavity insulation I Comments: .'13,FA&- 6k IC144A& a: ? 3•.. N. < i ,.H = i� ,z.�t I Above-Grade Wails: [ ] 1 1. Wall 1: Wood Frame, 16"o.c.,R-20.0 cavity insulation I Comments: Ts t`� 9f (e ke a_` Il. �•v t^ = Fl <' 1 1 Basement Walls: [ ] 1 1. Basement Wall 1: Solid Concrete or Masonry,8.7ht/7.T hg/8.T insul, I R-22.2 continuous insulation • I Comments: 1n"Ms'rioe iA1JlattiOn 'sell!'•"lY sio�.lwy►E��t I Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I I Windows: [ ] 1 1. Window l:Wood Frame:Double Pane with Low-E,U-factor:0.357 1 For windows without labeled U-factors,describe features: I #Panesli Frame Type 06ed Thermal Break?[ ]Yes V(j No I Comments: I I Heating and Cooling Equipment: [ J I 1. Boiler 1:Other(Except Gas-Fired Steam),86.3 AFUE or higher I Make and Model Number [ J 1 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher I Make and Model Number [ [ 1 3. Air Conditioner 2:Electric Central Air, 10 SEER or higher I Make and Model Number I I Air Leakage: [ j I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ j I Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 1 3"clearance from insulation. I I Vapor Retarder: [ [ I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. ( ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I I Duct Insulation: ( ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. I Insulation is not required on return ducts in basements. I I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds, gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. 1 I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 1 of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the I levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-C'irculatine Runouts Circulating Mains and Runouts Tete tperature(F) 1 J1 to J" Iin to 1.25" 1.5"to 2.0" Over 2" 170-180 OS 1.0 1.5 2.0 140-160 05 05 1.0 1.5 100-130 03 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Tvynes Ram 2" Runouts I"and Les 1.25"to 2" 24" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 15 2.0 Cooling Systems Chilled Water,Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 15 1.5 NOTES TO FIELD (Building Department Use Only) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS 'Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent acts. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg #40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. D 1-4738-03015/00005 EC PERMIT NUMBER PAGE 2 OF 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered bythe Departmentto remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U.S.Coast Guard,New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies thatthe subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303,306 and 307 of the Clean Water Act of 1977(PL 95-217) provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Richard M Strouse last revised on 1/21/2002 . DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03015/00005 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 4111/04 APPLICANT: , � '�,,� - DATE SUBMITTED:/o / -7 /04 SCTM#DISTRICT: 1,000, SECTION: - , BLOCK: / , LOT: as SUBDIVISION: ADDRESS:('/,�,�� ; .� ,�.1 CITY: ,l�rr� .Zy/,�t,,rO ZONING DISTRICT: &20 CONFORMING? _ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y ORBP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO �-/BP -Z/C/0 Z- ,INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED M. NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/$ REQ. LOT SIZE: /Zv, "o ACT. LOT SIZE: Iva, DO REQ. LOT COV. &PO'1. ACT. LOT COV. REQ. FRONT 40 PROP. FRONT REQ SIDE 30&Z> ACT. SIDE � REQ. REAR $5- PROP.REAR / REQ.HEIGHT —PROP.HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: //-Lw CT/ENGINEER: A06-4Q WATER FRONT? DESCRIPTION: a*Si PANEL # FLOOD ZONE: BULKHEAD? D DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT or NO, (BED#): 6 DTE: /0 /41 / 2 PERMIT#: Ric-ol-w rz TOWN SEPTIC RECEIPT: Y or(DEPTIC CERTIFICATION: Y or(j!) 10A NEW YORK STATE DEC: PRE-DEC 9n r NO DTE:I-/A/ 01 PERMIT#: 3.v 15` SOUTHOLD TOWN TRU�iEES: C r NO DTE: -f 121 A4 PERMIT#: �PA TOWN ZONING BOARD APPROVAL:YES o N A DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o O NEW'�0,,. STATE CODE ?OMPL E (SEE PAGE 2): or NO L%N NOTES: h me FEE STRUCTURE: FOUNDATION: •Q P-0 SF FIRST FLOOR: 2/ SF SECOND FLOOR: SF _� OTHER: �A� `� 1NI�-OTHER JOTAL TOTAL: �u. . $ { SF FEE FEE Dem (Kaf. SF)- j 0 SF)=�_SF X SK _$ 5q +$ ACGY: 20 SF)-( S� SF)= 3 6 SF X$'30 =$M to+$ +$ =$ �SF)= 16 I SFX$# 3d =$2q%.. $_j�3_+$ Ai V FINAL TOT : $ NEW YORK STATE CODL COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MP Seismic Design Category:B Weathering:Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underla YES Flood Hazards: USE/OCCUPANCY CLASSIFICAT N: JZ-3 HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ME �RPP FULL FRAMING DESIGN ELEMENTS:C-PN HEADERS:Y/NWALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOIySTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION . Y/N LIVE:Y/N DEAD:Y/N SINO :Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SC DULE: M MISSLE TESTQUIREMENTS�/N EGRESS 5.7 S.Fj/N LIGHT 8% VENT 4% NAILING/CONSTRUCTION SCS EDULE:00q MEANS OF EGRESS:Y/N PLUMBING RISER DIA RM:,Y/N LOCATION OF FIRE P OTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATIO : Y ENERGY CALCS: /N TOTAL COMPLIENCE? (RETURN TO PAGE ONE) . T CME Engineering,Land Surveying BURTON G. TREMAINE III CM� &Architecture,PLLC 6rmvly CHANDLE1LYaLMEK&MG RESIDENCE IIOB,atlwry NmvxACTOdJW Pb¢89&MIJ33f J3 Giem tat Wao6bd,R44381 .+v.omm®ramN.m, J. W. HUBER BLOCK 28 - LOT 11 ARCHITECT CLAY POINT ROAD FISHERS ISLAND, NEW YORK LLCMELNANK.AL/ELFCIRICAL/PLUMMNG CONSULTANT: ElElI September 14, 2004 J. W. HUBER ARCHITECT, LLC 45 BOKUM ROAD Issued for Construction P.O. BOX 441 - + - ESSEX, CT 06426 (860) 767-7334 VOICE (860) 767-1631 FAX C(ESP _LC jw.huber 0 snet.net E-MAIL CTrest November 3, 2004 Revised Drawings Tel. 1860) 632-1682 F. 1860) 632-1768 Revised By RESCO 10/21/06 0 Abbreviations Symbols Building Code Drawings Summary /DetW Numbr I Applicable Building Code: Building Code of New York and Residential Code of New OR AB ANCHOR BOLT OR DOLTH LENGTH SIM SIMILAR I. ABV ABOVE DW DISH WASHER LTL UNTEL SKLT SKYLIGHT 91eet R.I.. York L1.0 Landscaping Plan ASC AIR CONDITIONING DWG DRAWING M METER SUNT SEALANT L1.1 Detail Landscaping Plan ACC ACCESS DNR DRAWER MAX MAXIMUM SP SOUTHERN PINE AN ADJUSTABLE EA EACH MBR MEMBER SPS SOLID PLASTIC Y Detail Ke use Group: Residential R - 3 (Detached one-family dwelling) from Section 310 A7.0 Basement Plan ANT ADJACENT EB EXPANSION BOLT MECH MECHANICAL So SURFACING [BCNY] A1.1 First Floor Plan AFF ABOVE FINISHED FLOOR OF EXHAUST FAN MED MEDIUM SS SQUARE A7.2 Second Floor Plan ALUM ALUMINUM EJT EXPANSION JOINT MET METAL STD STAINLESS STEEL A1.3 Roof Plan APPROX APPROXIMATE EL ELEVATION MFR MANUFACTURER STL STANDARD Building Construction Classification: TypeVB from Table 503 [BCNY] A1.4 Garage Plan, Elevation & AUTO AUTOMATIC ELEC ELECTRIC(AL) MIN MINIMUM STOR STEEL 1 DRAWING NAME Section BD BOARD ENCL ENCLOSURE MIR MIRROR STIR STORAGE Allowable Height for R-3/VB from Table 503 [BCNY]: 3 stories and 40 feet BLDG BUILDING EO EQUAL MISC MISCELLANEOUS SUS STRUCTURAL A7.1 1/4� >< V - 0" above rade lane A2.0 East Elevation BLK(G) BLOCKING) EXG EXISTING MLDD MOLDING SYM SUSPEND(ED) g F A2.1 West Elevation BMW BELOW EXP EXHAUST MM MILOMETER SYN SYMMETRIC A2.2 North Elevation BM BEAN EXP EXPOSED MO MASONRY OPENING SYS SYNTHETIC Drawing Title Allowable Area per floor for R-3/VB from Table 503 [BCNY]: unlimited BMF BENCHMARK EXT EXTERIOR MTD MOUNTED S4S SYSTEM A2.3 South Elevation BOP BOTTOM OF FOOTING FDTN FOUNDATION NIC NOT CONTRACT T SQUARE FOUR SIDES BOT BOTTOM FG FIXED GLASS NOM NOTB TREAD Structural Design DFlterl0 are described on Drawing 54 Section and Foundation BSG BEARING FIN FINISH NTS NOTT N TOSCALE TEMP TOWEL BAR Details BSMT BASEMENT Fl%T FIXTURE OA OVERALL T& TEMPORARY 1 BTWN BETWEEN FLG FLASHING OC ON CENTER G TONGUE & GROOVE BVL(D) BEVEL(ED) FLR FLOOR OD OUTSIDE DIAMETER THK THICK(NESS) Design Loads are addressed On the Structural Drawings. CAB CABINET FOG FACE OF CONCRETE OH OVERHEAD TMPD TEMPERED 1.1 2 0^oU°^Numbr CEM CEMENT FOF FACE OF FINISH OPNG OPENING TOC TOP OF CONCRETE CF CUBIC FOOT FOS FACE OF STUD OPP OPPOSITE TOFF TOP OF FINISH FLOOR Sheet Rs/rano, Emergency Escape and Rescue Openings in compliance with Section R310 [RCNY] are CHT CEILING HEIGHT FT FOOT PERF PERFORATED TOL TOLERANCE 3 noted On the architectural plans and exterior elevations. CIPC CAST-IN-PUCE-CONCRETE FTG FOOTING PLAM PLASTIC LAMINATE TOM TOP OF MASONRY CIR CIRCLE NRF FURRING PNL PANEL TOPL TOP OF PLATE Interior Elevations Ke CJT CONTROL JOINT GA GAUGE PNT(D) PAINT(ED) TOS TOP OF STEEL The plumbing riser diagram is Shown on Mechanical/Electrical drawing ME 2.1 CLG CEILING CALV GALVANIZED PR PAIR TOSF TOP OF SUB-FLOOR LLK(G) CAULKING) GC GENERAL CONTRACTOR PSF POUNDS PER SQUARE TPD TOILET PAPER Smoke, carbon monoxide, and heat detectors are shown On drawings A5.1, A5.2, and CUR CLEAR GL GLASS, GLAZING PSI FOOT TSL DISPENSER CLS CLOSURE GWH GYPSUM WALL BOARD PT POUNDS PER SQUARE TOW TDP OF SLAB A5.3 CMU CONCRETE MASONRY GTP GYPSUM P INCH TYP TOP OF WALL D"Numbr COL UNIT H HOOK PVC PRESERVATIVE TREATED UC TYPICAL The ResCheck compliance report is attached to this submission. COMB COLUMN HB HOSE BIB PRD PARTITION UGD UNDERCUT t. CONS COMBINATION HDR HEADER R POLYVINYL CHLORIDE UNF UNDERGROUND Skirt Rtlrrwe CONST CONCRETE MDWR HARDWARE RAD PLYWOOD VAR UNFINISHED Letters pertaining to certification Of glazed openings COmP lance With the largee CONT CONSTRUCTION HORZ HORIZONTAL RBF RISER VARNISH(ED) Section KeY missile test are attached to this Submission. CONTR CONTINUOUS HT HEIGHT REF RADIUS VERT VAPOR BARRIER CPR CONTRACTOR HTG HEATING READ RABBET VG VERTICAL CPT COPPER HVAC HEATING, VENTILATING. RETG REFER, REFERENCE WF VERTICAL GRAIN CS CARPET HWD AC REV REQUIRED VINVN VERIFY IN FIELD ID CT COUNTERSINK ID HARDWOOD RFG RETAINING W/ VVINYL ENEER LTR CERAMIC TLE INCL INSIDE DIAMETER RH REVISION we VENEER D GRUFFER INS INSULAE, INCLUDING RM ROOTING WB WITH Door Number DET DRAIN INT INSULATE. INSULTING RMV RIGHT HAND WD WOOD BASE DF DETAIL OUGL JST INTERIOR RO R00M WH WOOD DI DOUBLES UFIRN JT JOIST RT REMOVE WDW WALL HUNG KO JOINT SRWLEC ROUGH OPENING W/O WINDOW O DIAG DOUBLE HUNG LAM KNOCK OUT SECT RATING WR WTHOUT DAM DIAGONAL LAV LAMINATED SF RAINWATER LEADER WTW WATER RESISTANT DIV DIM DIAMETER LF LAVATORY SH SECTION WWF WALL TO WALL ON DIVISI)ONOU UI LINEAR FOOT SHIT SQUARE FOOT WWIA WELDED WIRE FABRIC Window Type Key DP DOWN LL LEFT HAND SHTH SHELF XPS WELDED 'WIRE MESH DAMPPROOFING LT LIVE LOAD SHEET EXTRUDED LIGHT SHEATHING POLYSTYRENE 1RI_.— w-o Elevation Marker I tr a'a Do x Q ® PR°pgSa°°HrvEwnr h ? I 1 Q - ------ - ---- z 1 to o It I � 11 � a�4st>Hs N 0 0 Dab Notas > 4 Z u I 1I Nw MINKS 4\ d F I 1 _____— _'P_`________--__ p N v� mL____________ OS Bokma Road ta,I g r I.W.HUBERto P.o.Box 44t N y LLLnIIIIII n E.,Cf pj H �, I x.x xe n 11 ARCHITECT I 1 06436 to w II II N I -- p LLC p (SW)767-73M FAX 96]-1831 � I ewoo e°evnnox ss.° � sm ua Burton G.Tremaine III 3 . , Residence Block 28-Lot I I CO '._• FsbslndPoint J MY Landscape Plan o Job No. 03-944 N . • �xwrvccv,RD Dm wi�a c .� 6¢kei IWH Sok 1+H1 E a� I Lz z W FCONSR J .O U ION Z NOTES 1,FOU'RoGEIONOIME M.TETAIISON ST ELICEIIRAL II IN.. UV E.M ALL AREAS E%CFR W STORAGE RO PVIDE 112TBEIAYEROFOYECREIE LEVELINOOVERCONCAETE STATION OLA"" 6 3 I.REFERTO SHEETNEI OfOR EQl11RL@!f 2 X 6 STUD LAYOUEINODL A¢OIANCAL RUY.1@ m15fOPAOE Fp EOTN WALL—, 5/9'GwB 6 I/a'ICVNENE 5/B' GAG INSVLATION R VALUE 22.5 2 X L FRAMING ENSUED INTERIOR SPACE 901 ICINESS MS 2 X 6 PT SILL PLACE CONI FORD \TYPICAL WALL FINISH @ FOUNDATION ALO i 1/2" 1' - O" PLAN DETAIL IKAS.G 4',6. •-!e VEL WM' 4 "'E /'-T A1.0 1 1/2" - 1 p' 2 X o STUD WALLS SHELF IN BATH 006 EAVCCL �1�VP VALVEBENCHES ASTER 005 TB B H ` RAIN ME I I Cliv R ELECTRICAL ABv RUE D I WATER CO Q ROOM s e 1/2'CEMENT 0 0014 I BOOSTER UTILITY R ' ,N002 TEA. S I MATES YOGA f8 , M HON£ STUD CELLAR I FILTER ROOM 003 B 61 ON FLAT I CERAMIC I r -� HALL 006 TILE I fi THE SL CERAMIC NTVRE BATH PRE-FAB SALIN TILE ELEVATOR TILE I IAS CC BE } RECESSED 1 2XB r LAURORY CB W,ALO GINLANDIA j tl SAUNA WALL VALVE @ Q ON r �R''�A sAVNA EPF c I� � 001 DRAIN � B A t' / 6 RISERSTORAGE 2 X 5 9 UP CERAMIC ® DN STUD WALL? TEAM RAIN SCALE 1 I/} 1' p' HO D nHE cT aERewc ooa c T ABv 71 B ALL J 9 SHELVES 2 y CP CPT REN90115 Det@ Netr jBEAM CENTERLINE A FLIP-uP 10/13/04 INL✓0{ Ii.VI>m n IW B ooa IVIf/N iU+R nLRvpa > y W-W MECHANICAL ROOM BENCHES SEE 2r y(qR pyypC OpTV 6" THE SLAG SVA20 yGN EL VW STORAGE SHELVES STORAGE A10 ICV®9lEl 007 N yb. �� Room 45 Doke"Road TL L J 009 ro CARPET �J.W.HUBER P.o.ltoA4al [V PLAYROOM LLLLLLJJJIII E»a,CT 0 B CARET B ARCHITECT' n W26 tp 0 2 X 6 STUO WALL 10/29/Da II see SHA (D > sHELVL1 e_o 1] LLC O F6 76]-ni1 o y FAx I6I-1831 M O A WALL MOUNTED RECEANEVALVES Burton G.Tremaine III TRACES @ZONE VALVES FOR HEATING eiD-en 1roL� Residence Block 28-Lot 11 m Clay Point Road G Fishers Island, NY gSCCA. 0 SHOWER U N CONCRETE FEN Basement Plan T =0 � Job No. 03-944 C2 x a SCVD pexn by IWWCCSORB Rle 9111gi (CD 6 1/4- ICVNERE I{yIl $aklH'�141' F 1 BASEMENT FLOOR PLAN 5/8-c n1.a „^. = r - O. c PLAN DETAIL Z A1.0 1 1/20- W ISSUED U FOR 11 a0 CONSTRUCTION Z c NOTES FOR MILLWORK- mo ILLWORKmp 1. Entire first Floor interior flooring shat GARAGE be rift-sawn white oak,T&G and end-matched,7"face width. aw 2. Slav treads and landings shell be rift-sewn white oak. 01 3. All interior moldings shall be paint a'* er-fr � grade poplar. t GENERAL DIMENSION NOTES: ataE 1. Dimensions are to face of framing or spa Centerline of Door and Window e 1UlON1K SiEEi AIA openings unless otherwise noted. 10 PF118 YAlOanR SNFET AIA CEO • ASEV,(Gam) Ca. they are to be centered in the wall. ••' B ON 3R O 6 A \\\ F]j smear `j `A ' COLUMNNOTES: - a"ar e0.A n1 A Isom omGw ! ( 1. Columns areto be WoMingtonCest Tuscan Cap Ar Base RE® ----_-_ ---- j FANIET.M. j 2. Sizes are as follows: 140GE m. °KiNCtli. �j Ban Dia Plinth Hgt Col A 14" 18 5/8" 10'-1" 106 - 5 _: RKEW. 0 ---_----. c iDw ----�_-_--F. Isom Cal 12" 151/8" 9'-71/2" 14 I , OL i NTT to 17 Cal C 12" 15 1/8" 8'-9 3/ 103 gICIIEN t to OLNI /� PANTRY tp/p Is t i to la t[p ' IR URE !L -1 ]D B EN0 LOSETOR 1W NET aosET OFFICE BAR21 11/01 � ® i Oa Awl I rte, w.yi. B W -1- y I e .... —..-...—...--..----•-- -------------------•- ---------------- -- % 106 _------_--__--------_ — ------_..-.--...-...—... — �Ny� me COL a C6 a e6 e m ROON two »1 a (>)3 a B j A Det Nolw TM 4.3 Feu Nn 4 RE�Ae a LrA m aL.snxF B ] F1104AfE FNFRACE a 5 �a EL : sr A _ _ _ _ 45 Bokum Rad 0) • 8 F t 1 a J.W.HUBER P.o.Box 441 N Q FAYLY Esso,Or B A4.3 105 a n ARCHITECT n 0602fi o 16/3°b4Ri GG m'o/tY I I I I I N &a'1t'4 (0 e 0 LLC O <aeo>]A]-]JJ4 ON FAX 76]-1831 p�j M I®A ® 10/M/b 0 B L1 "" Burton G.Tremaine III B B 0 0 0 0 Residence m t�wY® i A Watts � t xis L Block 28-Lot 11 FAWEA M. a 4F� A:j�:AUIE]a Clay Point Road Ttp, Fishers Island, NY 0 OR A CR A CR A OR A COLA First Floor Plan olob No. 03-944 to A b BY nYH Sok 1A'-1.O lx6K E A1.1 - "�0 A DECK DETAIL F U) 1� — ' Z 0 A v 1 FIRST FLOOR PLAN 1ssUED FOR 1 A A7.1 1/4" 1" — CONSTRUCRON 1 Z NOTES FOR MILLWORK: 1. HALL 200 SHALL HAVE n SAME FLOORING AS FIRST FLOOR 2. PROVIDE RIFT-SAWN WHITE OAK SADDLES AT DOORS 203.1,205.1,207.1, 208.1 AND 210.1. MASOeLE IEEE AIA MLitalE 31E1T AIA xAER 0 1E'Ea2111 a ab BEV Naa wL M•4e'L SRGM3t FkAOR i eF10I ECIIF.V 0 a 10e m! Y -� 1 p r B • • K • MASTER IaFw v 21H a ae X M® CLOSETCLOSETb 9Ell N LM ELIl 1M 200 l/a•CIIY B EIY••e"ABV MASTER Q BEDROOMV&W f: a :..n 9paF1t FLOORFUTURE BATHTy,ML _ B M M ROOM CLOSEIOR XX ��. �OE '!CT CLB BID 10 B HAIL Q B ( Of q SLOI.15.TW W ® MDWA j 2 R• AEV190H5•O D•t•�:LjH&k. 2 C > �BBgI ® 203 D B X N a nA a •yry " 205 1E.tD O �R W.HUBER 4P.5 ,BB. RIBBEDROOM . Exx, •Elbll aos BAM • • C>m n ARCHITECT n —16 ew C) Y 910001 SIGNER FLOOR I I f I NMOOR Q LLC O (860)767-0334 \O FAX 767-1631 to O BREss Burton G.Tremaine III BO BO Residence [BENS Block 28-Lot I I CQ Clay Point Road N Fishers Island, gear •a .a •� m' 0 0 N m Second Floor Plan 00 Job No. 03-944 2 1 SECOND FLOOR PLAN C A1.2 Ile a" wn�IWH/CCYRIB nm W14M E m RVN sak va•-ry m H z AZ W ISSUED J U FOR 1 •� Z CONSTRUCTTON 1 .AHED iATau MATCH[8lET AIA MATCIDNI 9E[T AIA r:_j r: - - - - - - — - - - - _ L_ L::J L:_J .J PANIm fAIG Z A1.3 r:ems L OVER PORCHF: t;T .r p P L__J L_ L__J OPDI3 Tm PANTED F rnNSYNTHETICR ROOF:C y? PORCH r. IwCH NOTE PLUMBING VENTS TRE BELOW. TYP. , AND ROOFING L _J OTHER VENTS THAT MY e-tl Ilr AEDIIWED ARE 10 BE V-11 1/Y INCORPORATED INTO --Y CHIMNEYS r 31 A1.3 13 coAeHoa[CAP, MER COATOI FAX COPPFIt IP COFFER W PAPS M� COPPFA FASCIA N REVISIONS CDel. NOtY COPPER-CM MOOD OYEY TFW WATNW d 8 8E RQT A,J fOl OYEY ce) iC' aETAu V TW 2 ,� r: l q P q P os Bokum Rosa GO . A1.3 . J.W.HUBER 'ul r.o.Boc aal r Essex,c 'Jb n ARCHITECT n o"'26 N LLC O (W)767-73M SY 2 . 3 FAx]6]-1831 , O ____________________________________________ 8 , s Burton G.Tremaine III �3 A1.3 Residence �_______ _______1� Block 28-Lot 11 m COPPER FASCIA HIGH ROOF,M Clay Point Road 'Spa Fishers Island, S NY L L::J �= Roof Plan N 2 rAlxlm FAgA LCR ROR M Job No. 03-944 Onrve by lWNTGV'IRB One Wl6gf cc E[eYM q'IWH Sa41/<'�1'ff 1 ROOF PLAN A1.3 1/4 � 1' — O' z A Z W —1 FCONR U 1 .3 ,1 1.1:m..�� ON 1.GARAGE ipINDAllON 0P6YS10NS I DEw,.s AREONsxesTss. - ODIDIRIOR I ]_MaeRnARAGEEIEVAno S C PVE R O M I ON sMETs Al.o.AZz.Ax.). I not*tw rn 1 r OC% 1 C_ aw4U I C O ao 1 I 0. I , i I I 1 _____________l Vy W I I no PM I now PM I I 1 1 I r_-T 0,0 OARAIE 0 I 1 X i � L__J I C C I O aw O ala. 0 A 1 I A , IK PFR R MOPE------------ 1 1 AAO 1 _____________l 1I I I A I I p�, � I .� I DIIIIiS Rlll FLOW OR(p I CM I NI L__J C 1 i 00. O aro. 1 _____�_ II II I I I I c•-9' II II II II II II NR1 9 All I I I I RAR O At.l YAIwIE BEET 1 WIUYE 9,EET AIJ II II II II II II GARAGE ROOF PLAN 0 d I I I I Re" ' Dob Notes c P a (;GARAGE FLOOR PLAN A1.4 1/4' 1• - 0' 0 9P 9P as mILII J.W.FI[1BER ILII P.O..Box Gall cr ,n R Eu,,CT V� n ARCHITECT n X26 co1NNia I I I I f O SYMMM OOPIR W es p LLC p (860)161-]770 0 — - - FAX 7611631 RD I ctPPF,I A (7 A x•012 '1 Burton G.Tremaine III 3O Residence v Block -Lot 11 PIRL Do0001 Wt Clay Point Road 1/S•MI110 Fishers Island, MD(Milt lM018 NY DoItRI D.DB RM. Garage Floor Plan, Elevation & Section N /OW FILV 17-W o we ry ASW AAO I Job No. 03-944 m R IM tats C PFwI atiDl tas - - .*6r iwniccs'nR o.n whoa .m ed6y7WN sar w,•r.m E {m L r -----------------------------------ti ---------------------------------- 3 NORTH-SOUTH BUILDING SECTION GARAGE WEST ELEVATION A Z Ai.4 1/4' - 1' - 0' A7.4 1/4' 1• - 0- W UED J U FOR � a Z F ISSSTRUCTION Rt A A\ SEA1Cala SfAMaaRI?/ill COPPER CLAD tLPPER GUD C1YLy— OYIEY— MllEl® M11F!® J alPF91 W aI1 12 S'AIIIEM, aAtE£OMgFD RD6 12 Catl+D,11R ARCIRIECf N 9f10E 0 12� taPPu rAsw p�1y pry 12 l�s PAaIiFD © 0110, © rmIL-11 lul Y �LMINb SNI11EI10 'R1°E r ro sRlaa caves,rn Roar N e 9aN NO a 6 A A A Del Ptr Q 1 Q A A A l4I[4/alRVRED R aoa E �i7 PIACCIFIR aMMi a 1a4}L M 171: IT 45 Rokum Road N 1 ' , ' , , i 1 , , 1 i b J.W.HUBER PPnO. 1 ARCHITECT II i o r________________ a____�_�_r____r___L, - N _________ , L____J L____J L____J L____4 �___ fllOEm Ca11C i 9 i O LLC O (860)]6]-]334 __-- i FAX]6]- � L________________________________._,____.___� � 1831 O aDlr vul;€],i Burton G.Tremaine III m � - - - - - - - - - � - � -'mom 3 r,• --------------------------------------------------------------------------------------------------------------------------- Residence VLJ---J-----J________________________________________________________________________________________________________________________________J - lOr�, Bloak28-Lotll C? Clay Point Road Fishm island, ry9 �i�I/4K ELEVATION Nr U East Elevation m N p Job No. 03-944 S m anwby IWWCCSIRB 0.¢9/I4N1 Ea by1WN Sde1l4'-I'P E m 1= z AZ W ISSUED J U FOR Z CONSTRUCTION Al 0 SfNA10$EW SfN2Mq CW m CDPPFII CIAD CaPPFR OSYEY- OIYEY_ B2Ta]FD Q aTID® COPPDS MP CM CDNAK MNIID F] 13 Cao D'MM MWIFCf 11 M Ra0110 12 2 �12 }i/4 CtlR l f MIH=Hrm 12 RaaF 1111115 PN ED [Ell OD © O OD OD 0 © ODOO �a-i/. b � 31�111�IC PNnlD lf/V CD1CfME0 fl/9N0 1106 2ND fN R FIEV 20.N' _ - - P M f _ - - SMITIEM 8182 �i PMIIFD i I : m `Y ♦ I ♦ - - I ♦ RE1�BOp1 Dab Notes 'C I ♦ I I ♦ 1 ♦ � ® I ® © ® I ♦♦ ® © ® I ® i is 0 a� m�>��i�lm1 a I ♦♦ II ♦♦ II ♦♦ II 43Bokam Roel tat R fN F12V ISY ♦ I ♦ I ♦ I J.W.HUBER P.o.Box Oat Eva,CT anoE Ftly 1 - - - - - -— - - �I ARCHITECT n X26 0 I 4 1 Q it 11 Qg 0 1 1 1 1 Q 1 1 1 1 I Q I I 1 1 1 N I Ll 11��11 11��11 11 1 1 1 1 1 11 1 D LLC O (W)767-73M O FA967-1831 O I 1 1 I I I 1 1 1 1 1 1 Burton G.Tremaine III 3 ,D]DEV PA 1 — — — — — Residence �— - - �-= ti T____________________________________________________________________________ Block 28-Lot 11 mrev D2v ox '---------------------- -------- -------------------------------------------------------J---J'-JJ "� Clay Point Road ELEVATION Frio� 1s1an4 A21 1/4' - 1' - 0' m West Elevation o lob No. 03-944 S m c onesq 1w WCC&1RB pae w1aa0 glwx s�.t va+ro m F- F- z AZ W F SUED J zi OR TRUCTION Z F 1 0 RNg16 YNI COPPER CIAO CIMEY- OMPFII� I I N111FI®BLRJi l 13 U 30oMIIC lfMJE SNR1E110 9LROL ROOF ROOT &1NRElC • •• Q R W COPPOt FA dIYT QB RCIAL ••I RLC M `J 901IqI OFA `Y HOOF 181155 5-J 12 9MOF CQJQNID 0 O O RA9Rq Gaff s IL a•tRaeoiRo rAalm F si MGRR1 PAMm ODORS J��10 _ LM R M REV MpA' B B B B G A A A A 0 t > flEUSfONS •C Dab IlutaP tl/[UOL IEVISm lY RQm B B _ _ _ _ 1M R M 6EV 1 11/RM melts�CI noon j�- Ll — 11 45 Bohm Rued p I r I r I M DAAa i5Y I J.W.HUBERP.o.Box 441 I I r I UU ET 111JJJ B 'CT O i Eb014D COIL ` I I FL________•_______________________________________________________ F----J F_LJ_J I II I `• I r I rl r I r r r •� l i ��i � i i n ARCHITECT n W26 i I I r IE3 LLC 13 FJ 76 - N \ I I I r r •+------------------ I I ]-1831 (•�\'J I _ i �_iJ , I� i L____J FAX]6 105 tlEVL __________________-_F____ 50FRFV) Burton G.Tremaine III 3 Residence (4NO1. �.RTH ELEVATION Block 28-Lot I 1�4. lb Clay Point Road N \Aq e/ _ '�� Fishers Island, NY O O to North Elevation m N p Job No. 03-944 2 d C /wwcevme tkle wlaw cc .'b E dby nYn Suk l/4' 1'-0 m ZA W ISSUED J U FOR Z CONSTRUCTION 2.2 Y COFTI110LAD aroPu CLAD i "1WIE- BAT1FAm 8001 aI SYN11ElIC t2 ' Q SL B �3� lN1111[M .9,xaE a•�� ' mff 91110E 018T IETAI AIIES N ATTIC IIAI9S � 0 0 0 A 0 � H1TET6 ItOOF ,1 {,ZnG R M f1EV NU{• 10 6 OCYID M9Mp g � ZL Y B�qE t0 > 1✓£N90l15 'C Doli Netar > L ` FFQ Ive,IM uVl>m n� B a ; FM M (`! O ® ® ® A A A 9 Ip a5 Bokum Road o 1. E W.HUBER II P.O.Boxaat O LLLLLLl11III LLLJII sau, cr o tn,w rt_rN Qe/tsS 0 Q n ARCHITECT n 06416 o Y' 0 p LLC p (8W)767-73M M OIAC[LILY 160 FAX]674631 92 EL'CYD 11 t].6 I • , • 1 1 ' a i i i1 a , , a , � ' , ' , O a , , , 1 ' ....rn ' , ___________________________________________ l� Burton G.Tremaine III Residence m �10D FyflLY..]6 , a , Block 28-Lot 11 - - Clay Point Road T____________________________ ------_------- ____ --------------- Fisb=Islmd,NY �z1S0UTH ELEVATION z ' - '' - South Elevation H o Job No. 03-944 c1Wf1/LCLJA6 E Wym scala+ru a zAZ W FCON..SR D J L)Z CTION xe-e 27_9 21-IA 2e-1]A h E i�yy N 1 V r r ze-1 m c oU0 1' \ % ' \ 2 '-5 _ N - I PORTION e n a a q ESIDENC ` 1 \ BLOCK 28 - LOT 10 zz_e x'-° .� RESIDENCE LJ 1 QI 1 1 I (VACANT LAND) xe-e 291 z>-'r O11`-"'`--/ BLOCK PORTION LOT 15 HARBOR ° +� 1 O m ° Y (SINGLE FAMILY RESIDENCE \ P°mmx R°-x N � U I- 8 I ON SITE SEPTIC/MUNICIPAL WATER) roRn°x x° 10 29-v v e IS o 29-e ��, Z c N-e J ze-Iz ICI o n O m m °x-° TOMB ze-e U - N ^ M MON, J 261.35' fT� p S 86'47'00" W °z-z m-IJ I••L� __N \\ EDGE of LAWN - UTILITY m ;I . HIGH IRON \ i 219.27 60 f I $ 1733.98 PIN r---------'' `J WATER (SET) \\ 1 / 5�92r w 7700.52 LOCATION MAP SCALE 1 "=400' 5 83'44'40" W �w w —w � I 90,00' 1 __ E_____________ S1T1E 9F NEWyO�;,V w+NpD H S,,C Cl 'z - I G Z Il_``\-`-,__ ---/��f YI/''•''' y��0•c ROOF AND DECK �1 � 1 1 ____/ Q E SSIF/l (SEE DET i ,'. 'a,ej F,....'L'4 "1 i /WIn FLAGPOLE ;, v MAP REFERENCES f a 1 .) PLAN MADE FOR BURTON G, TREMAINE, JR; BLOCK 28 LOT NO, 11AND PORTION LOTS NO'S 10 AND 15; AT FISHERS ISLAND, NEW If ;;•- v , ? '?v' i % YORK; SCALE: 1 INCH=50 FT.; CHANDLER & PALMER, ENG'RS m I, , ,',,� r-•.,y: , ; , i as_e__ - \ NORWICH, CONN.; OCTOBER 1962. __ Q E___ -N,g 11 6 29.9• J?x• NOTES W Q ! � u5 z f v° 1~eK�AGE(�' I,` M SEPTIC SYSTEM Z Oo, Y v/ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE W!n `� e' . +' `�:Y' - _ INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE Q O a °tet I PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR o, W I- Z DRRRADE (Jm. (e)) EXCEEDS THE SCOPE OF THE ENGAGEMENT. as o Z O N _ 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY d w / I', 7 ,'; 'I* PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �i Of ~ I z U 8 C x 6 eo t„ 6 , LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. rr N Q LEACHING POOL .. ) 1 � .�1 , A ( Y it '1 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND a U V) J z L' ; ' SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL of w Np/ s +'o-• ,� °"1P/ 3a+et // ARE THE PRODUCT OF THE LAND SURVEYOR. Q m N Q fx # Id h i # Il y7 �'I' '1r / 'Yi VI Uh vJLv3v u' IAa) 1ix iLrnl/T1f /� l I >" �It ,r, Q 4J COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" DEED LINE LwE , , ' ' ,' „ , � I L�, ' , .�� +� ) ,� K c e �---- � 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX m If I' 1 1L+ nd N Il a nr hrtr TJ111')� II/al '. MAP 1000, SECTION 007, BLOCK 1 , PORTION OF LOT 2 HIGH WATER 6.) TOTAL AREA = 142,100± S.F. fa ..} L $7,I�i, t' INllkx Ilii qt`a 1' rF n le li �'Int 7.) SITE IS LOCATED IN R-120 ZONE. y BURTON G, TREMAINE, III MON. r // T CORP 8,) APPLICANT: B 27s, :• ' / // BOX O V RO BEACH, 32964 m N sB•ps�' '] r7" AZO" s EwsnnO N' / 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE N z P ROOF // DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE- Z u o r MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. o N p MON. / 10.) BASE FOR LEVELS: NGVD 1929. a z BLOCK 28 - LOT 12 / - (vacaMr LAND) 11 .) PERCENT LOT COVERAGE = 3% w N O O S2069.59 W 7879.20 0 0 zN DRAINAGE CALCULATIONS 3" MULCH OR o i ADDITIONAL STONE a ROOF & DECK AREA 6300 SF _ TILE REQUIRED = 6300 SF X1 .0 X 2/12 = 1050 CF NON-WOVEN GEOTEXI —III-III-I I VIII-III=III I ~ 43 4 1050 CF / 50.27 CF/VF = 20,88 (21 ) VF USE SIX(6) - B-0 X 4' DEEP DRY WELLS. m Mo 1V" CPP (SLOPE AT 1%) x m N li 2 N RESIDENCE 1" STONE O F o z z Y MIN. 6" SOIL GOWRW Y ROOF DRIP LINE OVER DRr U_ 4" PERF, PVC OR HDPE IN a m o o v BLOCKS AND CATCH FILTER FABRIC SOCK ROOF WATER COLLECTION BASIN ORATE TO GRADE SYSTEM (SEE DETAIL) FILLER FABRIC (NEENAH R-2525-F) OR EQUAL DATE: 06/30/2005 ROOF WATER COLLECTION DETAIL SCALE: 1 ° = 30' p ® ® 9 p NOT N SCALL 4" PVC D ® ® ® m QUALITY CONTROL CERTIFICATION SLOPE AT Iz m o ® ® m + GROUP REVIEWED DATE socN NOT Rm e ® ® m E OR LEGEND STONED 1• STON PROJECT MANAGER SCREENED GRAVEL suRUEr r"" %-W.> 1' Io, 1N/F NOW OR FORMERLY SHEET ENVIRONMENTAL 1s 0 30 CIVIL , z > STORMWATER DRYWELL DETAIL — �— BUILDING SETBACK LINE OF ENJIROE GRAPHIC SCALE IN FEET STRUCTURAL NOT TO SCALE ARCHITEMRAL FILE 3 • xz-le oxe-x zT-s 10'_6.. j KNOCKOUT INLET AND 1 T_e F = [RR7z _ QUREf OPENINGS , Cl aT-e U � Dq RIBS INSIDE Vj 2e-e 41' , c`d ERE, 0 LOCKING CASTING - 27-7 29-1 SL.,+ 0 TO GRADE PROPOSED GRADE 2e-9 /"� z W C+ Or 24" /y'� 2e-1e ^I �y + + 6, ■, , x9-n LEVELING GEODES FILTER EACH BALE FILTER '^e-I 'xp_10 /� Ld OR p UU ILL 1 ENOCAP TYPE HAS (2J-2"rY%3' STAKE6 FABRIC pf r^Y, a � p cyUp x o 0 0 0 0 4" DIA. KNOCKOUTS 4' MAX POST a w' 4� z9-z U O CASs 1a T o v o 0 0 o v MIN 4 Z�TM ReIRl1a Ar pq CONCRETE COVERS o 0 0 0 o "L� COMPACTED 3e c O O p IF PLAd ° o o 2" MIN i'INBERI O N - BOR s 17NU SLOPE SILT FENCE BACKED a niP U oho a0 COVER LOCKING CASTING 4 SELF CLEANING roRrary zc-e IF DROP ET TO GRADE .! z BAFFLE REQUIRED BY HNOOT TO SCALE BARRIER (� ze 6 'll/l Y G FT1 IS USED FINISHED GRADE V, q IF INLET PITCH EXCEEDS E CHIMNEY .. 1/2" PER FOOT EE 4 x 4 126/12 6 A. WI E MESH _ ro ��I�� a G6 <- 20^ 6 x 6 6/6 G WIRE MESH SITE p ° ° Ir xe ° E � 6^ . _ PorinoO-e 1 DISTRIBUTION BOX INLEE 6^ vEN1�. s vem OUTLE- EXPECTED HIGH GROUNDWATER NOT TD SCALE ] • °"F' N uoulD LEVEJTJ L 'y cLEACHING POOOHINLuouGiI Jx-] ]I-1JT LINED • �I■I 0 I'rrc E is CROSS SECTIOWY wsRAFFE DE cre < NOT TO SCALE o" / \4" F-3' • 33-4 Jt-I I CROSS SECTION - t50O CsIiON PORTION �._° I \ BLOCK 28 - LOT 10 y�P / �,� LOCATION MAP SCALE 1 "= 1000' ¢� 2 COMPARTMENT 1 SEPTIC TANK \ (VACANT LAND) ou ,�/ I// \ \ NOT TO SCALE PORTION / BLOCK 28 — LOT 15 \ c2 SINGLE FAMILY RESIDENCE SUFFOLK COUNFY DEPARTMENT OF FIHALTA SERW CES I ON SITE SEPTIC%MUNICIPAL WATER \ ` / / \ l \ \ // pEa=Fait APPi;OVAL OF CONMUCT10N kYDRA APPROXIMATE LIMITS OF FRESHWATER \\ / WETLANDS AS FLAGGED BY IAN COLE w / // P�)POSE D LIMIT I \ \ \ o1NGLs FAMSLV WIDENcr ONLY PROVIDE SILT CME/CPK STAFF, TO BE VERIFIED BY OF CLEARING \ \ � _O 1301 I — / \ CLEAR BRUSH AND OATF. -C7�- Y.0 REF.NO.BENCHMARK BY BACKED NYSDEc / / I Ih \ mac—•-- PROPOSED LIMBS STEEL ROD FN HAYFULLES _ / // // / I I \ \ v8� REGRADE TO PROVIDE OF CLEARING ELEV, = 13.73 w N 87.'47 E / / ADEQUATE SIGHT LINE APPROVED NGVD 1929 Lv1 OMS 261.35 / ` FOR NIA::=MJM OF B w w 6, / I I II PROPOSED E:tPIRES'FYREE.VEAIL3 FROM DATN OF APPROVAL I N -130 E w — / / , ///� — UNDERGROUND _309.27 1 I I UfILDIES TEST IDLE DATA f° ° • ° °' ° I I BY: R, STROUSE P,E,/L.S. w / i U s l 30' 108' I TEST HOLE 1 10 30 01 Abandonment ot'existing sanitary system (� _ l �ROSED pit / / to bes sed by Health Department. Z SAY x 16,5 U 1 0"- 6" TOPSOIL _ LjjQ I104' x 1 6"- 32" SANDY SUBSOIL I. ro 14'II x �� 1 �� I 32"- 60" SAND° • i I °� 60"-110" SANDY TILL (MED COMP) L W 0 13.0 - • •/ ,µP �� / / ( ( I NO WATER,. NO LEDGE Z o /106' TEST / / \ / / " "� ! )I 1 TEST 110LE 2 01/16/02 0 m o w O J f ^ r, -I EXON k 1 / i/ i HOLE / / / / /po . /h� try/I\ 1 0"-10" TOPSOIL Z 11 w z O / I 10"-36" SANDY SUBSOIL o RESIDEWC i #, v' :,�j 'u� "/ vs /12 / / / 1� // I Of (TO B; /HOSE tz,Tv 1zs // 4 ,�/,_Lyd�a, \•o i \ // / 1 \ // //v y / 36"-I ,,. ,i, d w REMOVED #1 / I I TERRACE "�! J / PROPOSED LIMITS / / / J riC1 l ~ a N g Ll.l / `�� / / NO WATER, NO LEDGE In ED y Ln m F r a"1 i EL.-16.0 ;,rn, „L µl 1 s / / / / OF CLEARING / / / // / D_ o -1w u1 OW �I 1 / ' / I I // i ' ` -- — \ / 1 / / / / n // / / SEPTI(: SYSTEM DEN m Dma o SIGLL _POOL / .t _ / / F'ILDURE EXPANSION / / / / / I P 6 BECROOM HOUSE WITH GROUND WATER > 13' rLd _ 145 �' / / /J•' PROVIDE 1500 GALLON SEPTIC TANK Ld 120 x / / / /�, / / / / / //�8 PROVIDE 3 - 8'6 x 6' DEEP LEACHING POOLS m a .. / . 'o �o MAP REFERENCES O a °• � n aux \ \ \ 14.5 �/ / / / 1 .) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT NO, a 85' 14 f-1 x / x F I 117' �� /^ / w w w // 17 AND PORTION LOTS NO'S 10 AND 15; AT FISHERS ISLAND, NEW oZ I / \ — 1 •° / / I l I I / / w w w / / / YORK; SCALE: 1 INCH=50 FT.; CHANDLER & PALMER, ENG'RS / w w w NORWICH, CONN.; OCTOBER 1962. PR6VIaE\\SILT FENCE \ ° / 13.0 I / LEACCHfNG P0. � � X60' / w o m / BACKED BY`H\YEW.ES 1 a ° ° (SEE�DE/TAI 81' \8. l / ° °° • NOTE 1 D S 1 62 SPTI o All-PROXIMATE LIMITS 1.) TI-IS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE z FLo D ZONE AE a INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �6— EL 11.0 PER FIRM 120' / Ed I w w w\ B 3I61030003BG I j / w w \w / �� PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR o - DEED I / w w w w w w w I PgNFL 136 OF 1026 //,Zy�/�/ EXCEEDS THE SCOPE OF THE ENGAGEMENT. m UNEwww 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY HIGH I (� I w w o w w w w w w w w w w \ / /� w w // // / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED WATER e \ w w w w w w w w w w I / w A100 // / LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. w w 257.52' h W N'8:64840• W w w w / 30 / / // // 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND o / / ✓ // / / w w w w y�% // VTHOERPRODUCSIGNATURE T RETHE TAN HELANDEMBOSSED OR INK SEAL R. 'APPROXIMATE LIMITS OF WETLANDS �/ / �\ I / / / w w w w �� / / LN/FO ARE NOW OR FORMERLY 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND z AS FLAGGED BY IAN COLE p T2Q4 GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" CME/CPK STAFF, TO BE VERIFIED BY / I // \ 68. 1-48, B'/ / / / / w w w // / SF SQUARE FEET Q E. II ' NrsDEc / / \ / W w w w x /40' // / 5.) SIZE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX E. 10 EXISTING CONTOUR MAP 1000, SECTION 007, BLOCK 1 , PORTION OF LOT 2 Q w 1 10 PROPOSED CONTOUR a 1 / \ \\ /y 6.) TOTAL AREA = 142,100± S.F.. $ m APPROXIMATE UMFFs,Ok FIR WAT€R w w w w // —� BUILDING SETBACK LINE F u1 / WETLANDS As FLAGGED Byy IAN/6oLE w d / / 7.) SITE IS LOCATED IN R-120 ZONE. m N BLOCK 28 - LOT 12 CME/CPK STAFF, TO BE VERIFIED BY w / / / x 13.0 PROPOSED SPOT GRADE (VACANT LAND) NrsOec / / / www w //% // 8.) APPLICANT: BURTON G. TREMAINE, III O I- 0 0 0 12.0 PROPOSED INVERT ELEVATION 290 PRATT STREET w y x MERIDAN, CT. 06450 3 LH o w / / S 2069.59 J w w / W 7879.20 9.) SIFE IS TO BE SERVICED BY MUNICIPAL WATER AND SITE a m o o v v DATE: 01/21/02 w / / SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE- RE- / MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. w / / SCALE: 1 "=30' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 10,) EASE FOR LEVELS: NGVD 1929. QUALITY CONTROL CERTIFICATIONI it / / / AND CONSTRUCTION OF SUBSURFACE SEWAGE 11, PERCENT LOT COVERAGE = 77 PROJECT MANAGER CROUP REVIEWED AT I I / ) / / DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE -u -.- AND WILL ABIDE BY THE CONDITIONS SET FORTH SHEET SURVEY I THEREIN AND ON THE PERMIT TO CONSTRUCT. 1 OF 1 ENVIRONMENTAL CML �. 30 15 0 30 STRUCTURAL v / APPLICANT GRAPHIC SCALE IN FEET ARCHITECTURAL Ax_A 27-1A ze-tu E I O i � I x � � •� � dr n-te N N C O 1 \ r 1 0 OI E O 1\I\\ PORTION \\ xT s I"� °e a o XISTING 1 m-7 B, E O RESIDENCE 11 I BLOCK CA — LOT 10 27-6 27-5 + j (VACANT LAND) M 11 27-7 WEST a gH� zs-to m U O BLOCKPORTIO LOT 15 {-{,orRBOR (SINGLE FAMILY RESIDENCE \ � 29-2 I ON SITE SEPTIC/MUNICIPAL WATER) _ 1D� x°-• fN� �Uy ti C7 ao xo-t FI -IPA 0 of � �I t z o O \ r t 1IIN .err IM. Mxe 9-.Jill- \ \ ^ 2 S a'•`,• \ zn tx m ED ox_s PDareioli ve-e MON. + 1 is�11�u 261.35' O ,.. I S 8647'00" W 5:-z st-t° m-tx UTILITY m 1 EDGE of LAWN '1 BO r HIGH � IRON � � i 219.27• a ° S 1733.96 WATER PIN -- '��" * u SET) \7 _ W 7700.52 xr S 8544'40" w 309.27 _ _ LOCATION MAP SCALE 1 =400' 90.00' �w _____w _ _w__€__________" I '�jj of NEW,O yy NnPD H.S)qo v�r TTIII :N - I r--- z II oN -I ' __-___ ROOF AND DECK I I -- ' 9' SMEA (SEE DETAIL) I N 1 'rte_ i 1 1 1 W i I o Of - I ' / FLAGPOLE �A r h MAP REFERENCE0 1p iS - I 1 .) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT NO. rz I w A 11 AND PORTION LOTS NO'S 10 AND 15; AT FISHERS ISLAND, NEW I 95.8' YORK; SCALE: 1 INCH=50 FT.; CHANDLER & PALMER, ENG'RS NORWICH, CONN.; OCTOBER 1962. tt.e' �' x• / S a -----------y -___; SEPTIC SYSTEM �e o, �� w y Q 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z O a 1 0 ■ P __"y_ -- -- v, `111 INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE Q Y DRY WEDS FOR ii. ��--_ 18. / z"v,i: a ROOF s DECK 1 T' +i+1r' PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR m H ZO P DRAINAGE (rm. (e)) \ (-� \ i, s'�' EXCEEDS THE SCOPE OF THE ENGAGEMENT. o 36.8• "1' 9fe.xYo " < W J Z 85' S6 ` 5 } 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY w I o Q m �f 's• / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �J Z y is B' 0 x 6' so• *''"�;' Tla.e ='� ? ;YX LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. ¢ g V In FwN' hvie ,', N LEACHING POOL {` fil �.iA, ;, In In CK O 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 0. v N o _ I z t5: )fig "Iv"L� Z w k,,(+ „ ,yy} ,,�t,q,. / SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL L k-4yt i4'i�d iS('*F,' y,'yyr ARE THE PRODUCT OF THE LAND SURVEYOR, m = < 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2” DEED A a B p, e yl r�+� ` D LINE4^v S) �iC T 'F' "n i ° r t �eE f :�' dei , � �{ rpl. 5,) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX m MAP 1000, SECTION 007, BLOCK 1, PORTION OF LOT 2 HIGH IBJ1. WATER N t a 5tI'P t( r P r ' �, NV.V ,�' � �` eY v,+ �P�''+ ya wl l,�� ,y � t+ �+ m�' 'W / 6.) TOTAL AREA = 142,100 S,F., ��I'L P� I��n� e� � � 9 va �� OPjCtypT a L A a 4A 7.) SITE IS LOCATED IN R-120 ZONE. gg- I ' e I . iEt17, MON. �� tl+'q,1i^ / 8.) APPLICANT: BURTON G TREMAINE, III .�7y T CORP e, BOX 3220 m VER D N VERO BEACH, FL. 32964 0. MIRING � �1"=" 9,) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE V) zo Pp°F "'` `� / DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE- F z • . 4f MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, z a o m K N N 10.) BASE FOR LEVELS: NGVD 1929. o BLOCK 28 - LOT 12 _ z (VACANT LAND) '• ,- / 11 .) PERCENT LOT COVERAGE = 3% o 0 > & ?' - S o °z " N DRAINAGE CALCULATIONS 3" MULCH OR o ROOF & DECK AREA 6300 SF ADDITIONAL STONE I o REQUIRED = 6300 SF X1 .0 X 2/12 = 1050 CF NON-WOVEN GEOTEXTILE III-III—III-1—III LSI I I I Mrijj 4 m 1050 OF / 50.27 CF/VF = 20,88 (21) VF a o USE SIX(6) - 8'0 X 4' DEEP DRY WELLS. 19" CPP (SLOPE AT 17) o o o = x o D] N li pK N O REslosxc° 1" STONE W 7, w z z z Y MIN. 6" SOL COVER Y 3 U O ROOF DRIP LINEOVER DRnNELL 4" PERF, PVC OR HDPE IN a m o o v SLOOPS AND CATCH FILTER FABRIC SOCK ROOF WATER COLLECTION BASIN GRATE TO GRADE SYSTEM (SEE DETAIL) FILLER FABRIC (NEENAH R-2525-F) OR EWAL DATE: 06/30/2005 ROOF WATER COLLECTION DETAIL S m e ® o o AOT m SCALE SCALE: I " = 30' 4" PVC D 9 ® m m IAd QUALITY CONTROL CERTIFICATION SLOPE AT 1% GROUP REVIEWED DATE SOCK NOTED 0 ! ® ® O t'" S STOONNE OR PROJECT MANAGER •2 •- SCREENED GRAVEL + e' +' N/F NOW OR FORMERLY 16 D SHEET sON'Ev //�� $.W.� GRAPHIC SCALE IN FEET ENwr:DNMENrnL _ +D — I — BUILDING SETBACK LINE OF CIVIL a m > STORMWATER DRYWELI DETAIL STRUCTURAL NOT To SCALE ARCHRECIDRAI FILE 3 ' o0 u\ xe_T 27-5 p 27-5 KNOCKOUT INUET CUTLET OPENINGSAND , O t',1i 11 Ie-e •� 'V No ' RIRS INSIpE u� O LOCKING CASTING O 29-e ]3 3 xe 1 w 'r TO GRADE PROPOSED GRADE M R°-1e ^Cq�➢ 24" ■I n-11 r Iu "u ,N + + 6 ENDCAP TYPE (2)-2"x2"X3' STAKES "'AJ • td CO U LEVELING DEVICES FILTER EACH BALE FlLTER /)1' 30-10 t FABRIC FABRIC o v v v POST 6" •H1 n-3 O z o o 0 0 0 0 0 4" DIA. KNOCKOUTS .5 4' MAX. MIN. 4' o • x ze-e ❑ �0e" ze�+a � � °D � ❑N CONCRETE COVERS-/ .I O v v v o INLET/�41 '+ COMPACTED " - - M ly 'a 2" MIN. ABOVE BACKFILL FF PLAd o 0 0 0 o OUTLE IN ERT O ANGLE 17 UP SLOPE i 11P , _ r" U 3� �- FOR STABILITY AND SILT FENCE BACKED I laas.�� 4 .1`/C QA W_^ SELF CLEANING I� , M FOHnON xo-e q COVER LOCKING CASTING 4"� �"- 6 0" DIA I BY 14NOT TO S BARRIER Ia-e i= TO GRADE TO GRADE I"�� NOT TO SCALE BAFFLE REQUIRED IF DROP 'T' '? IF INLET PTLH EXCEEDS ,' a12 '.L, o m IS DSED FINISHED GRADE 1/2" PER FOOT "�-I SITE 4H xM 4E 12.6/12.6 A. WI E MESH _ "1 • p °� C .r to p0" 6 x 6 6/6 G WIRE MESH �/` J3 0 Fonori xa-e I �u ,2„°" 6" TYPICAL DISTRIBUTION Box `y '-z-• a' 0 EXPECTED HIGH GROUNDWATER NOT i0 SCALE \ \\ M1. h� T<' INLET J" VEMOUREJJ11 \ • I�■I 00 0= LIQUID LEVEL COMINUOUS HOT ' El'P'M ]1-1] r4 CROSS _ \ \ OI-3 I cT< Oo W LEACHING POOL \ \ ,1 ,x HxALT SEAL °" CROSS SECTION � uxzx wrtx 1" SCNEOULE N4 1/°"PVC j \ \ INLET BAFFLE err rxs 'y NOT TO SCALE 1 CROSS SECTION o /'/ \\ � / 1500 GALLON \ BLOCK 28 T- LOT 10 ��PPORION �� //�,/ �\ LOCATION MAP SCALE 1 "=1000' ¢� 2 COMPARTMENT \ (VACANT LAND) SEPTICNOT TO s ANK / PORTION BLOCK 28 - LOT 15 yo �J /� \ \ FAPPR COUNTY DEPARTMENT OF HEALTH SERVICES SINGLE FAMILY RESIDENCE V A 1 / ON SITE SEPTIC/MUNICIPAL WATER \ W / / \ _w / / /j' � \\I \ \ R APPROVAL OF CONSTHVCTSON FORA I APPROXIMATE LIMITS OF FRESHWATER W / / P�OPOSED UM I \ \ \ SINGLE FAIVRLV RFaD1ENCE ONLY WETLANDS AS FLAGGED BY IAN COLE / -O Iia. �'✓• 'a, , PROVIDE SILT W / / / / OF CLEARING \ \ I CME/CPK STAFF, TO BE VERIFIED DY \ -f7a2 HS REF.NO. BENCHMARK FENCE BACKED NYSDEC / CLEAR BRUSH AND PROPOSED UMRS BY HAYBALES / // / \ 8� REGRADE TO PROVIDEOF CLEARING STEEL ROD - / ADEQUATE SIGHT UNEELEV. 13.73 W N 6 '47' E ` ' \NGVD 7929 R MAX,MLTM OF�Ec 3ZL�OMS261.35PROPOSED CHREB'YEARS FROM DATP,OF APPROVAL " W 1 °° / J \ i UNDERGROUND 'a � UTILITIES TEST 40LE DATA / N g og.'447, BY: R. STROUSE RE./LS. 309,27 f°•° • ' °/ / ` J LLJ / , TEST HOLE 1 10130101st U 30' 1 OB' @ J ; ROPos u I I - to be witnessed by Health Department z . : I I / 13.32 ° • i oµ1�E� \ DRIVE1yAYx 16.5 D 0"- 6" TOPSOIL I ° 1 / / I 6"- 32" SANDY SUBSOIL 104' X T / I I I 32"- 60" SAND I 14.0 x �� / �14 60"-110" SANDY TILL (MED COMP) LLii E Y I I °ORS / \ - ( I I NO WATER,. NO LEDGE x II y\ z II= / /' , I TEST 'HOLE 2 01/16/02 � 0 �} I to II 106' TEST \ / / „( / / I/ �I I z w WIL f IXISf�N // J-- HOLE / / `1 \ /1e . �'� I\ I 0"-10" TOPSOIL g o .I 1tl RESIDENC iE51 / - 1� /' A6 2 �( / / / \ \ / / `F / // 36 -36': SANDY SUBSOIL p_ � - REMCrO OVED) 1 ci HOLE 12/T' 12.6 / v / I / / / !� / C R N N LLI 1 N1 I I TERRACE / �� - ('ROPOSED LIMITS / / / / / / I NO WATER, NO LEDGE ui ui (' Y - m r' I EL.-16.0 8 / / OF CLEARING / / / �/ / CL 0 N III .1 I ` / / D3 O I a/ / / / / 1 \ _ Z / J / // / / / �hY /l / SEPTI(: SYSTEM DESIGN O / FUTURE EXPANSION ` / 6 BEEROOM HOUSE WITH GROUND WATER > 13' LLl . i \ 1 ' -�� (n 1J' / / / /� / "�+,� -,� / / / PROVIDE 1500 GALLON SEPTIC TANK 45 120 x PROVIDE 3 - 8'0 x 6' DEEP LEACHING POOLS m 0 � o/ Om '/! I` \ ✓ \� \ / I I I / ✓ �� f - // / / MAP REFERENCES 14,5 % / / /�/ / // // / 1 .) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT N0. d II 85' / I 177 /.°/ W W W W // / YORK;11 DSCALE:I 1 INCH 50 FT.;OAND 15; AT CHANDLER & PALMERS NG'RS NEW g / " \ 4/0 z / I I I I I 9� / 6 / / / �/ / W W / NORWICH, CONN.; OCTOBER 1962. / / I x . INS z; \ PROVIDE\\SILT FENCE 1 \ \ � " � � 13.0 / / I (LFi1�/HTNGAIPO �� R m_ / / \� BACKED BY`HAYBPLES I 7 NOTE / •" • 1 D / // W v m / 1 / / N ED o 8- 162' ROXMATE LIMITS T / / W W �/ Y/ / 1 .) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE z LL APPFLO�D ZONE AE I / y W W W INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE o N EL 11.0 PER FIRM / 120' / / "' �'" / '�� PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR _ m 6103c003BG I / Q'/ / EXCEEDS THE SCOPE OF THE ENGAGEMENT. m DEED I / I PANEL 13B OF 1026 W W �W y W '1 W W LINE I W W W W W u. W W r• " W W W 2.) IT' ISA VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSGN, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED w W W W W / HIGH I (� " j LL W .x W v, y W W W W I I / / / / / W W � / /// LAND SURVEYOR, 0 ALTER AN ITEM IN ANY WAY. WATER 44 R T 'v x' 257.52' W W "` '" '• W W h / I 6�6.48'40" W 30� / / // / W ,v ", WSM� / / 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND No ' I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. i LEGEND 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND / ;APPROXIMATE LIMITS OF WETLANDS / / N/F NOW OR FORMERLY �/ I, / / / GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" AS FLAGGED BY IAN COLE N 8,25. / / / ACME/CPK STAFF, TO BE VERIFIED BY / ��Q52�I/ / / / / W W W / SF SQUARE FEET III I 'NYSDEC 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX _ 10 - EXISTING CONTOUR MAP 1000, SECTION 007, BLOCK 1 , PORTION OF LOT 2 ¢ w I 10 I PROPOSED CONTOUR 0 0 ro 1 \ �J / /j' 6.) ICTAL AREA = 142,100t S.F.. m M m APPROXIMATE LIMITS�OF FRE HWAT€R "' W x' W / / �- BUILDING SETBACK LINE o o / WETLANDS AS FLAGGED BY IA%OLE W / / 7.) SITE IS LOCATED IN R-120 ZONE. ED a I m a BLOCK 28 - LOT 12 CME/CPK STAFF, TO BE 4ERMI D Byy / / x 13.0 PROPOSED SPOT GRADE 0 w NYSDEC / / 8.) APPLICANT: BURTON G. TREMAINE, III I- o o (VACANT LAND) \ T' z z s 12.0 PROPOSED INVERT ELEVATION 290 PRATT STREET "' Y o 3zv 0 MERIDAN, CT. 06450 0 o J i o H 2069,59 a RR o 0 1 v 1 o r W + / W 7879.20 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE DATE: 01/21/02 SEWACE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE- MENTE OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. SCALE: 1 "=30' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 10.) BASE FOR LEVELS; NGVD 1929. AND CONSTRUCTION OF SUBSURFACE SEWAGE QUALITY CONTROL CERTIFICATION _ r �/ // 11.) PERCENT LOT COVERAGE = 7% GROUP REVIEWED AT I 1 T, , / DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE PROJECT MANAGER / AND WILL ABIDE BY THE CONDITIONS SET FORTH SHEET su6vEr THEREIN AND ON THE PERMIT TO CONSTRUCT. ENVIRONMENTAL 1 OF 1 oeL 30 5 0 30 CIVIL �, ti APPLICANT STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL x11-e TT- 27-,A711-,xA r E On 0 . j I \ m 0 0 d C N m p \ 27-5 \\ v E W-7 EXISTING I I PORTION r O /RESIDENCE � I \ BLOCK 28 – LOT 10 \ x'�� e � 33 (VACANT LAND) L 27-] VJ _____ \ --_ o .- WEST p PORTION BLOCK 28 – LOT 15 HJ '\R�OR 20.10 y 8 U }> m (SINGLE FAMILY RESIDENCE ` wRnOx m 0-x CO ON SITE SEPTIC/MUNICIPAL WATER) od P6AP6�1 $°-1O .-N 0 a E� O y � x0msari TU p r v�tiAc •�+; �- m s-e U N T-x-� Ors q `ei 'gsaa MON. ;J xax � 261.35' p Irw3vI d S 86'4700• W ex-x 31-13 "NO a ,. UTILITY m \ EDGE OF LAWN .3t��6 x��ea, 80 HIGH / S 9733.96 WATER IRON \ // 219.27rlsS 6 / * r PIN \ r --------� '?4,U_ ,. / W 17700.52 `/ (SET) \ k 309.27 so.00' s fis+4uo' w �W ____W _ _- __�— LOCATION MAP SCALE 1 "=400' O _ I cl 31.6R' z J4a I 1^ �" 4 0 ORNNAGE COLLECrIm I 1 � 1 ' '�F SYSIEM (SEE OETAy�1 gy.' _R O I W I � MAP REFERENCES FLAGPOLE / v 1.) PLAN MADE FOR BURTON G. TREMAINE, JR; BLOCK 28 LOT N0, cr i "U W i 11 AND PORTION LOTS NO'S 10 AND 15; AT FISHERS ISLAND, NEW YORK; SCALE: 1 INCH=50 Ff.; CHANDLER & PALMER, ENG'RS I I " NORWICH, CONN.; OCTOBER 1962. _ ZNOTE T SEPTIC SYSTEM *�� Z Y 1 .) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 0p- DRYROOFsDECK \–� \ k*S,iy� ej1a / EXCEPURPEDS THE SED 5C PEED OOF THE EENGAGEMENT.N THE T AND IHS SURVEYOR o w G as' o < 'tr 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY y o Q F•4'-A'� g`TJn'x )I;fi' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED W it I z m • 8' 0 x 6' ,Sz, , �s, H:,m t , ._, > ¢ 00 U ,D m 1101 • .;,,•1>ylk;�L`�.;- I� i' LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. ( 0 o ^• LEACHING POOL :. k`` YS'ti+:= k:?i ;o#tY j w N 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND w a5 Of J z et yc 11n'rMT.I} . v- SURVEYOROf 'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL w „ =S:F,atll ARE THE PRODUCT OF THE LAND SURVEYOR. 0] N 7 "p I r .�hj$T`15h4 O 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND O Z k�!tY+a ,,5��r; 1r,,; ;?.t,y" , ''yu' ,"y` ;<;.Iq OP' GEODETIC SURVEY TRIANGULATION STATION °CHOCOMOUNT 2° DLl EED I'sP��.i T'i)t'7�v�,rf^S�-"� ,p>k#'G'd's , � � '.-:a 1 i�-' LTr""+�.'��(^{1: �L Ll(lr lr*+}t1 y�1e�r ,\5>)1±- 1p,yL 3 ±*� N,x 1,nV {L.�(yy •gT,,,i) SITE IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX m MA MAP 1000,, SECTION 007, BLOCK 1 , PORTION OF LOT 2 HIGH 6.) TOTAL AREA = 142,1001 S,F.. WATER 7,) SITE IS LOCATED IN R-120 ZONE. 8.) APPLICANT: BURTON G. TREMAINE, III T CORP E., i.t;FslS,f<sn1jA1Y1 A / s � P.O. BOX 3220 ry e T7S,t8, F;ql=£`r 517 VERO BEACH, FL. 32964 NOWII 7� / 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE N z N DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIRE– Z WI, MENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. o ?1YyLrM'} MON. / 10.) BASE FOR LEVELS: NGVD 1929. – o o N BLOCK 28 – LOT 12 T – .,1i\ ' 11.) PERCENT LOT COVERAGE = 37 0 Y bs Vc'e (VACANT LAND) st0 �x SUFFOLK CGUNs'n E h i fE f 1°L �I:Li �� w lsh7fr;±s: 0 C, 0 ,4 S 2069.59 �,a a m ry u�-v ' ` . - ce. m o 0 'sYrS' The SCllla Q.:pcEGl=s.:'e'rat.rml(spY;,(?^IP715 InsPeafav OniJu*ecru;leJ by L'JS Dirug:n,^.:;1tl cr Cm^Cr c'.0 :.r.: z _ be SoG,4a vory FOR A P94 XIIAJ%,,r'ILr „� E:ED'l DRAINAGE CALCULATIONS a 3" MULCH OR o ADDITIONAL STONE ,, .. ._-.. .. N ROOF & DECK AREA 6300 SF — _ REQUIRED = 6300 SF X1 ,0 X 2/12 = 1050 CF NON–WOVEN GEOTEXTILE y I I _I I I-III- I-III=III I � m ._. _ -. _,. . —__—_ _.._ 4 , a 1050 CF / 50.27 CF/VF = 20.88 (21) VF USE SIX(6) – 8'0 X 4' DEEP DRY WELLS, 12" CPP (SLOPE AT 1%) x In IcvOLNOE 1" STONE i;;- - r- o z w o 7 V Z Z Y MIN, V SOL CO\ ROOF DRIP LINE OVER DRYwELL 4" PERF. PVC OR HDPE IN o o N J IH BLOCKS ANO CATCH FILTER FABRIC SOCK �L.(' Q /' 1u M ON o o v I� ROOF WATER COLLECTION BASIN CRATE TO MADE SYSTEM (SEE DETAIL) FILTER FABRIC (NEENAH R-2525-F) OR EQUAL DATE: 06/30/2005 ROOF WATER COLLECTION DETAIL --- SCALE: 1 " = 30' NOT 10 SOME 4" PVC QUALITY CONTROL CERTIFICATION SLOPE AT IX GROUP I REVIEWED I DATE 50O( NOT I- o o e o 1'- SSTONTONE OR I EGEND PROJECT MANAGER 'F7-.-1A SCREENED GRAVEL D 15 0 3D suaVEYMA 2.z r e' r N/F NOW OR FORMERLY SHEET ENVIRGNMExrAL ID -I�- BUILDING SETBACK LINE 31 OF 1 CIVILGM STORMWATER DRYWELL DETAIL GRAPHIC SCALE IN FEET STRUCTURAL NOT TO GOALS ARCHITECTURAL FILE 15044