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HomeMy WebLinkAbout39662-Z gUFfOqoG Town of Southold 12/16/2016 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38711 Date: 12/16/2016 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 175 Clearwater Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39662 dated 4/9/2015 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 IN-GROUND SWIMMING POOL, FENCED TO CODE, AS APPLIED FOR The certificate is issued to Hickey,Dennis&Hickey,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39662 06-16-2016 PLUMBERS CERTIFICATION DATED 0 Ohood Signature Town of Southold 12/16/2016 P.O.Box 1179 53095 Main Rd d� �pa Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38712 Date: 12/16/2016 THIS CERTIFIES that the building POOL HOUSE Location of Property: 175 Clearwater Ln, Cutchogue SCTM#: 473889 See/Block/Lot: 118.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39662 dated 4/9/2015 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: NON-HABITABLE NON-SLEEPING ACCESSORY POOL HOUSE WITH HALF BATHROOM, STORAGE AREA AND OUTDOOR SHOWER,AS APPLIED FOR The certificate is issued to Hickey,Dennis&Hickey,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0066 06-20-2016 ELECTRICAL CERTIFICATE NO. 39662 06-16-2016 PLUMBERS CERTIFICATION DATED 12-16-2016 Bja4 Piecuch vm ' d Signature uF�tdl��Q� Town of Southold 12/16/2016 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38713 Date: 12/16/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 175 Clearwater Ln, Cutchogue SCTM#: 473889 See/Block/Lot: 118.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39662 dated 4/9/2015 , 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 THREE-CAR GARAGE WITH TOILET ROOM STORAGE LOFT AND BASEMENT STORAGE, AS APPLIED FOR The certificate is issued to Hickey,Dennis&Hickey,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0066 06-20-2016 ELECTRICAL CERTIFICATE NO. 39662 06-16-2016 PLUMBERS CERTIFICATION DATED 12-16-2016 Brad Piecuch A04 ut ed Signature �4�c�uFF�d, Co Town of Southold 12/16/2016 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38714 Date: 12/16/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 175 Clearwater Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39662 dated 4/9/2015 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 TRELLIS AS APPLIED FOR The certificate is issued to Hickey,Dennis&Hickey,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39662 06-16-2016 PLUMBERS CERTIFICATION DATED t-YAO ,\� Chood Signature ��guFFntK�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39662 Date: 4/9/2015 Permission is hereby granted to: Hickey, Dennis & Hickey, Kathleen 1 Buckingham Ct St James, NY 11780 To: Costruction of an accessory in-ground swimming pool, accessory pool house, accessory garage, and accessory trellis, as applied for, per SCHD, DEC NJ Letter and Trustee approvals. 4 c.o.s required. At premises located at: 175 Clearwater Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-5-2.2 Pursuant to application dated 3/26/2015 and approved by the Building Inspector. To expire on 4/8/2016. Fees: ACCESSORY $368.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ACCESSORY $698.40 ACCESSORY $234.00 CO -ACCESSORY BUILDING $50.00 CO -ACCESSORY BUILDING $50.00 Building Inspector �Su�FacX�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39662 Date: 4/9/2015 Permission is hereby granted to: Hickey, Dennis & Hickey, Kathleen 1 Buckingham Ct St James, NY 11780 To: Costruction of an accessory in-ground swimming pool, accessory pool house, accessory garage, and accessory trellis, as applied for, per SCHD, DEC NJ Letter and Trustee approvals. 4 c.o.s required. At premises located at: 175 Clearwater Ln, Cutchogue SCTM # 473889 - Sec/Block/Lot# 118.-5-2.2 Pursuant to application dated 3/26/2015 and approved by the Building Inspector. To expire on 4/8/2016. Fees: CO - SWIMMING POOL $50.00 CO -ACCESSORY BUILDING $50.00 Tot l: $1,750.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING•DEPARTMENT TOWN HALL' 76'5-1302 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application most 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 I topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fi-om plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Coinuiercial building.industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. 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 property completed application and 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 I Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. March 19, 2015 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 175 CLEARWATER DRIVE CUTCHOGUE House No. street Hamlet Owner or Owners of Property: DENNIS HICKEY Suffolk County Tax Map No 1000,Section 118 Block 05 Lot 2.2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Samuels & Steelman Architects Health Dept.Approval: R10-14-0066 (Feb. 26, 2015) Underwriters Approval: Planning Board Approval: N/A Request for. Temporary Certificate Final Certiticate. X (check one) OF SOVT'y®! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q roger.richert(@-town.southoId.ny.us Southold,NY 11971-0959 ®lyC®UNTY,� BUIIJDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Hickey Address: 175 Clearwater Lane City: Cutchogue St: New York Zip: 11935 Budding Permit# 39662 Section. 118 Block: 5 Lot- 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 25 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture12 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: Certificate Includes Garage and Open Air Pavilion. 2- Paddle Fans, 8 Wall Fixtures on Pavilion Notes: Inspector Signature: Date: June 16, 2016 z Electrical 81 Compliance Form(1).xls ,\rjf SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 e'vn U11 T BUILDING DEPARTMENT TOVM OF SOUTHOLD DEC 1 6 2016 BUILDINGDEPr. TOWN OF SOUTHOLD CERTIFICATION Date:. Building Permit No. q G 2 Owner: 141*che� (Ple�se print) Plumber: f3r.Rd Pie(UCA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Wrnbers Signature) Sworn to before me this th day of1XeMb-6y-- , 20 1P Notary Public, County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,26/6 SO!/j�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �4= roger.riche rttc7i_town.southoId.ny.us Southold,NY 11971-0959 lyc0UN�1,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hickey Address: 175 Clearwater Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39662 Section: 118 Block: 5 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 13 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: Certificate Includes Pool and Pool House, 5 ft. Plug Mold. Notes Inground Swimming Pool to Include, Bonding,4 Pool Lights,1-Control Panel,3-GFCI Circuit Breakers, 1-Cover Motor. 1-Pump-1 Gas Heater Inspector Signature: Date: June 16, 2016 z Electrical 81 Compliance Form.xls � oF souryolo " courm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ F UNDATION 1ST' [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING REMA KS: r -DATE d� INSPECTOR �� �z o�@,OF SObryol ' §*l-TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] �FNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK • C Y DATE INSPECTOR pF SO(/T�o� (/ OUMV N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / ak / s INSPECTOR qso coumvi - TOWN OF-SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION , I FOU ATION I ST ROUGH PLUMBING F z OU" I IF UNDATION 2ND INSULATION X FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION I CAAWXtING REMARKS: rcl)z' ' v DATE INSPECTORl/ so cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �t) lar A4 I O: o Iyrl . DATE INSPECTOR SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ XFINAL ULATION FRAMING / STRAPPING [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) EMARKS: A -ZcAV#;,, '- nv ML/ ornq)�,/ nu � t 4 DATE . , INSPECTOR- r4f s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' - I I FOUNDATION I ST I I R GH PLUMBING FOUNDATION 2ND 7INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATI CAULKING REMARKS: z /0,5 DATE - INSPECTOR c000l �y dao - eOUPfiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS:. �J(& A---Z DATE INSPECTOR rsf 3 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION I FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ��ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION CAULKING REMARKS: ............. DATE INSPECTOR� r4f so coulm, TOWN OF SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION . I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND ULATION INAU ] FRAMING / STRAPPING Vr"FINAL FIREPLACE4 CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: I ell DATE INSPECTOR cou TOWN- OF SOUTHOLD' BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) P4�ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: l5f-I,,f& INSPECTO DATE SOUTyo �o cOUM'1,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) REMARKS: I� 0 ,K- C if Vex\&,na A- DATE INSPECTOR SO UTyolo ��y00UN1`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1141131040 INSPECTOR ' Q l:L�GSS;�. 1 1: Irl/�_7aIIi !—FA O MAN OEM �I 1 • VMI ro _ NMI�_r,/' i !w_ !�_ HIM IM"U'll-Ilm � r v 11►C�11. 'ii�C ' �.�MAFMW5I OTMI dII!� �i'i►y� • ,V TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health Yes SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL: (631) 765-1802 Planning Board approval NA FAX: (631)765-9502 Survey Yes SoutholdTown.NorthFork.net PERMIT NO. Check Yes Septic Form Yes N.Y.S.D,E,C. Yes Trustees NA ExaminedFlood-Permit NA --If—'20 Storm-Water Assessment Form Yes Contact: Approved 20 Mail to: Samuels and Steelman Disapproved a/c Architects Pho - - E r Expiration 20_ (� `J j J/ a. Building Inspector LIAR 2 6 2015 APPLICATION FOR BUILDING PERMIT Bf DG: DEPT �Olr;i\:OF SOUTHOLD INSTRUCTIONS Date , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. "�"MA f, ( ignature of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises DENNIS HICKEY (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 175 CLEARWATER DRIVE CUTCHOGUE House Number Street Hamlet County Tax Map No. 1000 Section 118 Block 05 2.2 Subdivision Filed Map No:'' ''''`'"W" f"` ' 'hof ' '`''"' ` ` Y �Y"-, I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE, POOL HOUSE, POOL, GARAGE, TRELLIS 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 200,000 dollars Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units One Number of dwelling units on each floor If garage, number of cars Three 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 64 FT Rear 42 FT Depth 78 FT Height 32 FT - Number of Stories Two RAM Dimensions of same `structure with alterations or additions: Front Rear Depth Height Number of Stories (POOL HOUSE/GARAGE/TRELLIS) 8. Dimensions of entire new construction: Front 40'8"/34'4"/34'3" Rear 40'8"/34'4"/34'3" Depth 18'8"/22'4"/1015" Height 18'8'/21'8"/11'7" Number of Stories One/Two/one 9. Size of lot: Front 174.24 FT Rear 130.94 FT Depth 476.77 FT 10. Date of Purchase Name of Former Owner McDuffy 1 l. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises Dennis Hickey Address ST. JAMES, NY Phone No. Name of Architect Tom Samuels Address Cutchogue Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF& Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 -day of20_[S _ It"leb, Notary Public PATRICIA RICHARDS Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO,01 816042467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 i(9 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8499 DATE: SEPTEMBER 17.2014 I i ISSUED TO: DENNIS HICKEY I I PROPERTY ADDRESS: 175 CLEARWATER LANE,CUTCHOGUE ` I SCTM# 118-5-2.2 I I AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 17,2014, and in consideration of application fee in the sum of$250.00 paid by Samuels&Steelman Architects and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to fully enclose the existing 11'x9'10"(108sq.ft.)covered porch f on the seaward side of existing 1 &2 %story dwelling with attached garage; removal of the existing pool and pool fence; and as depicted on the site plan prepared by Samuels , ' & Steelman Architects,last dated September 15,2014,and stamped approved on September 17,2014. + IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, I and these presents to be subscribed by a majority of the said Board as of this date. gufF®1 � I �q sollr John M.Bredemeyer III,President � y�l® Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road James F.King,Trustee P.O.Box 1179 C** -SC Southold,New York 11971-0959 Dave Bergen,Trustee Charles J.Sanders,TrusteeTelephone(631) 765-1892 l�C(�U ,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1127C Date: June 23,2015 THIS CERTIFIES that the fully enclosing the existing 11'X9'1 0"(108sq ft covered porch on the seaward side of existing 1 &2 %i story dwelling with attached garage; and for the removal of the existing pool and pool fence. At 175 Clearwater Lane Cutchogue Suffolk County Tax Map#118-5-2.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 31,2014 pursuant to which Trustees Wetland Permit#8499 Dated September 17, 2014, 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 the fully enclosing the existing 11'X9'1 0"(108sq ft) covered porch on the seaward side of existing 1 &2 %2 story dwelling with attached garage; and for the removal of the existing pool and pool fence. j The certificate is issued to DENNIS HICKEY owner of the aforesaid property. I� 4 , I Authorized Signature I �I New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _- SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 011111111110 Phone: (631)444-0365-Fax: (631)444-0360 Website: www.dec.state.ny.us Joe Martens Commissioner LETTER OF NO-JURISDICTION August 6, 2014 Mr. Dennis Hickey 1 Buckingham Court Saint James, N.Y. 11780 Re: Application #1-4738--OD311/000.03_- -- _-- ----- _ - Facility: 175 Clearwater Drive, Cutchogue, N.Y. SCTM# 1000-118-5-2.2, formerly 1000-118-5-2 Dear Mr. Hickey: Based on the information you have submitted and the NYSDEC history of the parcel, the Department of Environmental Conservation has determined that the property landward of the 15 foot elevation . contour as shown on the survey prepared by Nathan T. Corwin III dated 10/10/2007 is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter-does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin erely, an . Ackerman eputy Permit Administrator cc: Thomas C. Samuels of Samuels & Steelman Architects, Habitat-TW, File cl � oSUFFa��G S'7C O]�.1��1MAT]E K ►�co�tt A. Russell SUPERVIS®R C MANAGEMENT w SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUThIOLD,NEW YORK 11971Town of Southold dal ��� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY "i'HE APPLICANT ) MAR 3- 0- ZO 5- -, -- ----- - = ,� : - [�oIF,5 �'�H13 :PROJEC;C Ii�t�%f�t��'3 ANY OF TIE. E0'I;1,oWfNCu: Yep ;CHECK ALL IT A r APPLY; \ ` -A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El El B. Excavation or filling Involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to ❑�100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ;� ❑ 1 E Site preparation within the one-hundred-year floodplain as depicted on FIRM Map,of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a!Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious Surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List-Form to the Building Department with your Building Permit Application. APPL1CANI- TjopettvOtknerDenignPiofe Sonal,Agent,Contiactor.Other' � �'�"t'�1' tx 1000Datc � E prmE !I Section Block Lot FOR BUILDING UEP=1 \-11rNT ISL: ():SLY ' Contact Infornnatim or '.tokpicr dun Mr � ! I Rei iex�ed Bv: Date' Property Address/Location of Construction Work:: ! — — — — — — — — — — — — — — — — — n Ap oved Cor.proce,�smq Building Permit. S rin ater'Management Control Plan Not Requited. — — — — — — — — — — — — — — E Stormwater NlanagemenL Control Plan is Required, t (horward to Engineering Depai truent Cor Rei ie��'.) ... .. ...... ._ _ _ ..._. .__ .__._ .._. _._..._. _..___.....•._ _..__ .__....__..._•_d._•.... ..._.... F(7RI19 SiV1CP-TOS�9r��'2014 ................... 1 � APPLICANT S.C.T.M.�`: 1000 (.Property Owner,Design Professional.Agent,Contractor,Otter) = �--' • _. —_ �(3 1r CHAPTER 236 _118 05 2.2 Stormwater Management Control Plan CHECK LIST NAML Tom Samuels - - section [hock Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application Pi,x innQ Date: � � �k The applicant must provide a Complete Explanation and/or Reason for not providing 734 6405 March 19, 2015- °1' all Information that has been Requited by the following Checklisti Si,,tat�rr "1 elrpM,u Ynmlxr L A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE. NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage.- 00 PECTIONS ARE REQUIRED c. Existing-Natural &Man Made Features within 500 L.F. X OOContact TOS Engineering at 765-1560 before of the Site Boundary as required by§236-i7(C(2) Backfill, OR Provide E ' d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Waler. X that the drainage has bee e. Limits of Clearing& Area of Proposed Land Disturbance. 00 n installed to Code. f. Existing&Proposed Contours of the Site (Minimum 2'lnteivals) 00 g. Location of all existing&proposed structures, roads, x driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& ON&SEDIMENT proposed structures. Shall include but r'0t be limited to: 1. Location of proposed Swimming Pool and discharge ring. x 0� A Well maintained J Location of proposed Soil Stockpile Area(s). x 0� Wire Entrance, k, Location,of proposed Construction Ell U ance/S tag ing Area(s). 0� an �or inactive soils.S zae & 1. Location of proposed concrete washout area(s), x 0� OF in. Location of all pioposed cios)on&sediment contiol measures. 2. Storm alei Management Contiol Plan must include Calculations showing that the Stormwater improvements are sued to capture,store,and infiltrate on-site the i un-off from all impervious surfaces generated by a two(21 inch X 0 rainfall 1 storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X 1== b. Construction Entrance&Site Access. FTI c. inlet Drainage Structures (e.g,catch basins,trench drains,etc.) X 00 Fl _d. LeachingStructures (e.g.infiltration basin%i\vales,etc) x Site does not require [:OR'L:NGINEI, [ G_DL:, I.'[•'49E 'I' USI': UNLY'^`>�:��W_. .�...._�._...._____.._.--I� �:_.�.. �: -.�:.�._ ..:_:_.�........�_- �::.�.. :.:�•..�.�.w�.��..�.�W_�-.� Additional Information is Required. 1 , Re\,oievved& Stormwater :Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date $ /� SMCP has been approved by the Engineering Department. � ;. FORM SW-- Check List -TOS MAY 2014 '%l so�� Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT Y TOWN 01F S(GUTHOLE APPLICATION FOR ELECTRICAL If REQUESTED BY: 1(c-IT Company Name: � ELF 0 CCa- -.t c r�c Name: -- License No.: 3 Y(D 0 �- Address: 3 �L���� .S j �5 �v�TFt� /0 Phone No.: JOSSITE INFORMATION: (Indicates required information) Name: flit tc) �eSf►�i�vc�— *Address: 6E C Lr_A17 L_ 'r-1L 12-0 _ `Cross Street: &Cc 0,,1r C (J+-1 *Phone No.: 76 j-I yJ', Permit No.: _ �9 �(pa _ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /00 ' _/ 12 r -Y i)-s j?5- 110L o0L //0 CSiz 13 r (Please Circle All That Apply) *Is job read for inspection:Y P YES /CO Rough In Final *Do you need a Temp Certificate: OE / NO Temp Information (if ed 0 i "MY-up A-5�4-� *Service Size: 1 P 313hase 100 150 �00 300 350 400 Other *New Service: Re-connect �ndergro Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION '., $2-Request for Inspection Form CONSENT TO INSPECTION DENNIS HICKEY ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s) of the premises in the Town of Southold, located at 175 CLEARWATER DRIVE, CUTCHOGUE, NY 11935 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 118 ,Block 05 ,Lot 2.2 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Construction of a Pool House, Garage, Trellis, Pool That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. ia .5-jo/L Dated: (Si a re) (Print Name) (Signature) (Print Name) :. > EC®RD -CARD .OWNER w STREET j�=} VILLAGE DISTRICT SUB. LOT =Y (' ' .:t '��2 %c�`'►. ' , Y`"si r C,/ Y ' d r "s �i J 14 p� /f-v •'. a • FORMER OWNER ,-_ _ '"r. ,_ N E � ACREAGE TT�� -t- / S W TYPE OF BUILDINGS (�&�(� , •2jft, I /o,�t _ DLJ, 14, ,;,�p RES. / SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt: Value LAND IMP. TOTAL DATE REMARKS ,/ G 4l'r ti 1 1,, Vold ° /' - 1 4jd�-4 l�?i�,' ' tf elf _ J S t 09 ✓ 5DI -' z� YZ en, �- cv ko ®�/� 0; ';"tt On vc + 'J1 A>i -L re I zs6 it e, -6 VOL zp BDING CO IT N � ..6' � � �'...�v'.n w�»_ ,,.,r�'...d..',�7,t.°+°`a_fi::r•. Y:`= EVV` OR AL BE W AB V FRONTAGE ON WATER � . r cre V lue PUer A/e Value FRONTAGE ON ROAD Tillable 1_ BULKHEAD Tillable 2- DOCK r Tillable,- 3 � • �� � y� } Co �,w' r rpt �t� 6' cr L-Wt� Woodland r11d 4!t e) Swampland i, Brushland'�` O od 2rzi,4Ibng o House Plot P;- fff A 7A. I I J ie' Foundation .,M. Bldg. Extension ILL, Basement Floors Ext. Walls Interior Finish Extension Extension Fire Placer Heat -----------7 ,, I --i Porch Roof Type 0 �FLC) <1 6 Porch Rooms I st Floor B reezewa Patio Rooms 2nd Floor y Dormer Driveway Garage J 'Till 0. 4 X ZY. oc� '6 7') y) :k, 0 I 12- L� '2 00 �w ti i � �—�. � •' t � ;tie � _ b � ���������■■■■■■■■■■■■■■■■■i MgMME • FULL � . BasementSLAB ,,,. IR •• • Ext • • ' Y _ • ��, • ••• • �. �, r 9 C T.N. N0. DISTRICT: 1000 SECTION:38 BLOCK: I LOT(S):7 LAND N/F OR WILLIAM HAMEN LAND N/F OR MATHEW CAMPBELL SPE OS'E S63.07'22.B CIL 27.'S.BO ren h N Cak • YQ11. A 67.5 N .w r O A � f /u H X5 4"/tea n cop z Q N w 90, � n N x S¢ CDC. ti "O,. .� �14 5 � ria IL or �r � •tea. in in L4NDN/F OR CHESTER DICKERSON 80 E�IST1� � THE NATER SUPPLY. AELLS AND CESSPM LOCARONS SF(OW ARE IMM FW OBSERVAITONS AND 01 DATA OSTAWED rMU OTHERS AREA: 45.563.9 SY OR 1.05 ACRES arVA Dahl DARW' -- -- ---- UNAUDIORRED ALTERATION OR ADDITION TO THIS SURVEY IS A MATILN Of SECTION 7209 OF TNF NEW PORK STARE EOUCAAON LAW. CWWS W THIS SURVEY YAP NOT BEARING IIIc LAND SURLf1DRS ENDOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICLIED HEREON SHALL RUN __ -_ _t__.. .......... ..r..•.r wn nv wnr..w.o•w nmarnuururu �fwznv gulf Ir.NUA/ O/[n"Innu DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR I (DW) '150 5F x (2/12 FT) x 1.0 = 125 GU. FT. USE: (1) 6 DIAMETER x 4' HIGH POOL (I) 8' X 4' STORM DRAIN RING = I68 GU. FT. EXISTING DRIVE SURFACING TO BE MAINTAINED AT PRE EXISTING PROVIDED REQUIRED CONSTRUCTION CONDITION DURING CONSTRUCTION PERIOD UNDERGROUND 168 GU. FT. > 125 GU. FT. - REPAIR ANY RUTS OR DAMAGE CAUSED DUE TO E R LANE WATER LINE XT CALCULATIONS FOR AREA OF NEW ROOF POOL HOUSE CONSTRUCTION DURING CONSTRUCTION PERIOD ������ 1 "`---------iii - - DRAINAGE Cf)nn DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXISTING UTILITY POLE PROVIDE NEW UNDER GROUND V1 (DW) 1,x72 SF x (2/12 FT.) x 1.0 = 325 GU. FT. ELECTRIC AND UTILITY LINES FROM POLE TO NEW GARAGE ED F DIRT ROADWAY UTILITY POLE I T/� �/♦ USE: (2) 5' DIAMETER x 4' HIGH POOL M'T #146-5 WATER V 1 W (2) 8' X 4' STORM DRAIN RING = 336 GU. FT. •°®69.66660.690°•• REou�R. CURVE � �\ PROVIDED REOU I RED •® °e• ___---- LINE -- 336 GU. FT. > 328 GU. FT. °®e • e STONE PIER /ROAD E PIER 0] \ •• ONE PIER / �``_ ` DRAINAGE CALCULATIONS FOR AREA OF NEW PARKING AREA _ CTC V ® ••°® °• /...-�''`—' \ BASIN 10 I-•�{ DRY WELL AREA x RAINFALL x RUNOFF FACTOR ® / lJ (DW) 2,ag2 SF x (2/12 FT.) x 1.0 = 4qa CU. FT. e•®° ;11 •°° ! USE: (2) V DIAMETER x 6' HIGH POOL STABILIZED CONSTRUCTION ENTRANCE oe®i\ p1 ter ' •e / LM87'07'S�0-"�E____ I � �„/.� (2) 8' X 6' STORM DRAIN RING = 506 GU. FT. ® ° �J�� / U • �'r�E LINE �/� PROVIDED REG2U I RED NEW UNDERGROUND WATER LINE 00 0�� •9 '-'--- ---_174,24' � 0 0 506 CU. FT. > 4QQ GU. FT. FROM EXI5TIN6 WATER SUPPLY ®®® �g'C� / U� 06 I AT FROST PROOF YARD •• �� ��/ • TEST HOLE 0 HYDRANT •® •• "'`'„ / -'' U °•6 EL +10.1 °• Q EXISTING FR05T PROOF •• c " ' : ': ;• ": E idC� TI•;,a y� U • PERMANENT STORM WATER, RUNOFF CONTROL D YARD HYDRANT ®• ?✓ j r° F Tr T� `u 'w • MEASURE NEW DRYWELL FOR RAIN WATER g� I < W • ` "� •> _: RE:P'� 1 •®• • m EXISTING DRIVEWAY SURFACING TO BE REPAIRED AT PRE ✓.71r:a '''�''JN { __ ••RUNOFF FROM GARAGE SEE DETAIL I-5 til m Z CONSTRUCTION CONDITION AFTER CONSTRUCTION - REPAIR •°•®° •4�~ °00 ! -' O W ANY RUTS OR DAMAGE CAUSED DUE TO CONSTRUCTION t2 Uj •® / NEW PARKING AREA e0 I •® \ PAVING SURFACE TO 0 ♦ 1 '� ®• / -MATCH EXISTING DRIVEWA DIN 0 V NEW DRYWELL5 FOR •• NEW DRYWELLS FOR • / \ F— RAIN WATER RUNOFF s• CONSTRUCTION 5TAGGING • • ® RAIN WATER RUNOFF • � to AREA/ � CONCRETE LM FROM POOL HOUSE 06• U WASH OUT AREA D FROM PARKIN A 66 / LP • • / 13.0 F X�Ti d� / F�P • ® �: � r '' LF NEW SANITARY SYSTEM FOR GARAG NEW UNDERGROUND WATER LINE o®° / / r•. \ �• ° >= '" ' ., WITH BASEMENT "`' : r'r • (U 1000 GAL SEPTIC TANK (ST) W •6 DW s s� 1=r , FROM EXISTING WATER SUPPLY ° .:... r •.�;;...,..\' _ s„,,.. � - • ;->.: /j. ...;...;... q.. ,: t...q/, ...;.....° � .<. +f3 ` • - DIA x 4' HIGH LEACHING POO (LP) 06 AT FR05T PROOF YARD / _ ._ _.. : : ,..;.. . . . : 1 •;.\ >..r, ,' 'r` r...- • (3I 8' • ,7L �...:...:....... .. a .....,..;...t...e ,.a , ILC ♦^ HYDRANT - +•• ® \ • - (2) 8 DIA x 4 HIGH EXPANSION LEACHING POOL (EXP) '^ V DW d.. s ': ° v♦ o �.. ,� ;:�.'� : .:�,K •._: �:.::..,:-.,.,...:. (FUTURE) • we • _` ^•i... L•.'1' :'ti•..;...r..d..: : !.J :Vit. / • ° ji.. s..s.. ,...:... T i.. i!!i...i.. y...°...i a. ,. .i...d.. .. •x\c ° �7wRi'�t6 .:::> HJT • i EXISTI GROUND ;. : : r••. ..- • Ne UNDER • •�...,.. .\ =>S GAf S:;` .' e O V 4 :. A. ..q... :.......• WATER LINE ° ®I 1 ..q..' i...;...i00 ...e..t r...j..p..e..'..� ��__ ••6° ••i T E 6 ,...;...i., r...... i •• 00 s......;... Dw • ;: -147 T � TO � ~N,-,,1r� TEST HOLE /• ".a..i..; ..r...,i,;..„ .., OP05ED r .�... : '...a, A �. •• / i...i..�..y..si,•'i...i..r..?..?...i... P00L i...i t ;•... ,••a ••° TEMPORARY EROSION CONTROL MEASURES TEST HOLE DATA 615 114 ELEV.+ 10.1 JOSEPH FLOTTERON III ��/ • '••••1•-•�•:_ °"°'••r•••=•••: 20x40 '•�•••i•••i• q.. •1r . • •..y..., : .. ...•...•i...i....:.. JA%4�• & NORA FLOTTEhON • _ A 1 FT. DARK BROWN SANDY LOAM OL ••,-•• � PROPOSED A L E ° HAY BALES � SILT FENCE Z / • ::::z f<>':` ` �•s.. ,.: NEW DRYWELL FON POOL EQUIPM DET • AIL 2 5 -` • 5 FT. BROWN SILTY SAND SIM t >_::::: li^. �..;...i...t us :.-:.'. , _ e 8.9 FT. PALE BROWN FINE SAND SP EXISTING UTILITY POLE PROVIDE NEW UNDER GROUND ELECTRIC e / • �/IGE ?• •:�, ;:.:. _ :...i...� :..!;), dM=:,z � ' ”` NEW fj D AND UTILITY LINES FROM POLE TO NEW POOL HOUSE IG Sr5E ;; • ..,t.. - N••a..;," ;..;..;...: ':j' 4 ,r, •• POOL EQUIPMENT • GTR .-»- - ; ';.,h f'R POSEL?. M•,...s.. . �; .;,, 6 x� • WATER IN PALE HL - - -» *,:, ,,. �kX. p..q ' p..p.."..�..;..i '' • WN FINE SAND SP • N.- - .. i...i...i...i..:CYx hLG..' > • BROWN -.-» ..t O ,.. ...' ,...'... X I,,a Lt TO 5E iF' ,/t_a _»- EXIST �^', oU51* , "' {k..r °' , 9e _ IyT Tr'. _MO. 15 FT. • /,k .' , z: ry `° /, :•`a ®• 8.9 FT BELOW SURFACE-WATER STONE :.<.. :K �.id _2:^r „ jp `? • • / ' + - p i=L aZ:3.::> ::,. .. .-• .i. -� • ENCOUNTERED ELEV+1.2' EXISTING PERMANENT STORM WATER RUNOFF CONTROL ti-+,F ., _� -' ` a : -}i w4 n= '' • 1a : PIERS \ .`,,t ;jA -: �v<,: MEASURE APPROXIMATE LOCATION OF EXISTING / � �,"'',,. .' p 60 ' FOR RAIN WATER RUNOFF FROM RESIDENCE � • r _:„.. 5?.;yf ”{ •'•', • DRYWELL ® Q -;:r�;., •�_::� .�<�" ��;,� . t• LF 000 •° :- �;,"�•ltk =y •s..' '.` NEW SANITARY 5Y5TEM FOR % / ®o°° " ITE D A Z. EXISTING 4 BEDROOM RESIDENCE WITH BASEMENT / ! P GA \ - (1) 1500 GAL SEPTIC TANK (5T) 16— • / XP 10 e° SCTM # 1000-118-05-2.2 - (2) S' DIA x a' HIGH LEACHING POOL (LP) % / LP •�-y D� ®°•° EXISTING TENNI5 COURTy Q. PROPERTY: 175 CLEARW'ATER DRIVE - (1) 8 DIA x clHIGH EXPANSION LEACHING POOL (EXP) \ ® / N�` •® 5URFAC® COMPLETELY T REMOVED BE ADDRESS CUTCHOGUE, NY 11935 J N a o M LOCATION OF EXISTING SANITARYt2 �' °•° OWNER: DENNIS HICKEY W W Z x SYSTEM TO BE REMOVED /'•e •°® 1 BUCKINGHAM COURT w ' / • ••• ST. JAMES, NY 11780 W M = LO LO NEW SANITARY SYSTEM FOR POOL HOUSE N 61'55'10" e• WITH NO BASEMENT GARAGE W/ BASEMENT SITE: 52, W• a N = M LINE OF TRUSTEES JURISDICTION _ •° 664 SF 1.209 AC RM WATER RUNOFF CONTROL / •, p� 17.49®®• _ (I) 1000 GAL SEPTIC TANK (ST) ZONING: R-40 5 M EXISTING PERMANENT STORM :•• •: _ \ p`L' • (3) 8 DIA x 4 HIGH LEACHING POOL (LF) Q F- MEASURE APPROXIMATE LOCATION OF EXISTING < :;': EXISTING ®• SURVEYOR: NATHAN CORWIN, LS ° - (2) 8' DIA x 4' HIGH EXPANSION LEACHING POOL (EXP) (FUTURE) DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE :";:':; .<'•: .;:' ;';` `X= DRIVEWAY \ / % PO BOX 16 N N• E: IST!,(� �•° • °° JAMESPORT NY 11947 / / 1a • e EXISTING SHED TO BE EXISTING ENCLOSED ::. / • 0.6 DEMOLISHED AND PORCH OF RESIDENCE EXIST / °e9 ® REMOVED FROM SITE LICENSE # 49273 COVERE // \ ••6960 6069®•• DATED 10/10/07 DW PORCH DW NEIGHBORING / GARAGE NOTES: \ r »: `......:.. 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: OF NEW N 0 F SEE EN ARCED i�00L 5 �� 1' •'S O —5 .• JOHN SPICEREXISTING EXISTI NG CONTOUR LINES ARE SHOW N THUS: P 0�,SC SAis & KATHLEEN SPICER �� �� j" ��T 2 �r _ � G F.FL. FIRST FLOOR O .L,-I"f. G L GARAGE FLOOR .... ...... �:: ` - ERb['PROVAL OF STORMWATER MANAG "T ! `N \ ` B.B. - BOTTOM OF BU T.B. TOP OF BULKH R- ~ L ADTRO P _ n Coe t Z3E I �. T.W. TOP OF WALL S B. — '•'-.gig W BOTTOM OF WA 1/ s Lba ate: /� �::::::::<: ': ;:<::. EXISTING UNDERGROUND � � :.:. [...:.::. ... , � :: ::.`: Approved by: > 'GARACi.E <`::« :? .: WATER LINE PP \ \ LIT OF TRUSTEES JURI SD I CTI ON EXIST A PRO. JECT NO:LOCATI A ® PATIO 10 1402A LOCATION OF EXISTING i/ /,' ;, / 89 \ \ \ \ \ SANITARY SYSTEM TO "/ i / i'r' /! , '% //// / r �r�..d/ DRAWN BY: 7 \ \ \ \ \ \� BE REMOVED Mud waters/ i i /r' // / '%i' /5 \ \ EXIST / 6� \ �� \ Creek // /cove " /// '-/%j j //%/ UT 4� \ \ POOL , /% , a�Pi '% '// �j �/ CHECKED BY: \ \ CK _ EXISTING CHIMNEY ';/ /� � m /, EXI /, TS 2-- \ �\ \ \ PATIo. , o / %/ , DATE: \\ \ \ _ TO BE REMOVED /, e = ' y` •� / � 3/13/15 c Rac\ �9GE--OF E TL NDS D 'BYE � �? T ��, EXISTING SHED �+ \ TO BE REMOVED /' �'�'/ `L I e /�/�/ / \ J1.M.0--ENVI�NMF- Co r�r�G \ c, ,�� �� / ; '� '%///� % / SCALE: ---SERVICES 6N,SEPTEM "� / /' / / i /, 019 EXISTING COVERED PORCH OF RESIDENCE Little/ !/�. ,, To BE LASED TO BECOME INTERIOR /PecoNc Ba j///j t 2 % //�/ \ 0 s WA 0 PAGE OF\ \��r?'3 RESIDENCE, 105 5F /,!/,.' tonRd ; / !i/ ' SHEET TITLE: MARK O AR \ EXISTING PERMANENT STORM WATER RUNOFF CONTROL 10/1 j0�y/Gy '� x \ m �o'' MEASURE APPROXIMATE LOCATION OF EXISTING a DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE / / ,/ / P dq / SITE �6 TEMPORARY EROSION CONTROL MEA5URE5 �� // °O iti F PROPOSED HAY BALES 4 SILT PENCE j ///' �, / /, / '% PLAN \ DURING CONSTRUCTION SEE DETAIL 2-5 S 47 24 10 E S 87.58 09 W 15.00' 22.90' F F��ST 10 �OT6(,-r GENT' s 42.35'50" W � i', /,'•'„ %/ // !%' ,' SHEET NO: N 8 1'3001 W °,S- N 7159 r39„ W 56.55' 51.49' t,,�7.70' � ��i,, , EROSION &SEDIMENT CONTROLS LAo1 �l]' SCALE. 1 �� - 20'-0" DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: G0 Contact TOS Engineering at 765-1560 before A well maintained Construction Entran e, Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing,stabilization N/0/F JONATHAN PERRY, that the drainage has been installed to Code. Seeding of exposed and/or inactive soi JENNIFER BURRELL BID & PERMIT SET BUILDING WALL FF EL 12.3 FT SITE DATA REVISIONS: GRADE LINE ELEVATION 12.2 FT. GRADE LINE T EST HOLE #2 EST H O E #1 GRADE LINE ELEVATION ± 11.8 FT. /7ELEVATION SCTM# 1000-118-05-2.2 11/10/14 1' MIN. 2' MAX. 11.4 11.4 FT TEST HOL DATA 11 /3/14 ELEV.+ 17.0' TEST HOLE DATA /5/14 ELEV. 10.1' PROPERTY: 175 CLEARWATER LANE 1129/15 ADDRESS CUTCHOGUE NY 11935 2/16/1 5 1 4"/FT. ��MP9 OF OO 2 FT. ARK BROWN SANDY LOAM OL 1 FT. DARK B WN SANDY LO M OL OWNER: DENNIS HICKEY 1 8" FT. ' FT 1 BUCKINGHAM COURT 100JE r 4 FT. ROWN SILTY SAND SM 5 FT. BROWN ILTY SAND SM ST,JAMES, NY 11780 SE8 dia x 4 ht ALE BROWN FINE Q Q SITE: 52,664 SF = 1.209 AC IE. +9.84' T . +9.24' LEACHING BOT OF POOL r 8.9 FT. PALE BR WN FINE SAND SP N ZONING: R-40 IE. +9.74,7IE. +9.16 POOL 15.49 FT 15.8 FT. O MEDIUM SAND SP - SURVEYOR: NATHAN CORWIN, LS N ATER IN PALE (BROWN FINE WATER] PALE PO BOX 16 W ND WATER +1.2' 17 FT. BROWN INE SAND SP TO MEDIUM SAND T. JAMESPORT NY 11947 W 3' MIN 8.9 FT BELOW SU FACE-WATER LICENSE# 43273 15.8 FT B LOW SURF CE-,WATER ENCOUNTE LEV+1.2' DATED 10/10/07 L) Y SEPTIC PROFILE - POOL HOUSE W/ NO BASEMENT ENCOUN ERED EV+1.2 ELEVATIONS ARE REFERENCED (N.T.S.) TO N.G.V.D. 1929 DATUM w } RESIDENCE LOCATION MAP Cl) W BUILDING WALL FF EL 19.71 FT I�' ���� g WELL WATER � Q z GRADE LINE ELEVATION 18.0 FT. GRADE L(NE�� 9 � InS GRADE,LINE ELEVATION ± 17.5 FT. EL5� AT ION ,NSC WATER i j�� // O ro dwaters METER 1' MIN. 2' MAX. ± 16.7 FT �' ��� PUBLl' a ATER�(� ,n �< oADWAY �."ak , �o�a, Cl) �qq CLEAT WATER LANE EDGE OF CURvE arP ' / w W 1/4"/FT. TOP OF ( � �' t IRREGU�`R / 09 R 1500 GAL 1 8" FT. f POOL FT " ' `- I ROaD UNEo LONA_-�'_�` CATCH / 0 0� 0 x LU SEPTIC 8d1a x 9h - E. +16.46' TANK IE. +15.72' LEACHING BOT OF /�"` 10 N 8 \ ac IE. +16.22' IE. +15.64' POOL NEkILIV ERGROUND P o _ � TIE LINE m W POOL WA LZISE'FRO �1 r JET ;/ 'rte 174.24' � r a Z 6. T EX TING WATER 6• .0e m ',D /utna W I1_8� GR UND WATER +1.2 3' IN SUP LPROOF YARD b1 G�v�� ' �EL+10.1 EXISTING O �PeconlcBay tong y N LU 0 HYDRANT UNDERGROUND 5 SEPTIC PROFILE SIDENCE �r/ E EIIN,1- . ® NEW DRYWELL YVATER LINE �� D Z = EXISTING NNIS 12 ® OR RAIN �'� m [ mq O �G I TER NO s COURT OBE c m (N.T.$.) \ RE OVED NEW �q z p f- �i/� ��, IIT^' 13.0� DRIVEWAY �, }'0 -k O meso i P6 a Q _ U � p p � (`') M--UST Be In $"Ie..CL6�° ,L510��� EXISTING FROST AREA !® !� �r / ���R Fy c�h r j O it9 E�11� PROOF YA yz c$ a ��ttt, f�ryS �al� I ` ��� HYDRAN 1 a� L 1 duo � b� �r�r � �, / Z Call 852-5700, � ,} g /� pp �`�'�° e �'0 '� 2 SANITARY SYSTEM n� / W Call 802-5 P 0Q, 48 Flours in�.,1'1/' �w"- W H BASEMENT eco / r °•p�^ ��'�ODy NEW DRYWELL FOR � � ���{(� ° ��� \,l'1 `C�AIv$G B® Schedule in�����i�l,�l��. RAIN WATER RUNOFF 'f" 3:GptR -() 1000 GAL SEPTIC TANK( T) / o O• -(3)8'DIA x 4'HIGH LEAGHIN POOL(L ) 0 r 1S sl RESIDENCE `" •';F;FL'.'.,,"" m O O o �� 2� :1'_0`'p O� S -(2) 'DIA x 4'HIGH EXPANSI N LEACHING i i / ca Z NEW UNDERGROUND o /�. o. 3: S�' 1 ; POOL EXP) r T SEPH FLOTTERON III WA R LINE FROM x 0 -LINE ROM RUMP STATION AT GARAGE to a• 0 � 8c NORA FLOTTERON �ISTIN6 WATER d ' SUPPLY AT FROST Q �' ,Q ,c`00/G PUBLIC WATER Z�. BUIL ING WALL FF 11.0 FT '9 G S PROOF YARD w_j. I; ' HYDRANT ti. POOL-._ / S s / '�` GRADE LI ELEVATI611O:�FTr ELEVATION W• $ LOCATION OF EXISTING SAN RY SYSTEM T 14 ( o -'F: L. L� o '` 1' MIN. 2' MAX. ± 10.5 FT E W. y p,0 Z�U) " s 8.85 FT NEW SANITARY 5Y5 FOR / � -� \�'\P ��` yQ OHO 1 4"/ T• 1 8" FT. TOP OF POOL y• EXISTING 4 BEDROOM RESIDENCE WITH EASE T N G G G (1) 1500 GAL SEPTIC TANK(S 16� P`I L ,E 10 N ZO N 1 00 L• 8'd is X 4'h t OF E VI/I' -(2) 8'DIA x 9'HIGH LEACHING POOL(LP) ORN ® IE. +9.4 , SEPTI , LEACHING BOT 0 -(1) 8'DIA x 4'HIGH EXPANSION LEACHING POOL(EXP) FS S \b!� TEST ERGROUND S IE. x"'9.1 TAN IE' IE. .6' POOL 4.85 �tij 3 NEW SANITARY SYSTEM FOR PO L HOUSE r 100 FT SETBACK LINE Q �� L HOLE WATER LINE p, WITH NO BASEMENT 4 GARAGE BASEMENT , O FROM EDGE OF F H E O -(1) 1000 GAL SEPTIC TANK(5 G UND WATER +1.2 r WETLANDS \0A T m I e 1'7.0 \ / tib -(2)8'DIA x W HIGH HIGH LEACHING POOL(LIP) POOL(EXP) 2'-4 3' MIN o '� N .m (STING -L FROM PUMP STATION EXPANSI A SEP ROFILE - GARAGE APPROXIMATE LOCATION '' � "_; 1- TREE /� /^ 14 61* 9'10 W ( � OF EXISTING DRYWELL 'S a F IN WATER RUNOFF ry�5 ` .ry EXI TING IRRI ATION WELL o A�� E„s&>:K• 1i* x1 PIT OBE I�C�LI`° 1402 g a AB NDONED o5� �y �,. GAR1! ♦ �C�! L: 16 APPROXIMA LOCATION �C�LIT IrtR" yPIT OSI" �iTi7L�IIAiC ER Y: .ST CT ''R @III` l"�L' 16 / ° `' a► OF EXISTING DRYWE L I�I!/13T s t31`a t'r � w T \ Q I �''� . .1!. '- 'S 4 OF e^�:l""'k'•l..0 9/.r-ll-4.°0l"C O'NI�°'�'RU IOI` FOR• ASn.,sOT 74 Q 9?_;` _ ;.p .,� ,,`� r, FOR RAIN TER F � �I@.'��iE�;,IO�I�3w�E � R� D BY: TS '",`-:r ' H 5� +h� RESIIDE�NCE �t ,,. I'tt� C DATE: N100 12 D E OF�W� ND AS s Y 6 T'� ik`L� JOHN SPICER z RESIDENCE, Cly - � 7/10/14 0 . PUBLIG WATT.R OC// 9�/ejs�a� SCALE: 8 ��G���� B M ° 5 & KATHLEEN SPICER o p V ^�-°m=-_ Cfc 1"=50'-0" 6 ENDI+�ONMTAY�L PUBLIC WATER Q 7 2 6 215 4 \ POOL Qf SHEET TITLE: \SDN QtRkiQ S CES LOCATION OF EXISTING ° r , 2 ON EMB 5, 0 7 PATIO SANITARY SYSTEM TO BE ~J Z , U) l I' E'! ' FILLED IN AND ABANDONED w- Abandonment of existing sanitary tem must be ' \ � b TY`�" AfzPR, VEE SITE PLAN qp cINF \ \\ 1416 APPROXIMATE L TION o conformance Wiffi dep?'Lment sv g ren;ent Submit rye- PSR ALO \ 12 OF EXISTING DRYWELL FOR �Z w- 0 TAL( IV�JXIR ( r•i + y W4 r, ENr \ 10 RAIN WATER RUNOFF Completed form Wv �® as proof. � �ITO�IUFv ON '0/x/07 N 8 S 41.5 000" E / -- ! is I~4'� ui"EAo;;uS I`tf�'a'ORA��1I- �Y�' ��"`s� itF� t SHEET NO.: S 8 22.900' W O S�9L� S 42'35'50" b� � N 81'30'019' W Och t 71'59'39" W•70' SITE PLAN 1 56.55 N/0/F 51• SCALE: 1"=50'-0" LAGOON JONATHAN PERRY, JENNIFER BURRELL SCDHS SUBMISSION ' r / REVISIONS. 616116 WATER METER CLEARWATER LANE Z _ W N 8 0" En uj ViATERc , LINE ,,'� R��JE`NP owl / DRYWELL FOR —TIE 174.24 V w �6• L / RAIN WATER Z O RUNOFF WATER O U) } I` €! DW DW 45' LINE 1lb H } W G / 3S, til y p C) WATER '\C7 DAN / DW .y3 co) W - a O LP L - LINE I DRIVEWAY Lu S7' Q ST DRYWELL FOR RAIN ZW WATER RUNOFF DW / ¢��` GARAGE N 08 o co) Lu V WALINE TER \ QO �, �� AS BUILT SEPTIC SYSTEM FOR CvARA E p (1) 1000 GAL SEPTIC TANK (ST) Q 0 (5) 8' DIA x 4' HIGH LEACHING POOL (LP) >O OUSE tk Zuj Z AS BUILT SEPTIC SYSTEM FOR RESIDENCE ,b o. ?�• g �� SITE DATA - (1) 1500 GAL SEPTIC TANK (ST) fid` SCTM # 1000-118-05-2.2 - (2) 8' DIA x a' HIGH LEACHING POOL (LP) tii �, PROPERTY: 175 CLEARWATER LANE o ADDRESS CUTCHOGUE, NY 11935 OWNER: DENNIS HICKEY e°Z' LP N 1 BUCKINGHAM COURT mol OR�V �P� / LP ST.JAMES, NY 11780 o k SITE: 52,664 SF =1.209 AC W.,. ° 3 WATER LP AS BUILT SEPTIC SYSTEM FOR POOL HOUSE ZONING: R-40 3w 9 w Z3 LINE , - (1) l000 GAL SEPTIC, TANK (ST) SURVEYOR: NATHAN CORWIN, LS e DRYEx L WELL FOR RAIN EX / Off` 1�- "I - (5) V DIA x 4' HIGH LEACHING POOL (LP) PO BOX 16 W' " W �,��'• JAMESPORT NY 11947 ATER RUNOFF 5T a�• 8 DATED 10/ 101073 U)y• �Yry N 61'55'10" W ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ,tO 000' 17.49' O VAE YO pDW HOUSE & DW DRYWELL FOR RAIN GARAGE WATER RUNOFF _ ---4Z' (i / .� _- SERVICE- STRUCTURE _s` OF I �^�"CII o �N C!��t�s e'DE � � p jar' ORO Co NiSTRUCTED VtfC 'Wr FOR s o J 402 S -- - � ,^�,,``''__rr Q 018 UT I t�t - �,� ��"l `� TS .JUN 2 2016_ Ii.S. pak, N-,- -_� - _ 4 Dew 5123116 PATIO supply fw:<'60,, '°x y 4oca on have Eaecn DRYWELL FOR RAIN WATER } .��?�e�aa e oi,,l;r5a. and walrEs Dep+'trn n�or o'i,vr ar"sna;ea and found 30 1"=40'-0" RUNOFF f;)speoted andfer car0ed W ` �-.II fJ,r DR�iQEb�S. T/E :w aUsi tea°�T-OR T TAA n� � 4 ; l�E .� �_ = i SITE PLAN WqT gRENT�ONC � °� �. U91-01 ��� ��� �� 0 ER tij ylGy i�1lSltc-r.1.Hilbert, l�. // officeof Wastowat+r� N /O AR/� S 47'24'10" E 0/07 �, I 15.00' - �.F.�.- _� - � J U'N 1 2016 S 87'58'09" w SyFMF S 42'35'50" W l Cpg F•CO. A6� Des°"C�t IE 2a � 22.90 � 7.70 SITE PLAN ; I OFF- C OF V'SA��ENIA��EF N 81030'01" W N 71-59'3 9 W 56.55' N/0/F 51.49' SCALE: 1"=40'-0" DEC 16 2016 LAGOON JONATHAN PERRY, 1, SCDHS AS BUILT JENNIFER BURRELL If HS REF # R10-14-0066 1 TOWNN,OF SOUTHOLD e y REScheck Software Version 4.6.0 Compliance Certificate Project HICKEY RESIDENCE GARAGE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 748 ft2 Glazing Area 5% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 175 CLEARWATER ROAD DENNIS HICKEY Tom Samuels CUTCHOGUE, NY 11935 1 BUCKINGHAM COURT Samuels and Steelman Architects ST.JAMES, NY 11780 25235 Main Road Cutchogue, NY 11935 631734-6405 r tom@samuelsandsteelman.com Compliance: Passes using UA tra�ide-off Compliance: 13.6%Better Than Code Maximum UA: 242 Your UA: 209 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1: Other Floor: Over Unconditioned Space 748 0.120 90 Ceiling 1: Cathedral Ceiling 748 30.0 7.0 0.027 20 Wall 1:Wood Frame, 16"D.C. 315 19.0 2.2 0.052 16 Window 1:Wood Frame:Double Pane with Low-E 5 0.300 2 Window 2:Wood Frame:Double Pane with Low-E 5 0.300 2 Window 3:Wood Frame:Double Pane with Low-E 5 0.300 2 Wall 2:Wood Frame, 16" D.C. 77 19.0 2.2 0.052 4 Wall 3:Wood Frame, 16" D.C. 204 19.0 2.2 0.052 10 Window 4:Wood Frame:Double Pane with Low-E 5 0.300 2 Wall 4: Wood Frame, 16" D.C. 142 19.0 2.2 0.052 7 Window 5:Wood Frame:Double Pane with Low-E 16 0.300 5 Wall 5:Wood Frame, 16" ox. 204 19.0 2.2 0.052 10 Window 6:Wood Frame:Double Pane with Low-E 5 0.300 2 Wall 6:Wood Frame, 16" D.C. 142 19.0 2.2 0.052 7 Window 7:Wood Frame:Double Pane with Low-E 16 0.300 5 Project Title: HICKEY RESIDENCE GARAGE Report date: 03/18/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Hickey\Garage Energy Page 1 of 2 Calculations.rck A .y Gross Area Glazing Assembly or Cavity cont. or Door UA Perimeter U-Factor Wall 7: Wood Frame, 16"o.c. 315 19.0 2.2 0.052 7 Door 1: Solid 63 0.051 3 Door 2:Solid 63 0.051 3 Door 3:Solid 63 0.051 3 Wall 8:Wood Frame, 16"o.c. 117 19.0 2.2 0.052 5 Window 8:Wood Frame:Double Pane with Low-E 13 0.300 4 Compliance Statement, The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist1 " ` W Gt_A S' �I�.yr oa . "C 1,LL�50 Name-Title Signat re Date Project Title: HICKEY RESIDENCE GARAGE Report date: 03/18/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Hickey\Garage Energy Page 2 of 2 Calculations.rck DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DVi) -150 5F x (2/12 FT) x 1.0 = 125 GU. FT. USE: (1) 5' DIAMETER x 4' HIGH POOL (1) 6' X 4' STORM DRAIN RANG = 168 GU. FT. EXISTING DRIVE SURFACING TO BE MAINTAINED AT PRE I CONSTRUCTION CONDITION DURING CONSTRUCTION PERIOD EXISTING PROVIDED REQUIRED LANE UNDERGROUND 166 GU. FT. > 125 GU. FT. - REPAIR ANY RUTS OR DAMAGE CAUSED DUE TO WATEF, WATER LINE CONSTRUCTION DURING CONSTRUCTION PERIOD �-y �"� �� I� DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF POOL HOUSE CLEAR ( I� DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXISTING UTILITY POLE PROVIDE NEW UNDER GROUND (Dl^� 1,112 5F x (2/12 FT.) x 1.0 = 325 GU. FT. ELECTRIC AND UTILITY LINES FROM POLE TO NEW GARAGE F DIRT ROADWAY � 'w USE: (2) 6' DIAMETER x 4'' HIGH POOL EDG UTILITY POLE 2 &' X 4' STORM DRAIN RING = 336 GU. FT. ®eeeeee•eeeeee CU �- NYT #146-5 METER V1 W PROVIDED REQUIRED •e° °•• EGUTAR. — � w 336 GU. FT. > 326 GU. FT. e �1NE _ li • • STONE PI ROAD / I D I NEW PARKING AREA eee••• • :ONE PIER �sr E PIER []� ! �'_—f�,�.•- " \ DRAINAGE CALCULATIONS FOR AREA OF N _ ~ DRY WELL AREA x RAINFALL x RUNOFF FACTOR ••e • _�—• �A �o V (DIN) 2,cia2 5F x (2/12 FT.) x 1.0 = 41111 GU. FT. ea°°e ��' •e• r USE: (2) 6' DIAMETER x 6' HIGH POOL OCCUPANCY OR STABILIZED CONSTRUCTION ENTRANCE ei� X16 ���`e /N 87'07.50.0 E I O (2) 5' X 6' STORM DRAIN RING = 506 GU. FT. F— USE IS U��I✓A ` IyUL • \ PROVIDED REQUIRED .JAG 1 e• ��� �/ 4 • / `r I 506 GU. FT. > 4Qa GU. FT. TE NEW UNDERGROUND WATER LINE •ee® ��b�\ �U •e• TIE LINE 174 24' W WITHOUT CERTIFICA FROM EXISTING WATER SUPPLY � � n'(� • U PAi�4 VY AT FROST PROOF YARD e® ���� .: i Q �� ®CC HYDRANT ®•• ,. °' i ��O e°i TEST HOLE r y e :; +�, �i 4 �U •j EL +10.1 I o O EXISTING FROST PROOF O i` ``. •• PERMANENT STORM WATER RUNOFF CONTROL o M B I IoI G YARD HYDRANT ® `' : `• ; �; TC, E r_ T F TC t4�� (� ''® ;, Z • MEASURE NEW DRYWELL FOR RAIN WATER g e �C/ Ek.IST;rs • Z ;:i";Tt : n - ' �> ALL PLUMBING WASTE uj ui • ,.TII :�: Tom= e RUNOFF FROM GARAGE SEE DETAIL I-5 11 m EXISTING DRIVEWAY SURFACING TO BE REPAIRED AT PRE • rL KC &WATER LINES NEED CONSTRUCTION CONDITION AFTER CONSTRUCTION - REPAIR •• Lmj � _ 7_ ";; 'j d`� TESTh4G BEFORE COVERING ANY RUTS OR DAMAGE CAUSED DUE TO CONSTRUCTION e® �2 �/ ® •••e / ! � � Lu r .rt ... ? e •• NEW PARKING AREA • I V C�;ruj If :' T 14= •e• \ / ' PAVING SURFACE TO i �-- •'•^3n"-•. :t,,r,r-�.•r!r,t e / --MATCH EXISTING DRIVEWA OW • V I": _�'- - .I'' !:..::r .:.,r!•._.!' : n NEW DRYWELL5 FOR e• NEW DRYWELL5 FOR • �� • / CONSTRUCTION STAGGING • Q If rIMEDIATELY RAIN WATER RUNOFF - RAIN WATER RUNOFF � � to FROM POOL HOUSE • AREA/ CONCRETE ® FROM PARKIN A !� • ��, WASH OUT AREA D ENCLOSE POOL TO COD ®e•• ® / � � LP • • UPON COMPLETION BEFORS"WATER'' e • Is.o a. Il �c �i \ k ,rte • / �P e ..lCT;";,; 4U T °•• / // ` r.. \ ,;< �;` r_ LP i NEW SANITARY SYSTEM FOR GARAG ..f...= - i':_' }J.e�'_' ..• .:fir; . G',• L.. i;. l=t.:? (,.• ,, „T 9 .1.t.__c^3 NEW UNDERGROUND WATER LINE •• \ ;- y' r. LII'..•.€I~�AC 1'a�irc�r€O'�'JsI�RE�E�t rr�� • / e., .:t::s'a�'� ;_:•< WITH BASEMENT t „'^ rT FROM >= EXISTING WATER SUPPL / :a+ r= <z=== i. + �, a LLI t�,.BTR•. ,i a. ... : O PTIC TANK (ST) H� ,,,r.eerin at 763 15fsG before Y , TU.,Cry b :�. ,...::.•,:.; _,,r :..,. •: LP • 00 5E P .. _ _ . _ Contact �, I I O GAL OST PROOF YARD • _ .- ` ' _ sr•- _ F.. ,I a .,:c,, S R:r �_ / s•• :i,\ �.. .��� (3) 8 DIA x 4 HIGH LEACHING POO P �. • lL ) 06 ,�..C.,1F,t�.._!�T" O:• �f-�: ;) != •r ter'' .:.: •s• ;�:r... .,,._, s�. t�. C��,G. !.�.Id' --, , �: .;... _ ; . �„•_ _ •,•� ILC • is Certification • ' OR Provide En ince HYDRANT - • (2) 8 DIA x 4 HIGH EXPANSION LEACHING POOL (EXP) _r,Cr'• Cif .fl a p, z.' ) Code. • j...i.. : - drainage has been installed t+�C • / •r.' r"'"'"•� ,; '"" that the d B �. �'. \il •le.. z .:r...j..i...:...• •o...;...j...°...' t •S. �t' =�i.:;i:: ""..x.7� •�> •e (FUTURE) fJ't 1...�..._ , t... ..r. '` -'':: ?ROP5EL7:_:.:. .. ;.. �..._ x G. MAGE>:;: ;;.;•,>:.. 5rt z IR r....,...,... EXISTING UNDERGROUND • - 7 =•••_.. _._ I C01-� F • / :..t...w..G.'.,,,: s..,...;......: P :F 11.0` •° V I ,._ _S O LIQ.: \ ::.. C�� • ! . . , . WATER LINE • ,... . ±.... :..: ..,..:...• • •s..�.y. • O � r• -- � .—.p.._. _ Q • ®1 � ..p..• •= 0..1..•1...0..• ...i...r..4.. . ,, e• NES^� !Jr;`� 5 I r 1 T01t'Vf�! CODES • _ _ _ n y 4 t 77 • z�,, T E AN I I • S REQUIRED �R CONDITIONS OF • _ ' _ = c / DW • e p. ..7.. ;.. OPOSED :::.::,.. ...;..?1..:"i' • \ ST �JG TF;EL TO �'� SMO'/EC V / ,. .. .... :: z , : ... �... _ ,..:°:.i,�:...a. a �,� TEST HOLE cry,-•,�,r<,:�,.,,.,��n N/0/F • ` •• p �...;..• 4..,1" ..�. ;.... POOL 1...;...., - JOSEPH FLOTTERON III ��/ • z.. ..._ •.h..p ;...t.... y.,,il ,.; .:i es• c r • • n n r� n t r' n •.,::;u.^'FD &• NORA FLOTTERON �p� ....:......:... .. O MEASURES An Minn n„� 2 x40 p..;.,•.. ,;b4= • c e TEMPORARY EROSION CONTROL MEASU TEST HOLE DATA 6/5/14 ELEV.+ 10.11O / • = q••.. . CASE �.a:::€.^`” � r'S, e e 1 FT. DARK BROWN SANDY LOAM OL A.� b,,jgW T ,:: GATE a PROPOSED HAY BALES SILT FENCE �, , a 1 ^ • i.,;, .'i wtiti?.'.1�,s f-X STI' ,. e• AIL 2 5 ._...�.._,_... / • :::: :::'::::' �' .:.,...,... 1 n.. � �:,?L�`o- _,.r:,. TREE NEW 5 FT. BROWN SILTY SAND SM ••:••• NG CONSTRUCTION SEE DE .. , .:..�. �..:..d...i...i...... :'.r�y'.4.�'k•fi ee° DRYWELL FOR POOL EQUIPMENT T D RI _ ,1 ;.,Y j•^ ^ EXISTING UTILITY POLE PROVIDE NEW UNDER GROUND ELECTRIC ! = �`" AND UTILITY LINES FROM HOLE TO NEW POOL HOUSE / • IG SSR - '" ' s :`�'.ti h•••4..q. : ;•••i... .. = 4 ' • NEW POOL EQUIPMENT ', 1 •° 8.9 FT. PALE BROWN FINE SAND SP W • /{�/k,/N� Fs.•- :.;.:.:. ;` ' ',K".:. • WATER IN PALE u ti;.s i= 'mak: PUSEL?, .Iz..a.. r..r.._..q • l71'"_•.—•- �.".,�,4.'.^.. n.,2�t' .: ,••..f...t•..�,..j.:Y r...,...7 .1...:..4. 'h• '`h •• / /rte�,.. •; Qj:>..;:.><>.' .;..... .:. • BROWN FINE SAND EXIST '� �:?_,� / r...�... :. _G••a. .•:�:Ft t:? sv ND SP 1'I s'' •` .., e0 �.. TWEE TO 5,- REMOVE--, 4/I�S�:'{:�..:;:�:�.�.,,:. .i... tai h• `�y. a,.. ,..a�: i :v• STONE ,Lr':12.J ° e T BELOW SURFACE-WATER ELECTRICALCONTROL ;...< y e 8.9 F EXISTING PERMANENT STORM WATER RUNOFF CON • PIERS �'H' "`'' ' '� 14 \ rT. -' a Wit.:T:=; .S: . o, • 4;�,�� .: .�;�? � ', '.;::�;;;v::,ti.,.._ �.. .,,.,;:�;;� . ®e ENCOUNTERED, ELEV+1.2' pnt� :� p ��yye•9 MEASURE APPROXIMATE LOCATION OF EXISTING / 4*, :;:; :- ;.<r:;,; r�,.:,, •.., 0 • T 3v .. { N i-i FROM RESIDENCE / • DRYWELL FOR RAIN WATER RUO RO • O u>*::.�• •' :• , ,,;;^ •, ,4 • PLUMBER CERTIFICATION • I .; s / T �.r� - ®e ON LEAD CONTENT BEFORE NEW SANITARY SYSTEM FOR LP / e• 1 w "E DA07FA CERTIFICATE OF OCCUPANCY EXISTING 4 BEDROOM RESIDENCE WITH BASEMENT • / �'' P e• 06 Z - (1) 1500 GAL SEPTIC TANK (ST) ts— • / XP 6A O 10 a®• SCTM # 1000-118-05-2.2CD Q SOLDER USED IN WATER - (2) V DIA x a' HIGH LEACHING POOL (LP) \ °°e / LP N-y�' • EXISTING TENNIS COURT ANVOT - (1) 5' DIA x a' HIGH EXPANSION LEACHING POOL (EXP) ® / �� 000 5URFAGING TO BE PROPERTY: 175 CLEARWATER DRIVE °' SUPPLY SYSTE��C —� EXCEED 2/10 OF i%CEAD. ee /� COMPLETELY REMOVED ADDRESS CUTCHOGUE, NY 11935 a e o LOCATION OF EXISTING SANITARY �� • 12 ee•e® OWNER: DENNIS HICKEY w —I• w z 3 x SYSTEM TO BE REMOVED �• • I`'.; \ / •• / •• NEW SANITARY SYSTEM FOR POOL HOUSE W. 1° 1 BUCKINGHAM COURT a Z • ST. JAMES, NY 11780 o LIN O� TRUSTEES JURISDICTION y; "`: :•: ':_: • N !61 55 10 •• a N c� / • WITH NO BASEMENT $ GARAGE YV BASEMENTLO - ••� b 17.49' • - (I) 1000 GAL SEPTIC TANK (5T) SITE: 52,664 SF = 1.209 AC g w. N °x EXISTING PERMANENT' STORM WATER RUNOFF CONTROL7 ', .,:": ;:< '' :`:` ;`: .,::`; \ � •• ZONING: R-40 0 . ' e® - (5) 8 DIA x 4 HIGH LEACHING POOL (LP) Q MEASURE APPROXIMATE LOCATION OF EXISTING :'::;' :` •' EXISTINGee - (2) 5' DIA x 4' HIGH EXPANSION LEACHING POOL (EXP) (FUTURER: NATHAN CORWIN) SURVEYOR: LS DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE '. _:^`.`_;.t<= XP ® DRIVEWAY \ • • e •• •�� PO BOX 16 V) C0 14e ®• EXISTING SHED TO BE JAMESPORT, NY 11947 EX15TIN(5 ENCLOSEDPORCH OF RESIDENCE EXIST // / 00 ®s ° REMOVED FROM SITE LICENSE # 49273 •• •e DF-MOL15HF-D AND DW CO ERE PORCH DW // ®•°••• •e••°® DATED 10/10/07 NEIGHBORING / GARAGE NOTES: ... / \ 0 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM •.yh�' N/0/F SEE ENLA C,GF_,� �COJ,_ EXISTING ELEVATIONS ARE SHOWN THUS: N ti ;.',.•::: ►. ?::;:::::,:,:;:< .'::....;:`i: JOHN SPICER Of Eln. D: EXISTING —s — 1s G CONTOUR LINES ARE SHOWN THUS: ...... ;..;:...,:.. l s " & KATHLEEN SPICER # 2P F.FL. — FIRST FLOOR Q5 SAS i G.FL. _ GARAGE FLOOR T.B. TOP OF BULKHEAD n D x /'- s F_ 4t; u� "STORY A B.B. BOTTOM OF BULKHEAD 1„pw „ �b 3 T.W. _ �S z: TOP OF WALL J I I >::U > B.W. eorroM of WALL .. .... ... ........ . ......................... �. a k U) � EXISTING UNDERGROUND r :' ..ARA » WATER LINE 01e LINE OF TRUSTEES JURISDICTION � �.. ,■,,.. \ EXIST � ,,,<,:,;,,,,,,,,,,,;,•w`;Iy PATIO LOCATION MAP PROJECTNO:r s LOCATION OF EXISTING ' a1402A � \ \ \ \ \� ® ::`.� *A SANITARY SYSTEM TO /,' '/' / / ' //'/ B \� BE REMOVED DRAWN B / � '' /% �% / EXIST Creek / /O�oveters' / �' / �'j' UT �\ / / / / / / 4� \ \ \ \ POOL /i' /•/ / /./ 3 \ \ afe /�j% CHECKED BY: \ \ ICK E T EXISTING CHIMNEY / , ;/�// / �° R 2 \ \ \ \~ _� \\ PATIO. gyp TO BE REMOVED ,�j,. /�/.” �a !,, f/�/j j TS \ �• � 3/13115 c bac\ \ 'E9GE�F WOLANDS� D -BYE � �0 �� 1�. ��;� EXI5TING SHED DATE: \ J.M.O-ENVIR0NMz_i� CO G g TO BE REMOVED \�iERVrICES ON�EPTE1NBEf\ 08 �� k \ j 'jj j ; SCALE: EXISTING COVERED PORCH OF RESIDENCE / //, / IX it Pec"ic Ba ter,, rs TO BE ENGLOBED TO BECOME INTERIOR y W L/Nr ►tllE \ \ N U \ r; SPACE OF RESIDENCE, 106 5F /' / / „ tOnR ;'/ SHEET TITLE: gTER MgR�ONG APp �c , FlAC \ \\ V 0 ��rz / ��// k 4N 10 ARCNT m \ \, EXISTING PERMANENT 5TORM WATER RUNOFF CONTROL X10/07NIGy x ' MEASURE APPROXIMATE LOCATION OF EXISTING 9 ° DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE S I T C TEMPORARY EROSION CONTROL MEASURES /, d PROPOSED HAY BALES SILT PENCE 'Iry PLAN DURING CONSTRUCTION SEE DETAIL 2-5 �� •, j� � /j X / S 47o24'1 0" E S 87 56 09 W 15.00 22.90 �0 Fr 'QSr /// '/I gTjNSTjy S 42'35 50 W SHEET NO: 7.70 N 81130'01 W G� ck• N 71 59 39 'vr 56.55' 51.49' L/A p L-A- GO ON SCALE: 1 W-011 N10/F JONATHAN PERRY, JENNIFER BURRELL BID & PERMIT SET N\ . \ \ . \ \ . \ EX 1 STING FROST PROOF \ YARD HYDRANT . \ 12 11 10 \ N 42'35'50" E f"'(� ,P�`Y--,,7" l'NE \ 4�h.77' �_ = - - - - - - - --- - - - - - - - - - - - - � '' - - - \ EXIST q PROVIDE UNDERGROUND /� \`\\\\ 13.0+ 1 \\ PONE w O Z p 0 DRAINAGE LINE FROM ,' \ i DW I / LLQ in � m DOWNSPOUTS TO NEW DRYWELLS , \\ __-It 4x8 / / EXISTING 5RAV5L \ 0) 0 D 14 I-\ - Q N I\ 4x8 / �\ �' EXISTING TREE - u � / F- i DW i ` DRIVEWAY \ -- ' I. T \ .'� \� � \\ TO REMAIN TYP TF,''- / - -------_ \ \ tiO 11 , ,�-, --� =Xl-- - ----- 0 Lu = / W UNDERGROUND WATER r; _ 10.5+ IIIIIIIIIIIIIIIII C.) .�_\\ SIDE YARD SETBACK LINE - 00% IIII- � / I LINE FROM EXISTING 1 �- �' \ S ;� �i- i WATER SUPPLY AT F --- / _r � \ \ - Q • \ �.:j% i I PROOF YARD RANT / I `NgY�ARKING ' -- \ F U � \ _ / / NEW UNDERGROUND ATER * AREA EtRcl '� � .. i I / / I LINE FROM EXISTIN W ER - M d •.\ / I / / GRAVEL 5UR�C�_ \ \ ,\ SUPPLY AT FROST ROO\ MATCH EXISTING \ L&JQ 111%.. • • � e • • • . • e . e . . . . • • �• ee • • .I • • • • • • e • • • . • . . •� •J✓e • . • • • • • • • . • e • • • . • e • • #y/oq • • • • . 1e •1s/� ISS-I�'� A�lfee • e • • •- • • •1• • • • • • • ee � • e ` \ \ ® O ''� e i i � _ '. NEW PARKING ` JI• \ W w NEW UNDERGROUND •'%. e e / i /' _ _ // ___ - AREA.ASPHALT \ '�- ELEGTRIC AND UTILITY I ��.• / i / --- +10.S SURFACE � w 1 , \ Lu LINE FROM EXISTINGN. ' , . /1,-- - / - � .� � _ � UTILITY POLE TO NEW IEXIST IIIIIIIIIII �'• I Axl-_ ; %'> - - 1111-- / / - - ` ._ . . „». • z - ..,` cn POOL HOUSE STONE >" � • YARD DRAIN / I - :X �"" ,' .1 RE -RSD I NG e \\ / `t A �/ \ Ulk- .� ` \ Q PIERS '• CONNECTED / / I ` ......................................:::::•::..:::::::::::;.........: :';::;::;;;=,::::::::::;.........:....._:::::::::::•::::::::::: , PROPOSED 10.45+ GO TOUR AS SHO \ t. 3 v. . \ I-.. \ TO DRYWELL , / i 1 .....:....... ;........_....;:.... ..,N,"e-....;..... : :, 4 FT HIGH-1 POOL III- = v, / , 11111 • ..� :�: ..,�; 1111...; ;1111..:: TI EE \�L-y Q �� � p UJ`�� _` \ e �._.....}..�......: ...: i ..i / // 1 : : j : ::: :..:....:...:..... 1111€ ENCLOSURE. FENCE r T D \ i.. ❑1111.. 1111..: :/4 :: : e , 1 i I.: r O B 1111 1111. �_ _\ / li / ............ ... isI r J I I ��IT T/F _.. . .: ,..._ .. ..i - 1 _ 1111. __ .._LL.gg r / \ _.........._.................--................... / / / i -�\ �' 1..a....y. .....:.....a; _... 1111.. _ ,.. ...._.j.._ 1111_ i':..... _ :':=1111.. _ r \ 2\ \ _.. : .. . .. .. ....................... _.. .. ...:::.'... 1111 e :... .. .:.... ......:.: 0 1111.: 1111: EXISTING . / / �.:. ;...........1 ....1 I :......... . ..1 1111. : 0.11: � " �� .. � .., �ML in / • ,/t. - 12.t�...;...._..., . : 1_........_....,:::::.i........... ..........._....1.....,......: •.-::::::::.=:.:::,:,:::,..... �.....;....�....;;. ,........ 0 � i \ STING .... UNDERGROUND / \ % :.�....:.....; `� .......................... 1 :::..... :_.....:.....; I D�V ' k� \ D I` / WA ER LINE �/ �. . . I' .2+ +I.32 I \`. 6 g .' y'' "\ \ T , , _.:1 i. i ; r UNDERGROUN e- .�111'1'.' r. .... / ` / , .- .... .. .....111'1'.' ....I•• .. .. - .. ....i.: .,.r - .. .. T.. ,1 ........... ............................................... .. �_ / :....•. ..•.'.....•.....•..:.-... 1\:::.:.. ... " ::.r.. ... . ";1111. - - ,I p WATER LINE • /. _1111., ,1,111 ;:: i �... \ y ;.. r ,111.1:.' 1 _: I ~-, , rT `\ / EXIST . / \ - _ - .i.... I I , ,. . ;>:•: / _1111 _1111. _1111 _.... Cl................... 1111 1,111 1111... ..; ?1, -.0,-....l.-:•:•:'>:':•:';.:'-. :::•: ..I �: i : I I I DN \ / Ill ...... .....; _.. ........_....... ..... I \ / - / 1111 ::. :..�\::- ..........: ,11,11; I I i YARD DRAIN. PIERS / / \; ..........:.. _...........i" I I \ /. 1';1';1'..' :':':•:;<1'1'1'1>:';:' i _.. t CONNECTED :.:,.:.'.'..:.,;.;...•.;.'..,.'.;;., ..........✓ - :.....,...._ I..........j _ I _ . ..'.•.....'..'............. 1111 ...:...........i- . : e / r ;..\ ...;::.:: \ • - I TO BE REMOVED : . _ ....: \ : _:-:._....:.....; TO DRYWELL tr I IGH / e r / ': >?` ... PRO SED '- _ I X15TING TREE r ;1111 i :. .......:: I T _ / _ . _ / r 1110:<':.:>::: YF I I - - 1 ... IN �' I...! e - T POO I L Ox 1 r 40 r - 1, I ,...%. . .............: .. 1111 1111 11.1 1111 1111'. 1111.:'. 11.1 1111... 1111 1111. 1111 .': 1111. .: 1111 .. ....- 1111;.�. -1111.: 1111..: / ............-... :.,.... it I : r .............. ...... ..:..:......`.:...: : 1111.. 1111.. 1::.::::::`.. 1111.. , 12 .4 I 1. Q # J' e N , �' 1'1.1•;:'>:'-.10x0:»' SEES ET 4 - _ O. / I r j,- 1. \ ::: : E .I. , _ EW PAFt`'INC CV .'-01.1-.'.•.•.'.'.•:.•.• _. _.. _ >-.1111:<:::::: ;; /' T/F 01'1'1' - - N :<:... - -- ...._.. • I ::=10;1'1' .':_. ..... ,\... :.L..i / YARD DRAIN1-1 ,.•';.':•.'.'.'-•.•-•-•. REA 1'HALT / r '.'...........- .1 ._.... _ 1.111 _... _ _.... - '' 11.6 Ill ... ... ....... .. 1111. ';�. ... 1111 1111.. 1111.. 1111 1111... • 1111..._.. ..........•....,.' - - • I /• �I I 1111. 1111..• 1111..' ........ .. : : • 1111. 1111. :....>... :.� 1111. 1_111... 1111... / CONNECTED .1111,..-1111 '.'.•.'..'.'.'.•-'1.10.'./.'.-...'1-::':-:1:-:1: U& G T N •.'`� I , ��. '�I '-p:.: �`. ..�::© I , I IN ERGO NEGT \ I _.,,...... ,:. -_ :. 11,11,:. / / TO DRYWE L \ -11- .. . :: ... Q L ,,.......... C3' ..ti.,...' _ '::. . DRYWELLS WITH _.. ' I f I / t , 11;1;1;:>:.;::::.:..:..:.:.:.:.../..;.;:;:::::;:::;:'::':;::::<::: "1.....:.W...;._L. .... ........:... :; I• :::... I ��- :................... .. / / \ = ft .-___ 1 '� DRAINAGE PIPE / / , / : I;......_'::... ...._.;1..111....; .....1 ::......:...... I _ `\ `/ / ; i. .1:. .. , PROPC7`-�EII..... PRO 'QS1=D: yg _ 1� �N /'• NEW UNDERGROUND _..i t.. ��• _ \ I :::0;;: 1;1:. :` : :' \ .......... L................ SEI :::::::::::•:: .. I :...i :i _...1111..:..;::'..t........._.... . / G / _.....................................................................I..... PR�C�PC7. ................. . ..... tERR,4G1* SSE. TERRAC>~ EE.. - PITCH DN - 3 T/F �,T / I , �.:..:............... ,...,.; :I ;1111., 1 1 :.L.., _ � ......;. .... r , \ P ELECTRIC AND UTILITY / NEW ENTRY WALK m I :. _... • : 1 :_::..... ....-..... . : ...........`•:,- +13.75 1 I -.1111 >; 'C7G�L;:;HC�U- .:.;::::-.1;111; :....._t.._.....I SHE T-'#3 GENTS LINE ......� _....�.L..f H I f'..:# - • i i - 10.2 i'' LINE FROM EXISTING 1- ..%......,-.•.•.'. . _ .... - - .•.. I,.... ,:..'.'...:111,0. ,-...._......_. .., ,...._...-11.11; - I -.1111::' -::':.:.: '::.' . < >:-`.,-.*.,.*:? ,2,.,.. .....a...:.; ;........_.:.._........:f2.2+ ;..:.... .: ;.. ...._. ..:........1111; ,..:......:..L........:.; ;: ....._.:.. II:Sb+ +10.55 ' ,� _=' UTILITY POLE TO NEW .1-lo, / II.q I 12.2 :...,. .•/<':•:,:..�.FL,:12.3:'::«':'>:•::•:...... , 1 t ........_1111 .......................... \ ���\_ . _ �- .0............................................ .................. : ... . :.. ..: : : :.. ..: 11 : .1-,..... r r ,..•.,1;111... - - - , - •>.• ..1 ,.. I T.. _ `\ _ It - ` GARAGE .-'.,,'.,• 11.1.'<:>' .1111 1111 - - - - - .. >' : _.. _ _.. y . \ ......... ....1111. ...... ... .... Z / r W .......•:..'.•,.'„1111 : : '.'.'.'.'.. 1111; : .....:;.. ..1 ............. .. I I , \ ..1 ..�.: •.I... I - '� L- PROVIDE UNDERGROUND / J . / r t 1•. ..... ... ::.::::.. - 1.......... .. - o I E?CP / .... .......•.. 1111.1 111.. s....1:: /' M T/F .•.,',.'.'....'' :° x8/ to Q• 1111; ;1111.; �(;�' Z 4 / I I / ► :.',:, r :I I _ 4- , LINE FROM �, 19 1111.. ;........ 1111. •' . : DRAINA GE V .::.•;:';:'.-1,010»-.1.10: I FUTURE I ....•......';.•,.''..•.' :•: F_ . r ! 6 I _ /• O ) +11.6 I. ! I I 0 T • -�" "- \ DOWN5P T t / _1111 '.�...:..........` _1111 I /F _�. _ - OU 5 TO NEW DRYWELL r ';;1;111:: C'S _1111 _1111. .ice ' .. • -� \ ..�. �.... 1111. 1111 - ...' .... r - ... .. I _ - o \ 1111.1111. 1. ... :.� ..... .... ...... ., ••j..: :.,� j..: _ :.� ..�..i..j - .i - I. - 10.45 _ tt II 9 _ \ J a / - . /t ...X11'1':>:'::' ... r... .... I - V 0 .... :: :: ....... ..... .. . •'' ..i ,� 1111; ....:,... a rr. /� V ::: 1;111::>:: ..: .. 111.1. a / , :,'.'.'.. <:':':':'.::-.X111::.-. 1 .....:: .. - / PROVIDE CAST IRON J• '� / -, .1111..-1111-111,1... ._.. : ---- I - .•.. •. ..........._/::........ .. 111 1. •... . .�::.�::..... 1111 .. .r ' W 3 x •, I / I ;....;;;.;1;,1;1;1:„;;;.:.;.;.;,:;;;:;;;:;1;;;11;1;,.;1111 : . : . PR0V1DE1 U IDR R UND : ..:.. 1111.'.. .. .....� - ' , _ / • IL w z w \ ,.'.'.'.,' ,.•,,.1.'-'.•.'.'.'.':....... / " ......._.. ...... DRAIN COVERS IN :..... I ` r R�/�/ / e .I :......::::::::::::: ..:. .... :. U O T :....I::.... . ; ,I / \ ... ....:. ... : _... / ;........L�f�... .AGE- L.11 ;: M ..:..... .�.:.... i I , • r PARKING AREA }- W w o / / ,I / 1111.:...............:.....,,......<:.. i.....:...: . .:... . PO L GOV ..... -,i I......:...:........ . I , +10.55 +10.55 , / r M / EXP \ • \ ,':.":•:•:;':•:•:a:•:;;:•:':>::::'::';::::.;...;. ...., r WNc?P:OUT!!.. .AN 1.. :y L..; _ ...L. I / r a N c� ,I \ 1111. :: ::::: I...:.. " i DRYWELLS TYP �� 1?< / \ - ............... ..... _.:. DR IN .:.....: ... /•� 0 / , I / --.....•.,'.•.•.'.'.'.'..•.•. .....•.'.'.'.'..','.'.. _1111 : : I ; I ,.::..'.'. :':.'•:'.:'>:<.:':.•>:':•:::':':':.;.;.;.;.. r W. r = a I ( UTURE) \ : \ t9UTDb0 2 SHt WE �: { ..•�.:_::::.:.;:.:.:':';:....".: ,.•. •.'.'.•.•::.'.'.'.•.•.'.•.•.'.'.'.'.-.-.•.•.•.•.'.•.'.•.............'.,..., r \S M AGK INE >•:''•:':': >:...;.;.;.;,...;.;.;.,.:.,; I i : SIDE YARD SETS L } ;_..._........ I TEP GO NEGTE ,_...f 11;11. .., :................... ......................................... ` X11'1' .'. ... 1111. .. .,`.:.:..:.....:, ,••:-.1X11..,,,.,.,.;.;..•.•.•. ... .: :: .. 1111-.•, ... .. . . •1111 •1111, ::-.-.:'>:':'..-.',:-:-:.X1---. ........._1 111 ......... ...._..........,I .._.:........ . 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': ... ..."..•..••..•.... 1 1 1111 `'.'`;'. ............ 0111;.,. ..,.'.•..;.,.•.'.'.;.. - tU \ , __ • \ ....... - w 1..... __-- -----------------•--- \ •:'.'i;.;:}; ...;.;.,1;:,:;:_:;::1:-?}:}ii}:: .: 'ii:;i:<,i:{.::;:;:;1.10.•.-1 111,.-1.10.,.-.•...... r / lfl ll) // \\ 13-� I I ; \ ------ \ ...1 L ICS �J -- i n I I I / \ I 1X11'♦ / >..<-..;..:::;::::-.1111 \ r / \ ,1111.._., I. 1.1. \ 1 ST 1 :.....:..........;.......... / .,:;::;:>:':;:;:;:;:;:<:::::;.........,..•..,.\:.-...,..:. r AI�ZOMATIG POOL G01r(ER -.11;11;:?: «;'1 < :•:<•:.:.:;;':;<'>:':'::::•:,'...' . / e \ \\ I 1 : :..........-..• / _:=. 10 4 <';:•'........' .......:..•.........'........�..:: LP r ....,...,,.,.....•...... r ..::..•. '.. , of hlE,I/ -p r-�F=.T-r' : IrC- y , BILGo DR/�,�! CONNECTED TO r \ "' / N 1111 -:{ -::::<::::::':'>: :::::::::::::=::: ;: ► \ �,_ � y 1111 ..................... • / l r \ • : ::*» >::::::::::.:::::.."::I*-%;..:;:;:;:;:1:;.:;:<1111:;.;: S 42 35 50 W 242.04 y \ L- ,-� = DRY _ _ / I :?:�:? I... »I........1::..1..;::::::::::::::::>: 12 • . r t ecb � 0. .G \ / Q� r._ :'?:46':•:'is C:i:''':•:.:....•''••-- ::•:•i,:.:.:-::':-:'i:•:':•:':•::':•:•:• J LF r C k 5 / �'j z- ID _ I r_ E 1X11:s::�::>•:.'�:%::�:�:>::�.�>:�::::�:�:=>:�:�:::�:=:-:�:'>:�:�:�: 1111... YARi�\SETB „ , 1111': '"' .� �• nuv , cn v,, `,.--- / / `\\ ,� _ / AGK LINE , /, - \ ; °� 4:� + `,1� "; 4 . e !O � \ - �/ \\ // REGRADING - NE +q Q EQ LG e t \ \ �T- / /�� ;;I verify e I LP -----=-= -------- r LP t / CONTOUR AS SHONN \` y \ • \\ �\ / ,'/ �cc/ 018350-.,. EXISTING SHED TO BE � , \ i I ► /,•. \ • \ \ / �:__\ `ST �; DEMOLISHED AND - _ \\ / / - _ `�- ' ` ' /' .-- �i fi, REMOVED FROM SITE . '",�-__'./ • /' IS' ~TE a 20' 2B' \\ 15'-10" /' 4-�' `\ /\I- / \ /' �\ e �, - 7, \ - / e \ \ ,--------- -, ; t \ / `\ PROJECT NO: 1111111- �lilljllllllllllllllll 111111111, -i // PROPOSED ---I II • • DW I \�I ST �' --- - LP_._. -/- - - - - - - -4 i- -SCP _ _ 1O 1402A ; ,111111111 • 10 ' •of ------ --------A\ e / }` Q , \ / \ (FUTURE) , DRAWN BY: ENCLOSURE FENCE - *. 4x8 / - d \ \ / 00 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . • . 0400 • • • . 10 'flu --- UT SEE ENLAROED FOOLI I - -_ CHECKED BY: S 44'43'40" W � � TS FLAN SHEET #5 LINE DATE: II EXISTING TENNIS COURT YARD DRAIN 3/13/15 5URFAGING TO BE CONNECTED NEW POOL COMPLETELY REMOVED TO DRYWELL EG2U1PMENT SCALE: if _ 'I' - 0" EXISTING TREES TO BE REMOVED SHEET TITLE: NEW SANITARY SYSTEM FOR POOL HOUSE NEW SANITARY SYSTEM FOR GARAGE WITH NO BASEMENT 4 GARAGE W/ BASEMENT 1 PROVIDE UNDERGROUND DRA I NAGE WITH BASEMENT - (1) 1000 GAL 5EPTIG TANK (5T) LINE FROM POOL EQUIPMENT AND - (1) 1000 GAL SEPTIC TANK (ST) ENLARGED - (3) 8' DIA x 4' HIGH LEACHING POOL (LP) AUTOMATIC POOL COVER DRAINS TO - (3) V DIA x 4' HIGH LEACHING POOL (LP) T - (2) V DIA x 4' HIGH EXPANSION LEACHING POOL (EXP) (FUTURE) NEW DRYWELL - (2) V DIA x 4' HIGH EXPANSION LEACHING SITE E POOL (EXP) (FUTURE) PLAN M U IN -M A ft I I Jill V5 1 r Al it 9 E No L A I'a RL 'o% E I mm") """ I me" E " Lm m- SHEET NO: SCALE: 1/8" = 1' -0" It I Mir% 0 mcm11A1T GCT OUTDOOR ELECTRIC OUTLET TYP PROPOSED 30' 4 FT HIGH POOL ENCLOSURE FENCE +10.55 L7 >, VERIFY TO ��/ ARCHITECT EXISTING OUTDOOR LANDSCAPE LIGHTING, PROVIDE / i ' TREE", LOW VOLTAGE ELECTRIC LINE SURROUNDING LIGGT HT FIXTURE 4 ELER I CAL LEGEN GRAVEL ��EE%% DRIVEWAY /l POOL TERRACE WITH SWITCH AT POOL HOUSE (LI) UNDERWATER POOL LIGHT FIXTURE i INTERIOR DOOR - OWNER T PROVIDE IGHT TO O L / 2 – SPOT LIGHT 6 L6 T� ) FIXTURE ON TRELLIS FIXTURES AND TRANSFORMER M TO (L5) PENDANT LIC7HT FIXTURE ON TRELL15 / ......................._........�........... .... ................... .................._...........I.........:.:•:,':: CONTRACTOR OR INSTALLATION TYP 10.4 • F L6 L6 i '« = WER / I..._..........I...........I __.... .....................: _ € _..._......... ...........I ...«.......... .. (L5) TERRACE PA HWAY IGHT HOUSE :.................: e.................. ; ;.............._...; ;.............._... T / 151_Q11 i I I �c// ....... ... 8' I�"x�2"xL'T DUPLEX OUTDOOR WATERP ROOF OUTLET......... ...` �.fK ST,� • .............:....... .... ....... ..........L5 EDS.NC ON.GO�G� SL4B '� .i Z Lu YARD DRAIN ` ' I r / W YARD DRAI x \ N CONNECTED «I. / -•� v - - ;, \ I I.q8 T/F _ 4 CONNECTED :......:.. ..__._.:......_..................:...: :............I._....:......«......................_ «.«....«..:......_..................:...; _................ ..........._. «..« :.. ...................:..._ /:.......:.........._............................... TO DRYWELL _ Q — �" DRYWELL � (' .........1.. i ....../... � I ............ " __ _ _ I ..._... — _ 4_ _I;-..--.. ...«. Q j I.................. 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IQ V I NG AS REG2�J I-I�.E , IIT I _ _ 1 5�.prB -�I bX� l:C�/Id W1NM i i ! {.. .; �T TERI�:AGE••-i ;... ...` \ LmJ i I 1 ,:::> .. TARN ...i.. � -�..\ L..... .. ....................................... — ---- — — ,: ...................... 1 T� T�+�I<II P�+IVING PAT ..............'.'.• —— _..... L........................................ ,45 GW1�1.... I I r.i TRELLIS POST TYPICAL .._..... li..« ..... .........._..... _L .........._.... I _.... w I L i - I- \ s ••f•••• EE SHEET �+ I 8 «Y ............. ...... ... . . ........ .. .............. ............. .... ... . . ... .. ..�........................................ II II II .............. ................ ...................... .•.'.'. .. x'l2 x2 T K STONE # «............... PITCH �_'•......€... j 5 E \ �I N...... 0 i 12 LI2 •L2 2 I• � Q I ► I 1 I ::::::: _........... _........ _........... .. _. E .......`.... _ ELECTRIC ...... ....... .........•.............................•... .. x \ i' ........................................... .......... ............. .. COPING BULLNOSE_... _ ...... OUTLET TY .......... ....., .............•..,.,,.. EDGE ATP L TYP - - ...................... ........... .......... i ::>: PR' VIDE + ?;' G• IN: POOL I Z O H / I 1 - 1 +-- I... .: •'�`I�(J��`I R B� FOR / Q ,.....,.. _ .......... _. _ _................. ........................................... ..CZE .....« ..i_. ...° °.. JJIR I� AT . Lu . ..• ... POOL � :..: ....... = I..� ....... .i ..° ' 1 `' E TE FOOLI R�'P©aED I L.._.......... 5l....QN k._..... .:...................... ....... uj _ _..._..........'.......... .............. :::.. SKIMM ...........I..':::,.. .. ER RETUR ..I YARD DRAIN ...... .... .. .'.':,.'.;:•;»:•:; INLET R IN _s .... L TREL L. ` 1 ASO�XE I CONNECTED TO .. ..... , E DRYWE / SHALLOW END SEE SHE T #g I T� LL O _....... I II .. 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H I i .S i 5 z /" i s = s i i i I d I .ice i I II i u I i i i I i i i Q /� I ti. P 4 12 x I = f i 1 1 1 :PTC Z i ........ «,,:. .� 12.2 .......... .... .. � D .. ..1....... ._.... I.......S.T.Oi�E. GING O A I •� — cn r - --� — — ti N I I s SEE .............. j': I L.. ...... ......... � I• ... 1 ��- � .,, • �� NG OSURE ... ... . 5 OWER E L ..I •NG I ;I f Q ..I i a .� ..... ...... : : ... ... 2 PI G H DN # 1 I T - DETAIL H _...� L_ . _ T Its::.•..:...:::..:.:.:... H Q.kVIER-. �. .. , -- ►- z FIRE IT II. 8 ALIG. IG AL r ,. 2.O ::I": ..... ' / \ tj ...... / P � «z i : \ A 5 - - L� 5 L i P ROJ EC T NO: i + \ = 1. . \ 1 1 1 / / 1 / 14 f — 1 1 I DRAWN RAWN B PROV I DF'�A U�1C.i I Y: _.l1�LP QLL_ BY ZURN .Q O ZE DRAIN COVER BR N D i r• \ i 2 \ �•.•••...••I BOX FOR AUTOMATIC POOL :...........:.... I STRUCTURE BELOW :':':'':' :':':":"`:::•;'::'':;`:''':':':'''':':';:'':':'':':'»:.:.`:':.':';';.:';. ZB400S-55, GONNEGT� TO �. \ _. i FOR _ UT \ / •� \ ; COVER SEE MANUFACTURERS PAVING AS REQUIRE D AT G L :.. UNDERGROUND DRYWELLS TY A a i•• . CHECKED BY: \ i'� SPECS FOR SIZE AND STONE TERRACE T� \ / EG2UIREMENTS 10.45 S::' TS I \ R \ •... t....... / II it II ILY ' .�L5 11`G•: 1�.i.� :...... \ � 24 x32 x2 THK STONE POOL DATE: \ / \ 3/13/15 I FIRE PIT GOPI NG W/ BULLNOSE EDGE 00 COVER I \ \ i SEE DETAIL >d4 T AUTOMATIC FOOL SCALE: \ BOX TYP _ _ -- - --- - -- __ _ - - 1-6 _ - -- — — L6 1/4.. _ . _ .. -- - - 1 0 2 56x4 SHEET TITLE: GATE \ – -- -- - - ---- - -- -- r; , IST \ 12"x-72"x2" THK STONE -/TRL�� - - - - -- \ EDGING ON GONG SLAB TYP �' —" ,� —,� POOL � --- -- -- -- - -- -- -- _ __ __ _ NEW POOL L'7 EQUIPMENT PLAN W \\ i (2) 36x48 L6/_ _.._\L6�i GATE � \\ SHEET NO: EXIST W OUTDOOR ELECTRIC 1 Q PROPOSED TREE U) 4 FT HIGH POOL ' OUTLET TYP ENCLOSURE FENCE Llh I m L A P"' LAImmm- PROPERTY LINE SCALE: 1/4" = V -0" BID PERMIT ET . PROVIDE CONTINUOUS POUR BOND BEAM AND HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE BELOW FOR PAVING A5 REOU I RED AT STONE TERRACE TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JOINTS - TYPICAL 2' Q SURROUND FOR POOL i LANDING PROVIDE DRAIN WITH DRAIN COVERS CONNECTED TO 5UBSURFACE DRAINAGE DRYWELL5 TYP 5EE 5F2 ui 5WIM OUT UP O uj Z w c p LI LI PROVIDE STEPS INTO POOL WITH r2 EQUAL- RISERS O v TO BE CONSTRUCTED A5 A MONCLIT IG STRUCTURE _ 0 CONSTRUCTED WITH THE POOL STRUCTURE WITH NO P GOLD JO I NT5 UNDERWATER v POOL LIGHT V 4 FIXTURE TYPICAL y- LLJ O Q PROP05ED NEW SUN 1 TE � 0 SWIMMING POOL Z DEEP END 20X40 SHALLOW ENDIL Q X W/ MARBLE DUST FIN 15H O (n Fw- m zuj Q 0 4 Q w > v O Z L , ti 6" I'-I" I' 40' w LI LI PROVIDE DRAIN WITH DRAIN COVERS UNDER CONNECTED TO SUBSURFACE 5WIM OUT WATER POOL LIGHT DRAINAGE DRYWELL5 FIXTURE TYPICAL PROVIDE CONTINUOUS POUR BOND BEAM &UNITE Z STRUCTURE W/ REQUIRED REBAR FOR THE BOX M � FOR THE AUTOMATIC POOL COVER TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE I _ _j o CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JO I NT5 L— W J• ul z w x _ ~ a z � 2' k4 PROVIDE CONTINUOUS POUR BOND BEAM AND W• a N D o HAUNCH W/ REWIRED REBAR IN POOL STRUCTURE 5 M G W• N = M OOL F� BELOW FOR PAVING AS REQUIRED AT STONE 9", TERRACE TO BE CONSTRUCTED AS A MONOLITHIC Q F' SCALE: �2�� — -01' STRUCTURE CONSTRUCTED WITH THE POOL y STRUCTURE WITH NO GOLD JOINTS - TYPICAL SURROUND FOR POOL AUTOMATIC, POOL COVER SEEI MANUFACTURERS SPECS FOR SIZE AND REOU I REMENTS 12"x72"x2" THK STONE POOL GOP I NG EXPAN51 ON JOINT W 1 TH JOINT FILLER W/ BULLN05E EDGE AT POOL TYP EXPANSION JOINT WITH JOINT FILLER ANDof NC AND SEALANT TYPICAL PROVIDE STONE PAVERS TO MATCH TERRACE SEALANT TYPICAL �P�� ��'o OVER AUTOMATIC POOL COVER BOX WITH I C)PROVIDE STEPS INTO POOL WITH 5 ECUAL R15ER5 perpS C SSI/ STONE PAVERS ON MORTAR 5ETTING BED ON REQUIRED 55 SUPPORTS FOR PAVERS TO BE CONSTRUCTED AS A MONOLITHIC STRUCTURE STONE PAVERS ON MORTAR SETTING BED a 4" THK GONG SLAB W/ 6X6 10/10 NW TYPICAL ANCHORED INTO POOL &UNITE 5TUGTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO ON 4" THK GONG SLAB W/ 6X6 10/10 WWM z ���,+ 41 ,� GOLD JOINTS TYPICAL GRADE TERRACE ��o 0103,roA , SHALLOW END PROJECT NO: 1402A PROVIDE 30# BUILDING PAPER UNDERWATERPROVIDE 30# BUILDING PAPER BOND BREAK TYPICAL POOL LIGHT PROPOSED NEW &UNITE m UNDE WATER BOND BREAK TYPICAL DRAWN BY: FIXTURE TYPICAL SWIMMING POOL FIX POOL LIGHT UT PROVIDE HAUNCH IN POOL STRUCTURE FOR 2cX40 RE TYPICAL CHECKED BY: IV- FAVIN7 AS REG2U I RED AT STONE TERRACE 12 TS I I max PROVIDE CONTINUOUS POUR BOND BEAM AND BOX FOR AUTOMATIC POOL COVER 5F-F- „ , HAUNCH W/ REQUIRED REBAR IN POOL STRUCTURE ATE. 3/13/15 D MANUFACTURERS 5FEC5 FOR SIZE AND DEEP END BELOW FOR PAVING AS REQUIRED AT STONE SCALE: REQUIREMENTS TERRACE TO BE CONSTRUCTED AS A MONOLITHIC 1/2” = 19 - 011 STRUCTURE CONSTRUCTED WITH THE POOL 3 5TRUGTURE WITH NO GOLD JOINTS - TYPICAL SHEET TITLE: PROVIDE CONTINUOUS POUR BOND BEAM &UNITE STRUCTURE W/ REQUIRED REBAR FOR THE BOX I max SURROUND FOR POOL FOR THE AUTOMATIC POOL COVER TO BE UND15TURBED 5UBGRADE T1'P POOL CONSTRUCTED AS A MONOLITHIC STRUCTURE CONSTRUCTED WITH THE POOL STRUCTURE WITH NO GOLD JOINTS DETAILS DRAIN LINE FROM AUTOMATIC POOL COVER BO>C TO DRYWELL PROVIDE &UNITE FOOL STRUCTURE TO BE COMPACTED GRANULAR FILL COMPACT IN 1.211 " LIFTS TO a5%' DENSITY. FILL BOTH SIDES OF WALL CONSTRUCTED AS A UNIFIED CONTINUOUS SINGLE COMFAGTED GRANULAR FILL. COMPACT 5TRUG7URE CONSTRUCTED WITH NO GOLDJOINTS EVENLY TYP IN 12 LIFTS TO cI53b PEN51TY. FILL BOTH TYPICAL FLOOR - 6" THK &UNITE WITH #3 PROVIDE REBAR5 A5 REQUIRED SHEET NO: SIDES OF WALL EVENLY TYP / REBAR5 AT 12" OG EACH WAY MIN TYPICAL UND 15TURBED 5UB6RADE TYP ' HRU P s I 0H, ,' 0=�m SCALE: 1/2" = V -011 BID & PERMIT SET GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Excavation and removal of portions of existing driveway surfaces 3. Excavation for a new building foundations (+/- 3 ft below finished grade) and swimming pool 4. Construction of a new building foundations and swimming pool 5. Construction of a new building structures 6. Installation of on site drainage structures (permanent storm water runoff control measures) and septic system 7. Installation of underground piping from gutters downspouts and terrace paving grates to the drainage structures 8. Filling and grading of soil above drainage structures and septic system W 9. Installation of new underground site utility lines 10. Construction of new terraces and trellis structure 11. Excavation and removal of soil for new driveway surfaces Z 12. Installation and grading of new driveway base O 13. Existing driveway surface area grading 1-- W 14. Renovation and repair of existing driveway surfaces 15. Installation of new landscaping plants, lawns and automatic irrigation system 0 16. Refinish of all driveway surfaces ® LU _ 17. Removal of the temporary erosion control measures (silt fence barriers) H LJ b SITE DATA ® V TOP OF GRAPE Soil Classification: See Site Plan Q Receiving Waters: Little Peconic Bay Contractor: N/A UJ Q GA5T (IRON FRAME AND COVER TO ® 0 GRADE (A5 REQUIRED) POLLUTION CONTROL MEASURES TRAFFIC SLAB (SEE PLANS In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment W FOR LOGATION5) control measures including, but not limited to, the following shall be employed during construction: U) >=Z LUQ A. Existing vegetation to remain shall be protected (by Installation of construction fence or other approved means) and shall ® � remain undisturbed. N z B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are W — exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in O 5' DIA DRAINAGE BASIN, accordance with the soil conversation service recommendations. ti Q N ® ® ® ® ® ® ® ®TE SEE PLANS FOR HEIGHT C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are r' J 3 min ® ® ® ® ® ® ® ® o completed, or if construction on an area is suspended, the area shall be seeded immediately. W w a. Seed preparation scarify soil if compacted, remove debris and obstacles such as roots and stumps. N a ® ® ® ® ® ® ® ® w b. Soil Amendments IU N ® ® ® ® ® ® ® ® °- 1. Lime to ph 6.0 ® ® ® ® ® ® ® ® BACKFILL MATERIAL TO 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) BE GLEAN SAND AND c. Seed Mixtures ® ® ® ® ® ® ® ® GRAVEL 1. Temporary seedlings 50' MIN. z a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) BUT SUFFICIENT TO KEEP - GROUND WATER b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in SEDIMENT ON SITE October/November. Z +`s 2. Permanent seedlings - See Landscaping plans '` HAY BAIL AND/OR PERMANENT STORM WATER D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from SILT FENCING cleared slopes. ad Z a RUNOFF CONTROL MEASURE E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. N Q• C, CD o.. : STORM DRAINAGE RING TYPICAL Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until _J �. o 9. construction is complete. o ° W .:.. .. :.... ....... ...... ,. ., F. LU - stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads The � a Z p ,•: ...;...:.�,.,. .�, : ::..,,... : ::' , :• ;;:. "`:::`'::: :;,, .` ;WIRE FENCE W/ FILTER CLOTH construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be W. M W' '';•.' o ( a N c7 .': rem ed on a ail i N O •;� removed or clean d bass UJ. UJ Y >:w:..�•. ..:'::..�••. •'.::;=':�''�.r',,•:•�.. .::::: .... .�•...:.r1, .;.,..; •:�•;:�:':;::.:::..,.:�:..:•..:;; , .. � •:•,:::.. ;:...>:.:::•.;:.:;... ::.. ,,, a UND HAYBALE G. vats. Drain g Inlets installed on site shall be C.'. z O r Bo All runoff shall be retained on site in accordance with local regulations and appro a e ' � M � .,.t. •, '•, � � W Q H• v � 0 '•�. � � �•��:�.'•.'::.:�::••'��:��•'�•:��'• � protected from sediment buildup through the use of appropriate inlet protection. t:: �:• �:;" � � P p g Q ::'••:,.r•' :•:::':.::. '...�..:...;.....r.,..........,.,.••.,..:.........,.: ...::..:.>:.,..::.;:.•.•,G. ;:�. ;..:_,,:.>;...'-;',.;:';:.:_' .::::'.::.'..:.':.:..•.._'`.•.'.::.•.:.•;C: l::.;•�...`..:;'..�,:�:.,•>: ...t ,::. . ., , Ji SURFACE CE N N^H. Appropriate means shall be used to control dust durin consrucon.DRAINAG FLOWMIN. I. Sedimentbarriersand other erosion control measures shall remain in laceun i upland areas are permanently,t .: .. . FILTER GLOTH o > 6 BELOW GRADE w stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be L.7..- .t .1• 1. •,-,.•:•, l" •'4 U N •.4 ='R. cleaned an fl flushed ed as necessary. .:.:: t ;;;.::.:'•; t:'• ;; :.,•:..: / J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections :,.,: :..:.-..: .• must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance METAL WIRE FENCE W/ :' �.:;: ::•" ` '' ' ;,r; :....._...•- . CLOTH AND METAL measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of �P� OF NC 0 -FILTER POSTS 10' MAX SPACING sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. O`�As c su,G�'� K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debriis and ;i` ,��o CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED „ ,.•' 1% „e II " K �-t 4a; !(`I) fl 1 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. :'' �� toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as a't I FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. }y , " ": shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically ' '; , k clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. h. Q1,235 0AOfl � ANGLE STAKE INTO p PREVIOUS BALE The contractor will report an required modifications to the SWPPP necessitated b field conditions or construction activities to PROJECT NO: SURFACE DRAINAGE FLOW 1402 p Y q Y the Engineer/Architect for revision of the SWPPP where appropriate. PLAN VIEW 2"OR 2" X 2" STAKES I-I/2 REBAR,5TEEL PICKETS A i `� �� " DRAWN BY: • � .� � - 2" IN GROUND DRIVEDESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE UT ��¢ ... FLUSH W/ TOP OF BALES CHECKED BY: Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete TS k u k IBOUND HAY5ALE5 (ABUT TO j k k ,ADJOINING BALE TIGHTLY) septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and DATE: . .,. siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor 3/13/15 `..HALEBALE TO BE EMBEDDED INTO SOIL MIMIMUM OF 4" AND BINDINGS paving materials. SCALE: PLACED HORIZONTALLY Waste materials shall include demolition materials from the existing building structure, unused building materials and products, NTS EXISTING GRADE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste materials will be temporarily SHEET TITLE: WRAP SILT FENCE UNDER HAYBALE stored and dum ster shall be emptied week) b a private carting company. R O A D AND DRIVE STftKE'. THROUGH. p p Y Y P g P Y• SWPPP CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED DETAILS HAY BAIL AND/OR 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. TEMPORARY STORM WATER & NOTES SILT FENCING FILL T01 B"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. RUNOFF CONTROL MEASURE 2 EROSION & SEDIMENT CONTROL DETAILS CROSS SECTION SHEET NO: TEMPORAOR Y C 0 INSTRUCTIONENTRANCE SCALE: NTS BID WIND-BORNE DEBRIS PROTECTION FOR OPENINGS M07 3 STRUGTUR,,NL Rf=VIEW BY 5TF-\/E: MARE=SGA, �� FOR WALL OPENING PROTECTION OF 120 MFH WIND GUSTS 188-07 WE5T MONTAUK H I CGHWAY, HAMPTON 5164%Y5, NY I I cf 4& MAXIMUM MEAN R001= H I CHT: 5�') PHONE 651 X28 �f�I-�O / 51MP50N LSTA - 20 GAGE l RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY e - s 2 x 6 TIE a EACH RAFTER r \ IN VIEW of STRAP. CLASSIFICATION DESIGN CRITERIA: I \ e - ICE SHIELD UNDERLAYMENT S I NC7LE FAMILY RE5 I Dr-NT I AL SHUTTER ASSEMBLY I � � REQUIRED - 24 FROM E061= DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. CON5T UGTRIONNMT�NUAL FORRIAM2 FAMILY HOU5E FOR PANEL SPANS: O < 4'0 WIDE SPAN I HEIGHT PRESCRIPTIVE METHOD 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I 1 e ALTERNATE POSITION OF 55'-0�� MAXIMUM W ASSEMBLY: I HURRICANE CLIP USE GROUND SNOW LOAD - 4•S P5F. Z I - I 51MP50N H3 i ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL 40 P5F. L.L. F- #lOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 P5F. L.L. LLj WOOD SCREW � I6" O.G. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ~ ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 I ° CLIP NAILED. FROM ' RAFTER TO STUD. - WIND SPEED - 120 MPH 0 #10 TEE NUTS ATTACHED TO BLDG. w/ #10x11-I/2 ( W/ WASHERS) I I FIRE AREA MACHINE BOLT 12" O.G. a I 5-8d NAAILLS Ac END SEISMIC DESIGN CATEGORY - B (n = \ \ i RES I DFNC�: X WEATHERING SEVERE CD Lu APA RATED PLYWOOD TO FR05T LINE DEPTH - 36" e e - EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS a 4" O.G. AT EXTERIOR EDGE OF ALL TERMDEGAIY 5L I GHTRATE TO HEAVY � 1 SHEATHING. ® V e� I TYPE OF CONSTRUCTION J GONV�NTI OVAL L I CHT 1=RMf= WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES = UJ Q I e CONSTRUCTION m O ULTIPLE SECTION ASSEMBLY: 1�' ' 1 1/4" THICK BOLTS (p 2' 00 O �W II " 1 GENERAL DOTES v� Q RON 11 1)'- i� I - I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRE5H WATER SUPPLY I I I I 1 I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE W w I 1 I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q I I 1 PLYWOOD 5HEATHING CON5ERVATION CODE AND LOCAL AUTHORITIES. Lu I I I i - I ; TO .OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN V j BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. Q 1 MfPSON MST2'1 V I I I 1 1 1 I va" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Lf) ( , 1 i METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W 1 - 4 °� 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASSENIBLY DOABLE TOP DE51GNED AND SPECIFIED BY OTHERS. Z I ( I � I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL2 x 6 ®I6" O.G. PLATEI i I STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 1-1. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE . ( I 1 I IS. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 1 1 i 1 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I I 1 I INSURANCE NECE55ARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. 2x4 STRONG-BACKS ® 24" OG I,�' I e�' AT ANG OR BOLT 4 - 8cd NAILS OON5TFOUNDATION HASDORDERIN6 OF BEEENN DESIGNED AFORIAAS501L15 la. DO NOT BACKFILL AGAIN5T FOUNDATION WALL5 ASSEMBLY: ' I I I 5IMP50N M5T2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 11/2" IWIDE - :20 6AGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT I METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I°{ ' dONCRETE SLABS TO BE COMPACTED TO 15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING 5TRUCTURAL PANEL: FASTEN TO BUILDING w/ 5d SHEATHING To SILL PLATE #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ,Y 8NAILS ® 4" O.C.o.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06Z • c le WOOD SCREW @ I6" O.G. '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21• SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q !P 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ';;'fr. � 2 x 6 SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS q.0 FT AND OVER ON EACH LEVEL OF DWELLING A5 REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) ACO mZEATED. -. t' BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. g am MACHINE BOLT @ 12" O.G. 7:: N a 0 SEE FOUNDATION DWG. =� +. ,. ti MINIMUM OF 2-2x8 OR AS 5HOWN ON DRAWING. cv FOR DE516N. .<;,y;; :., 5/8 xc I2 A.B. 048 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W J •w z a w/FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT ='Q Z" '��� �. PENETRATIONS ON5 � .f NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W .� ui WINDOWS - GLAZED OPENING HOUSE BE UPGRADED WITH HARD WIRED a. PROVIDE FLASHING AT ALL ROOF BREAKS, Q cm a o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W N 0 IN ACCORDANCE WITH LARGE MISSILE T O ' D DECK5 ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY -^ ASTM E igab AND OF ASTM IS 6. ANSTRUCTURE DESIGN. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD D01IVN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. N PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD co PANEJACK 1-05T5 , ON SITE SITE. + SILL PLATE. SHALL COMPLY W/NY5BC CHAPTER #2304.c1 b FOR THE INSPECTION OR SUPERVISION OF LS TO BE MAN LABEL LOCATIONS ON EACH PANEL. TH15 CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RE5PON51 BI LI TY OF THE CONTRACTOR. 0� NElV✓),o 10- 0 NAILING SCHEDULE FRAMING NOTES .................. TAKEN FROM 2001 EDITION WOOD FRAME GON5TRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d ® 4" '��, orssfl 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d a 12" o.c. o BETTER. INTERMEDIATE. 51ZF-D FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 5�IZE5 „ PROJECT NO: h 2. ALL SHEATHING TO BE APA RATED, EXP05URE I, 5/8 II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING RAFTER/TOP PLATE 3-Sd (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1402A o Io O CEILING JOI5T/TOP PLATE 3-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: CEILING JO15T/PARALLEL RAFTER -I6d (PAGE NAILED) F-XF05URE I, 3/4" MIN. THIGKNE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING J015T LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. and 1-1/4" strap)' NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o t10 RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER J015T TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CONNECTIONS. 3/13/15 TRIPLE UPRIGHTS. ALL HEADER5 SHALL BE A TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. a STUD/STUD 2-I6d (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA • h HEADER/HEADER I6d (PAGE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JO15T5 PACIFIC, GPI 5ERIE5 WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOI5T5, GIRDERS AND SHEET TITLE: 0 @ r:zl 6'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR 100< o X45 BOTTOM PLATE/FLOOR J015T 2-I6d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED -8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDG NIG/JO SP PLATE or GIRDER 2-Sd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL �jh5toir5 etc. OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" NOTES & GABLE ROOFS BLOCKING/JOIST 2-Sd (TOE NAILED) BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 7. DOUBLE UP FRAMING UNDER Al-L POSTS AND PARALLEL loo o C'30 0 100< o <,45 LEDGER 5TRIPBEAM 3-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOI5T ON LEDGERBEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS a W O.G. BAND _1015T/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED M5-TAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 0 o PLYWOOD ROOF DECKING Sd ®4" O.G. EDGES, ®8" O.C. FIELD "TECO" OR APPROVED EQUAL. to < o <,50GALVANIZED MACHINE BOLTS 12" O.G.. SHEET NO: STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHING Sd ®4" O.G. EDGES, ®8" 0).0. FIELD cl. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. PORTIONS of PANELS IN HIGH PRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. ED6E5, ®12" G .C. FIELD BUILDING CODE A5 A MINIMUM. ALL 2X6 STUDS 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT A►N D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. MASONRY CHIMNEY w/5TONE V1~NEER TO MATCH FOUNDATION CLADDING. SEE 5PE05. PROVIDE LEAD STICK FRAMED WALL5 ENCLOSING TIMBER FRAME. THRU FLASHING 6 COUNTER-FLASHING PROVIDE 2x6®1611 EXTERIOR STUDS w/$/a" PLYWD. MASONRY CHIMNEY FIREBRICK, STONE SHEATHING, w/30# BLDG PAPER 8 5HINGLE SIDING. HEARTH, AND INTERIOORR STONE PAGING. IN PROVIDE I" SPRAY FOAM INSULATION ALL EXTERIOR 8'-O" 26'-3" 8'-O" STORAGE ROOM, PROVIDE FLAT FRAMING 8 SURFACES # BATT INSULATION TO SPECIFIED R-VALUE 40'-0" FRAM NG DIMENSION LINE OF BUILDING ED6E BELOW 8'-0" 24 O" 8'-p" OUTDOOR SHOWER ENCLOSURE w/TREATED WOOD FRAMING w/Ixb 51-51181-1011 8'-10" 1 8'-10" 3'-2" 3'-5" 4'-'111 T46, V-GROOVE CLEAR CEDAR 00 01 SIDING w/TOP GAP. PROVIDE CAST W GONG. BASE, PLUMBED TO DRYWELL CW145 FWG12 611-4 CW145 W C125 (2)q-1/2 LVL HD OVER TRANSOM -------- ---------------- ---------------- 11 ----------------- - ----------------- - C125 _ O` 0♦n -oo 00, I I ♦ V I I I I IMBER FRAME S RUGTURE � i i v/ ♦ 30x80 II I I INEERED, FA (GATED AND I I _ i I 30x80 - LU 3: I i i ERTED BY VE ONT TIMBEf� veli i i= I I U I U It I I FRA K SEE 5P G5 d 2x10®I6 i i ♦ i i X � ry+o ® V I t- R.R. ♦ I 1 ` / 1 I ry �. 1 l Ire, I I I I rocf) rl Q 4m IT 2 j REOREA I N ROOM t- O m 'x dJ STORAGE I j = WET1 TOILET = iA x ROOM - m I I WOOD FL OR ON /4 PLYWD. I I BAR ROOM SUBFLOOR.♦SEE SPECS. It' I I I CABINETRY 5T I I I I 1.6. PLY51 I I W X CABINETS PL1�51 O' O ooF 01 UJ ry1� K it i i .���Yi 2x10®Ib" 1 2x10@I6" ♦ i i I i ' i in I.I. �I `,1� R.R. R.R. LLI ------------------ - - ----------------- I ------��------- - -------- -- ------ C125 -------- (2)1-1/2 LVL HDR OVER TRAN50M C125 Q V -- ------- JNS�_ FlNG120611-4 I CERAMIC/STONE TILE ON GONG. SLAB �} �/ W r 41— 111 ('_ 111 4'-8" �2'I '-8" 10" I 10" I IN IN ASPHALT SHINGLE ROOFING ON 30# BLDG. PAPER ON 5/41' O THK. PLYWD, DECKING ON 2x10 ROOF RAFTERS BELOW. FL V% PLMN SCALE: 1/4" = 1' -0" PROVIDE ICE S WATER BARRIER AT VALLEYS AND SCALE: 1/4" = 1' -0" WITHIN 2-" OF EAVE EDGES. PROVIDE RIDGE VENTS w/WOVEN GAPS 656 SF PROVIDE 4" OGEE PROFILE ALUMINUM GUTTERS AT LOWER EDGE OF ALL ROOFS, CONTINUOUS, w/DOWN5POUT5 AT APPROVED LOCATIONS o5 Z N Q• M � a '4 I J G• O � 401-a" o W J• w z 3 x I = Q LU Z Lai. 24 8" 81_011 W•Film M � a Q N 0 sq JI .1N Q THK. GONG. FOUNDATION WALL ON W• N 20"x811 REINFORCED GONG. FOOTING Q D BEAR TERRACE SLAB ON SHELF 411 WHERE APPROPRIATE N N 8" r- -------------------- -------------------------------------------t------------------------------------------------- -------------- -, 44 .. I ___ ." .•. 1• ' I .:, . .. ORAWL SPACE i I I ------------� 1 11 ----------- ------------ :• 1 Y '_________________N ------------------ 2-3 I 2" LONG. SLAB ON SMOOTH GRADE I I ��OF NEtV - - • - ---� � - -� - S1 1 1 I 1 1 i g�P��g C. $,4`,Obi- I 1 1 Q-1/2" ®I6" TJ I'-4" I'-4" 11-411 I I �•'� I 8'-8y 11 I 8'-8y211 I I 11 i Gig)C.•`�,�`��• i ! 6-2 ®I6" TJI ' 1 .a -✓ 1 II ri 4•' i i i i i .� 1 I �q_I/211 LVL GIRDER, +- _ _ -�•+ _ _ I d dJ I I ---- --- ---- - -- --- PROJECT N ' P O. POURED GONG. OR p 1 jl 1 i ' _ 1402A GONG. BLOCK PIER DRAWN BY: I ! ! GONG. BLOCK N ON 24"xlb"x81' GONG. m I �.• I � I FOUNDATION � I �... I !�, I L-------- - - --- � � FOOTING CNP i f TCS 1 CHECKED BY: �I p LOCATION OF TIMBER x •;. N N 1 - P05T5 ABOVE DATE: I :.•. I_____________________ -----------__--- _ _r ___—___—_—_—__________---_ __J 1 ------ 3/13/15 SCALE: --------------- -------- ------------ ------ ------- - -------------------------- - ------------------------ - ------ ------------- ------------ 4'• _ 1 0„ - -------- r------------- - ----------- _ _ - ,.. ;. 7777-7777 - SHEET TITLE: 11 OPERABLE FOUNDATION VENT (TYP) 4" THK. STONE CLADDING ON LEDGE 1 4-I I POOL BELOW GRADE OF GONG. FOUNDATION HOUSE FOWIMUA71wN PLANb SCALE: 1/4" = 1' -0" SHEET NO: BIDDING PERMITS A B i 14'-$y2" MA,SONRY CHIMNEY w/STONE VENEER TO �; MA',TCH FOUNDATION CLADDING. SEE 8' O" SPECS. PROVIDE BLUESTONE TABLE ON - Lu op STONE GLAD LEGS. PROVIDE LEAD THRU% T �. f FLASHING 4 COUNTER-FLASHING .i Z Lu F- IUD W ASPHALT SHINGLE ROOFING ON 30# BLDG. a PAPER ON 3/4" THK. PLYWD. DECKING ON 2xh0 ROOF RAFTERS BELOW. PROVIDE Q ICE 4 WATER BARRIER AT VALLEYS AND - ♦n WITHIN 24" OF SAVE EDGE5. PROVIDE VUJ AV RIPE VENTS v4/WOVEN GAPS Ixb PVC, FASCIA ON EAVES 4 RAKES, w/Ixb ® V FRIIEZE BOARD BELOW r----- ---- ., PR(OVZ)E STEP FLASHING AT ROOF/WALL INTERSECTION (TYP) m O C1 5 C1 5ThCK FRAMED WALLS ENCLOSING TIMBER O - - FRAME. PROVIDE 2x6®I6" EXTERIOR coa CW145 FWGt 2(611-4 CW145 STUDS w/%," PLYWD. SHEATHING, w/30# CW145 CW145 O Lu 20 1 BLDG PAPER 4 SHINGLE SIDING. Liji m v a NS FLARE SHINGLES AT LOWER EDGESW W a � STONE CLADDINC7 ON FOUNDATION WALL - 3: \-5/4xb" CASING AT DOOR/TRANSOM UNIT FOUNDATION BEYOND i i i i W ri rl z L--------------------- ------------------------------------------------------------------L--------------------j L---1-----------------------------------------L----j EA""T E�"mLE"Ar'ffATluo"% ir'k ' SCALE: 1/4" = l' -O" SCALE: 1/4" = l' -O" A Z to V) a• M I C a I J C• 0 � ` QO WJ• wz3x i w ~ Q Z LL � Lu• U � ui In Q N W• N x Q �• U U) U 12 - E it Ixlu CEDAR LATTICE ABOVE SHOWER: ' Ci 5 C 5IF-IF ENCLOSURE, w/'/4xb" CEDAR GAP ABOVE WALL PROJECT NO: FwG12 11-4 1402A Ixb T$(5, V-GROOVE CLEAR CEDAR FINISH ON DRAWN BY: EXTERIOR ON 5HOWER ENCLOSURE, ON TICSTREATED WOOD FRAMING 1111111111111 HillCHECKED BY: DATE: 3/13/15 SCALE:1/4" - 1' - 0" L � L SHEET TITLE: -------------------- S vft� U I POOL i "" Um" H 6ELEVATION, vi I t T Em L Em"Y'A`11 to 3% N- SCALE: 1/4" = V -0" SCALE: 1/4" = l' -O" HOUSE SHEET NO: BIDDING & PERMITS PON ULI Lu Z PROVIDE BLUESTONE TABLE AT TOP OF CHIMNEY FLUE W U) elLm a ♦n V O ASPHALT ROOFING 5HINGLES w/BO# BLDG. PAPER Z ON 9/4 THK. PLYWOOD DECKING. STICK FRAMING U STONE PAGING ON MASONRY CHIMNEY. BEARS ON TIMBER FRAME. PROVIDE BLOCKING BETWEEN STICK 8 TIMBER FRAMING, SUFFICIENT TO PROVIDE THRU, COUNTER, AND STEP cY IN5ER7 FINISH MATERIALS BETWEEN STRUCTURES 0 FLASHING AT CHIMNEY J V � a Co LEM O �_ > PREFAZRICATED STRUCTURAL TIMBER FRAME, ' LL FABRZATED AND ERECTED BY VERMONT TIMBER W FRAMIE5. SEE SPECIFICATIONS ® uj 12 _ cco a GEDAkR SHINGLE 5I5)IN5 ON BLDG. PAPER ON r/8" 10 =ry N ASPHALT ROOFING SHINGLES ON 30# PLYWID. SHEATHING ON 2x6 MI6" O/C STICK 'p W FRAMING, WBATT INSULATION AND MDF INTERIOR BLDG. PAPER FIN15HE5 MIFa V 12 CONTINUE EAVE OVERHANG �6 ACROSS FACE OF GRO55 GABLE W r PROVIDE HURRICANE 5TRAPPIN5 A5 REQUIRED BETWEEN FRAMING 2.. - -� COMPONENTS t= p /� -7-( ® 1- I\ I\ l"t I --JH O M --- VINYL GLAD SLIDING DOORS, WFIXED TRANSOMS ABOVE. PROVIDE (2)2x4 Q FRAMING BETWEEN UNITS O 1� E! ! ! WOOD FIN 1 SH FLOOR ON g/4" PLYWD. O III ! 5U5FLOOR ON WOOD FRAMING PER ° L� TO I T FLOOR PLANS � STORA69E TILE FLOOR ON GONG. SLAB IN _ I Z. TOILET ROOM °� Z FLARE SHINGLES AT PERIMETER N Q BEAR GONG. SLAB FOR POOL a O TERRACE ON FOUNDATION SHELF W -j• W a Q Z LL - -- -- ---- ----- -f: W• LLr &M a N s iy w C O 04 =N \ a,y f REINFORCED CONCRETE FOOTING 8 \ \ ; •'.k, \ \ \ \ \ \ \ \ ° 11, / �� • Gam' 1�1� SWAGE 2 GONG. 5L B IN RAWL SPACE = / /IN51DE 4 OUT FOR SUPPORT OF FLOOR / 2 GONG. SLAB IN CRAWL SPACE � FOUNDATION. PROVIDE SHELVES \ ��•• ` m \//\ :.;; " ;;; /\\�FRAMINS STONE VENEER / ';;;� / f w•L / 4• F • ' ....'..' ..... a ...... ': •.• ., .. • .i. vu' � ::�J.I. ... •I.•5f.•:1: \ \ \ \ ' ;4': ;;'';: .;,>: � ::�:?:;,fit •:._.:,:.•-.. \ \ \ \ \ \ \X/\ \ \ \ \ \ \//v @52" ANCHOR BOLT, \\ \\ \\ \\ \\ \\ \\ L \ \ \\ \\ \\ \\ \\ \\ \ \ ...... .. . . \ \\ \\ \\ \\/\\/ / y\ � ,r/\ /\ UNTERSUNK w/3x3xy2" WASHER I- X / \ \/\/\/\ �//� ////// //�\N\// // / // /j� / / // / / EACH CORNER. PROVIDE /\ �\\ \\ \\ \ \ \ \ \\ \\ \ \ , TREATED WOOD SILL PLATEMASONRY FOUNDATION FOR G}{IMNEY./ //\ / j\//\ / / \ // / OF f�Ebv \/°V\/ D 1\�EN\/ A\/A \/ \/ \/ //\ � yo /\\ \\ \\ \\ \\ \\ G�� ! 'd N //\// \//\/\\/�\// PROJECT NO.: 14O2A "' N B m I L Dok I N 03% E C T 10 N- UILDIPME ' S E C T I DRAWN BY: .' SCALE: 3/8" = V -0" SCALE: 3/8" = l' -O" TCS CHECKED BY: DATE: 3/13/15 SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION SHEET NO: BID & PERMIT SET 22'-4" 14'-2" V-4" NON HABITABLE40 AGGE55ORY U5E5 INGLUDINS STORAGE AND WORK5HOP W C C C = F_ Liu z Iii- f --------------------------- -t r I I 1 _ 1 O loll ROOF COVERING AT OVERHEAD I II'-o" I 111.011 8" THK. GONG. WALLS AT ! •' 1 � IUJ (oil BASEMENT ACCESS, w/GAL DOORS, AT LE55ER SECTION. PITCH THAN MAIN 4 5TL. STRINGERS 4 TREATS f cV e ROOF. SEE SECTION. ! •` I II i I 1 WOOD 5TAIR5 I 1 Q dJ 1 1 1 V 4'-0" J 51MP50N 15" WIDE SHEAR I I Q WALL AT BOTH CORNERS m TW30410* Q1 25 - ----------------------------------------------- -----------J 'r•• I t '•�' I------------ -7 O (2)2x HDR I �------ 1 r-------------------- '-- ---------------J Q ---------' W 0 >= F_ 24" POURED GONG. RGEj i i '.!� I ! j r V♦ Q F 2x10@lb" 2x10@1611 i TO GRADE I II—"1/8" TJI/560 MI6" O.G. '" 6" POURED GONG. SLAB w/6x6 /#6 W.W.M. R.R. R.R. _ i I ; FLR. JOISTS ABOVE _ •'�. I w/3" VLI-20 GAGE VULGRAFT M TAL DECK- =ry W I O I i i h O I :.i'. I 660 GAL\/. FINISH, TWO SPAN G NTINUOUS I U 1 I 1 I I I O t I Q I d) I LO N PROVIDE 8 DROP IN d) NON HABITABLE I I i i v FOUNDATION AT ALL J ACCESSORY USES DOORS U 01 INCLUDING STORAGE !XIAND WORKSHOP PROVIDE 5/e," TYPE "X" GYP. BOARII7 ON _ I'. -a I I I 1 WALL 4 CEILING I' I II I .I I 11 ?i I i I , I JL. Ln 3 0 x3 0 x 1 6 POURED ,1:• I ------ ------ GONG. FTG. w/(%#5 I I I W REBAR EACH WAY, 4" ! ":: I z I ABOVE BOTTOM 4 O.D. 5TL. ------- ----- I ' COLUMN-50HEDULE - r; 40, w/GONG. FILL ♦o Xk N C - - - - - L _ _ I:. - - - - - - - :1.41 - - - v� .J I O A(5 i _ I I I _ ®V _A� I i I i ( w TING _ I !` ; 4" THK. GONG. SLAB �= +�0T REINF. w/6x6, logo WDM1 .k'' ry dry/ —T— i i I ---- dJ I ;:?• I j � I'. , in �' �/4" THK. PLYWD.I5UBFLOOR ON F.J. -------t-------; ILII I I I ,;: otf Z Q I I j I ., I 10" THK. REINF. CONG. I I I M I I N WALL w/LED6E ON INNER y Q ! I EDGE FOR SUPPORT OF I i I - I I I v •:LS ; .-______ t: M STRUCTURAL SLAB ABOVE 1 ---- N J y a o c4O i I I I 1 ! ; Imo-IO"x20" POURED GONG. Lu tl`.. L1,1 J• 3 x ( 1 ml " FOOTING REINFORCED w Z w = REBARS W• , o ry I I I I � ...I I I '�•• I a N 0 `� YELLOW PINE STAIR 0 I _ YELLOW PINE 5TAI w/RAILINS PER I I I 2 5 }. W L: w/RAILIN. xl 1— �, SPECS. i I I IL 1 I ! ? p ! ! Q E- j I I 12)11-7/5" LVL m: I •..i.: W --- - ! ► ; I I i i In I I I I I _ I .,I,:. I � � � � CANTILEVER METAL '' _ I I o - (V I DECK 36" MAXIMIM ; O I I I I I i' I 1 I I I 1 I I (� I I I p O _I r I i i i I i �:• Z I In I � I - �'�j� � O � U1 1(212x DR I ___ _ t ------------------------------ ---------- TW3 410* I I I I 1 L__ ,, . .. : ..:• .... .... ... . , ------------------------------------------------------- -------------------------------- --------------------------- W ry PROVIDE LIQUID APPLIED Or NE y I I I DAMPPROOFING ON EXTERIOR S L `-_-- ------------I FOUNDATION BELOW GRADE, I" �tiPs 'q THK. GONG. STUCCO ABOVE RADE r0 CEDAR SHINGLE SIDING ON 30# BLDG. ? '- PAPER ON %" PLYWD. SHEATHING ON 13 241_61' 41_3y 2x6®I6" FRAMING 2 II 0/ 350-1 I ROOF SHINGLES ON g/4" PLYWD. I I v' DECKING ON SHED ROOF OVER DOOR, 22 O SUPPORTED ON BRACKETS I S PROJECT NO: 1402A DRAWN BY: TCS CHECKED BY: DATE: 3/13/15 SCALE: I V__1jLA1m_ k 2 m A E F L 0 1 Kom` 1,0-2` L I'Al ml'M' mm BAS MEPMET "" LM114- SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET TITLE: '148 5F FOOTPRINT WORK SHOP SHEET NO: BIDDING PERMITS C D I6'- y2" I I I W ASPHALT 5HINGLE ROOFING ON 30# BLDG. Z PAPER ON 5/4" THK. PLYWD. DECKING ON .. 2x10 ROOF RAFTERS BELOW. PROVIDE W ICE $ WATER BARRIER AT VALLEYS AND t WITHIN 24" OF EAVE EDGES. PROVIDE I RIDGE VENTS vi/WOVEN GAPS //�� O 71 r(n Lu FLARE ROOF FOR SMOOTH TRANSITION -4 AV - v U BETWEEN PITCHES --w Z Aar& TW3 410* Ixb PVG FASCIA ON EAVES RAKES, w/1x6 V FRIEZE BOARD BELOW - NQ -ry 3-I/2" DEEP BEAMS CASED IN PVC FORfn --------SUPPORT OF BRACKETS. PROVIDE Lu-�,n Q m ------- --------- - --- ----------- V-GROOVE PVC PANELING AT SOFFITS _ _tom_------ LOFT FLOOR m O - AND CEILING AT OVERHANG �iy - CURVED BRACKETS FABRICATED OF b" THK. W FAINTED. ANCHOR SOLID TIMBER, FIE 07 F1 El 17 7 SECURELY ED6E5, [7 FO C1 5 FRAMING AND BEAM ABOVE INTO WALL - ♦^ I - UJ - 3'-O" INSULATED STEEL OVERHEAD DOOR5 w/5/4x4" PVC CASING, SEE 5PEGIFIGATION5 CEDAR SHINGLE 51DIN6 ON 30# BLDG. PAPER tV W ON %" PLYWD. SHEATHING ON 2x6®I6" 5TUD5 v J Ll FLARE SHINGLE5 AT LOWER EDGE5 V ----------------------- ---- - - ----------------- ------------------- ---- -- -- ------------I Lo Lo W I I I I I I i FOUNDATION BEYOND i i FOUNDATION BEYOND I IN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EST E L E"ul Am T I a ONI I I I i No OF rZ m T H EFLEVA I ION ,SCALE: 1/4" = V -0" i i SCALE: 1/4" = V -0" i I I I I I �----------------------------------------- ------------------j --------------------------------------------------------------------------------------------jiI 06 Z. C n V/ Q• !h � � a I � � W J• w 2 LL z W x ~ Q � W. w � Q N0 � W• N = M I Q I—• v ASPHALT SHINGLE ROOFING ON 50# BLDG. N (j)' I PAPER ON 3/4" THK. PLYWD. DECKING ON 2x10 ROOF RAFTERS BELOW. PROVIDE ICE 4 WATER BARRIER AT VALLEYS AND WITHIN 24" OF EAVE EDGE5. PROVIDE RIDGE VENTS vi/WOVEN GAPS 1 Ixb PVC FASCIA ON EAVES 4 RAKES, w/Ixb FRIEZE BOARD BELOW TW3 10* oF nfwy cy 5 C. S'q4,°P� <� �-Z�0� U� � e LOFT ----------------------- i_ 018350- Cj CEDAR 5HINGLE SIDING ON 30# BLDG. PAPER ON %" PL` YiV. SHEATHING ON 2x6@16" 57UD5 PROJECT NO: 1402A C 5 C1 5 C1 5 BILGO BASEMENT ACCESS DOOR w/EXTENDER C1 5 DRAWN BY: PANELS FOR, ADEQUATE HEADROOM ON TCS 5TAIR5 TO DASEMENT LEVEL CHECKED BY: DATE: 3/13/15 ------------------------------------------------------------------------------------------- -------------- ------- -------------- ------------------------------------ SCALE: r J i i i i i 1/4" = 1' - 0" rJ i i i i i SHEET TITLE: I I J I I I I I I I r I I I I I I I J I I I I I I I r I I I I I I I rJ I I I I I FOUNDATION BEYOND i J i I I LINE OF BASEMENT ACCESS STAIRS 1 I I FOUNDATION BEYOND WORK I J J SHOP I I r I I I I I E: I Ir-I 1 1 I I I r�Aaw--- i tLtvAm'F1u0"% m- 1 rJ I I I; SOUTH 1=11 UlmI -SCALE_ 1/4" = 1' -0" ___-__ rJ i i i SCALE:I 1/4" = 1' -0" --------------------------------------------------------1---- ---------------------I--BA5EMMENTf SLABI I I I ,7 �, r, � SHEET NO: I I I I I --------------------------------------------------------------------------------------------- 11 I-1---------------------� �-------L---------------1 ------------------------------------� BIDDING & PERMITS Lu ASPHALT ROOFING SHINGLES ON 30# BLDG. PAPER ON 5/4" PLYWD. DECKING ON ROOF FRAMING PER FLOOR PLANS W V t!) O Lu ,Z1 Z V J Ixb FV(:, FASCIA. PROVIDE PVC Lu Q SOFFIT 4 Ixb FRIEZE NON HABITABLE co 0 12 \ A00F_550RY USES \ CEDAR SHINGLE SIDING ON BLDG. =ry 10 \\ PAPER ON 5/g" PLYWD. 5HEATHIN� INGLUD I NG STORAGE PROVIWALL5Dd GEILNG,BD.COMPLETE N \\ ON 2x6@i6" O/G FRAMING AND WORKSHOP W O >= \ VINYL GLAD WOOD WINDOW F11PROVIDE SMOOTH TRANSITION BETWEEN ROOF PITCHES W LL LOFT PORCH/OVERHANG ROOFS FRAMED \ w/2xba I6" O/G RAFTERS w/TYP. W ROOFING. PROVIDE CASED BEAM 4LOFT � J V-GROOVE PVC CEILING V m 3/4" PLY FRAMING in 12 8 5/4" PLYWD. 5UBFLOOR ON TJI FRAMING - 1:211Ilk, 12 Lur 8 � I PROVIDE 5/8" PE " GYP BD. ON WALL 4'-O" � 6" THK. TIMBER BRACKET AND CEILINGFINISH GUT TO RAD I U5 ATTACHED L! SECURELY TOP 4 BOTTOM, PROVIDE 5A"l' IN5LL4,TION IN WALL5, z / / PAINTED FLOOR, AND OF e� 0 m O &A orf Z \ \ 6" THK. REINFORCED OVER EAD GARAGE DOORS PER \ \ GONG. SLAB ON STL. SPEGI IGATIONS co <. g \ \ \ \ PAN. PROVIDE POURED GONG. VERGE FROM Jam• oY \ \ SHORING DURING POUR GABA E SLAB TO GRAD FLARE PERIMETER 5 W J• 3 x \ \ W = Q Z LL ti•::i •t• •'r'" i. +Y: Y •l i•: M •7 Q � N (O N STEEL BEAM. SEE PLANS / / / / '.; u �/ W. " � LINE OF STAIRS BEYOND #5 REBAR, CONTINUOUS s xl2 ®32 ANCHOR/ \ \ \ \ NN BOLT, COUNTERSUNK GG ��II-�•- '�' � \ \ \// \ \ \/ "•'��� 6" POURED ONO. SLAB w/6x6 #6/#6 W.W.M. ' w/3x3xY2" WASHER BJIN I : ' \\/\\/\\/ \/\\/\\/\ A't:a•.n •'1 1 FROM EACH CORN / / / / / / \ // / / •, w/3 VLI-2 AGE WLGRAFT METAL DECK- G60 SIO" THK. POURED GONG. \ \/\/ '��•' - GALV. FINI , TWO SPAN CONTINUOUS 4" DIA. STL. COLUMN i� a \/\\/\\/\ I / / FOUNDATION WALL REINFORCED ;�: ` ' BAS ENTFILLED w/CONCRETE ON / //w/#5 REBAR ®24 O/G, EACH WAY,uREINFORCED FOOTING \ +;.:/\/ w/36" SPLICE (TYP). PROVIDE '' ' ` `; / / / ; ��< •,�,. / / / LIQUID APPLIED DAMPPROOFINGro \ \ \ 4" THK. GONG. SLAB ) / ;l: / $ f f- \ \ \ '; io \ \ \ \ \ \ 4 THK. GO SLAB REINFORCED w/6x6, 1(o WWM x.. �o \\ \\ \\ G� REINFORCED w/6x6, Ifo WWM \ \ \ \ \ \ \ `• +:: p X NJ ... v •/ G t- y4. �� / .1 .. .. . n:. .. .. IO x20 / 8 3.. POURED GONG. FOOTING• \ \ o':;? �•:.: \/\/\/\/ / / / / / / / / / / / / e.:.;e:_ ;p. REINFORCED w/(3)#5 KEBABS -t;��t•':..e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � :•o.:...`' \ F /i /i /i ,� / / / / / V / ✓ / / . // // , , , . / �i /i /i /i /i /i /i /i /i /i /iii /i /i /i /i \/\\/\\ \ \ /\\/\\/\\/\\/\\/\\ /\� \�/\\/\\/\\/\\/\\/\\/\\/\ \ /\\/\ \\ \\ \\ \ \ \\/\\/\\/\\/\\/\ \ \\/\\/\\ \/\\/\\/\L /\�'/�\ \\/\\/\\/\\/\\/\\/\\/\\ \ \\ \ \ PROJECT NO.: // // // // // // // / // // // // // // // // / // // // // // /, // // // // // // // // // /� // // /� // // // // / // /� /� //\//\//\//\/�\//\//\//\// 1402A \ \ \\ / /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\ DRAWN BY: \/ \ /\//�//�/ /\�\�\/\/\/\�\�\/\/\/\/ //\/\/\/\/\//\/\/\/\/\/ / //%/�%/\/\/j/ //�//�/� /� /� /\//�� /\/\/\/\/\/\/\�\/\/ TCS /�\/�\/�\ /\\/� \/�\\/� /��//\ CHECKED /\ \� BY: /i DATE: 3113115 SCALE: 318" = 1'-0" SHEET TITLE: L `% I 1"m' u" S EGO"' T 10 "" TIOlk BUILDING Loa' I N 0 1 L v) IOU Ri SCALE: 3/8" = V -0" SCALE: 3/8" = V -0" SECTION SHEET NO: BID PERMIT SET W 3: Z 2x2 ®6" O.G. MAHOGANY LATTICE LAYER, ATTACHED SECURELY TO WOOD BEAMS BELOW. ' W OIL FINISH Q 3x8 @22" MAHOGANY BEAMS v4/ORNAMENTAL END GUTS, ATTACHED SECURELY THRU g1l. O *211 FLA51-1ING TO LOWER CASED GIRDERS. OIL ♦n UJ FINISH V U 12" - 3x8 @22" ORNAMENTAL OUTRIGGERSLJ _ ATTACHED TO PERPENDICULAR BEAM. Q PROVIDE MEMBERS ON DIAGONAL CORNERS, V w/ORNAMENTAL GUT ADJUSTED TO ALIGN •• w/ORTHAGONAL MEMBERS. OIL FINISH Q I annan n n nm— Lu a STRUCTURAL BEAM CASED w/PVC. PROVIDE W O I I I I I TOP GAP, FLASHED w/LEAD COATED COPPER, I I I I I I I I j I I WATERTIGHT. PAINTED I i ORNAMENTAL PVC GAP w/MOULDING ® W I I l i I I I I I I 1 O - I I 1 1 11 O 11 I I II II II Q II Il a 6x6 TREATED WOOD POST CASED w/10"x10" PVC CASING. PROVIDE Ix4 BASE. PAINTED ♦^ uj 1 v/ I I I I I I I I I I 1 u II II II II II j II 1 II II II II II I II I II II II II II I II I I I I I I I I I I I I ; ♦ ♦ W 1 I a J I I I I I I I I I I I I I I U I I 24"x24"x5b" DEEP CONCRETE FOOTING5 w/ I I I I I I I CAST IN PLACE ANCHOR BOLTS BOLTED TO I i I ---J STEEL BASE PLATE w/WELDED STIRRUPS, ~ BOLTED TO TIMBER POSTS W t L----J L--..J LJ LJ L---.J � L- I I I 1%0103' 1 P Ulm h' RE E L E V A T 10 N FRONN I tLE "IdN A T I SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" 1 DETAIL SECTION 13 ad Z. h N Q• M I d. J �'• p � .Mh.. Q ' W J- w Z W X UQ -1'-211 151 11 x}1_211 W• L 3x8 ®22" MAHOGANY BEAMS vi/ORNAMENTAL L �I Q N U END GUTS, ATTACHED SECURELY THRU 1 w. N = co FLASHING TO LOWER CASED GIRDER5. OIL FINISH 10 I j I ------------------- I I I --- --- ------ ---- - 2x2 ®6" O.G. MAHOGANY LATTICE LAYER, ATTACHED SECURELY TO WOOD BEAMS BELOW. OIL FINISH I i it li tl tl tl' it II i I i I Or NEW). 10" . x 12" d. BEAM CASED w/lx PVC, w/TREATED ���n w0Q II'II I i II II I 11 CASOIDBOVERIBEAM,WATERT PROVIDE L.G.G. , I I I 11 I I 1111 I I I I 0� ~% IrvHT (2)2x10 TREATED WOOD BEAMS ATTACHED 3x8 ®22„ ORNAMENTAL OUTRIGGERS I I II 11 II II II I TO OUTSIDE OF bxb TREATED WOOD POSTS n I' I j ATTACHED TO PERPENDICULAR BEAM. I I I I I I I I 01835 1 L it l i iI Ii �I I� iI li 101'x10” COLUMN CASED w/Ix PVC. PROVIDE I I II II II II III I TREATED WOOD BLOCKING BETWEEN TR. WOOD Ii POST AND CASING - - - ------------1------------- --------------------',-_r {>> PROJECT NO: - o -------------------- - - _, r __ _ ____ — — _ — _ — — _ — � IN GALV. BTL. STIRRUP bxb TREATED WOOD P05T 1402 WELDED TO BASE PLATE DRAWN BY: — 3x8 ®22" MEMBERS ON DIAGONAL CORNERS, 24"x24"x1'2" STEEL BASE PLATE BOLTED TO TCS w/ORNAMENTAL OUT ADJUSTED TO ALIGN ANCHOR BOLTS CAST INTO FOOTINGS CHECKED BY: w/ORTHAGONAL MEMBERS. OIL FINISH 5'-0" DEEP CONCRETE FOOTING Y4/CAST IN DATE: PLACE ANCHOR BOLTS FOR ATTACHMENT OF 3/13/15 BASE PLATES. SEE DETAIL SCALE: 1/4" = 1' - p" SHEET TITLE: u Vol Fw' 1- r% v LA N L A Oft WE FIR I-mw6 L JAN N SCALE: 1/4" = 1' -0"' SCALE: 1/4" = 1' -0" TRELLIS SHEET NO: elk BIDDING PERMITS 2x2 MAHOGANY LATTICE SCREWED TO TOP b„ OF TRELLIS BEAMS 5x8 MAHOGANY BEAMS ®22" O/G w/ORNAMENTAL END GUT5, DADOED OVER BEAM AND CONNECTED SECURELY 1/71 F] F/71 F I W N IOtt 3 •' r H 1. 0 W N LEAD COATED COPPER F LASHING OVER M TOP OF BEAM w/50LDE D JOINTS, 1'� i! WATERPROOF i t 1 BEAM FRAMED w/(2)2:x10 I REATED WOOD BEAMS FASTENED SECUIRELY TO BOTH 1'-O" BIDES bxb POST. PRoDVI E BLOCKING FOR 1 CONSISTENT WIDTH, AND FVC CASING, ALL V I SIDES 21-011 loll O r I I COLUMN CAPITAL w/2"' THICK PVC TOP GAP 4 CUSTOM MOULDING I.L. I 1 ® W I I W 2-I/ " /,' bxb GGA POST W IxlO PVC, CASING, w/MIITRED CORNER GUTS, � `•,\ � �' � GLUED SECURE — V bxb GGA POST, CONTINUOUS FROM STIRRUP \ 2x4 CGA BLOCKING TO TOP OF BEAM FRAMING \ \ L0 % IxIO PVC CASING -1/2" 2x4 GGA BLOCKING /' \ W 1/2" STEEL PLATE STIRRUP HOT DIPPED m GALVANIZED \ \, IK SCALE: 3" = V-0" 06 z 2'-O" LJ N Q• M Q-I/4" 5-i/2" q-I/4•t J �• w Q o M 4 x 1/2" HOT DIPFE:7 (SALV. THRU BOLTS UJ J• 3 x i w z �= t Z LL N = W• n j c \ Y2" THK. STEEL BASE PLATE BOLTED SECURELY , a �`�+ x a TO CAST IN PLACE ANCHOR BOLTS, AND W WELDED TO STIRRUPS N U)- STONE PAYING IN 5ETTING BED OF Nc-wY Ar a 77 77 ,77 77 NX I - Q Q � Q78350-� t� -rr---r-r- 1I i I N I I I I cv PROJECT NO: L1.a I I i 1402A N DRAWN BY: Q ° Q 4" THK. CONCRETE :SLAB REINF. w/bxb, 101(o � TCS Q 4 . a WELDED WIRE ME5HI CHECKED-BY: QQ WEEP HOLE DATE: POURED CONCRETE FOUNDATION 24"x24"x5b" 3/13/15 2t. 2-1/2" 2N AS NOTED LJ Li ° SHEET TITLE: ° TRELLIS DETAILS • ° a Ott Ir a A S E L Am Tip PE SHEET NO: SCALE: 3" = V-0" 2'-0'1 An 6J I A I TbXp: LL1%.p Pft%Ao 0 j" S T SCALE: 3" = V-0" 0 __ _ __ ____ __ _ -_ ........._ . ... .. ..... __ __ - -- - --- ...... --- -- - - - -- ----- -- ---- -- ---- --- --- -- -- ---- - -- --- - - - - --- -- --- -- - - - ---- ---- - - ... - ---- -----..... -._..- -- --- ------ ------- -- -- - - -- --- --------- -------- -- _.._. STRUCTURAL TIMBER FRAME _ -..-- w/5TA I NED FIN 15H (BY OTHERS) ( _ W �- tt1 -- -- -- --- - — -- --- ----- ---- ----- -- -- V-GROOVE MDF PANELING UJ z - w/PAINTED FINISH. TUCK - - -- -- - -_. _.. - - -- -- PANELING BEHIND TIMBER FRAME Li ------ - -- .. ----- o i U) O Lu Ls i V --][-]L --ILJL --IHL STONE VENIEER ON MASONRY-1] LIFIF, EF] IL j CHIMNEY. PROVIDE 2" THK. Q - ImO BLUESTONE SHELVES IN _ LOCATIONS 5HOlNNuJ ~ MDF PANELING w/8" O/G \ O F— N V-GROOVE., PAINTED > i I i I I \ W j I x4 FLAT WIOOD GAS 1 NG, PAINTED - \ Q LO---- - FIREBOX w)/ROSE FIREBRICK IN HERRINGBONE PATTERNLu _...._ EAST ELEVATION NORTH ELEVATION NOTES: SEE PLUMBING, ELECTRIC, CERAMIC TILE, AND INTERIOR FINISHES SECTIONS IN SPECIFICA710id5 FOR MATERIALS 4 OTHER INFORMATION BEADED COVE MOULDING 06 z• GYP. 5P. FINISH, PAINTED N Q• c a WETBAR CABINETRY BY OTHERS. PROVIDE J � - I x4 CA51 NG w/BEADED INNER EDGE, w o OW INSET DOORS DRAWERS, GLA55 FRONT — W Z x UPPER CABINETS, STONE COUNTERTOP BACKBAND #8313 _ ~ -a Z LL W• U W p STONE TILS BAGKSPLASH MDF PANELING w/V-GROOVE ®6" O/G g w. N O a CUSTOM RECESSED MED. GAB. w/CASING INSTALLED HORIZONTALLY, PAINTED. CUSTOM RECESSED MED. GAB. w/GAGING Q ~� " TO MATCH W I NDOWS, MIRRORED FRONT, PROVIDE TOP GAP COVE TO MATCH WINDOWS, MIRRORED FRONT, cn cn• GLASS SHELVES GLA55 SHELVES I I i -._ ....------ - ---- ----- --- - -. _. OF N E 11,y C.10, ,- P G �L— ILL ( - 1 14U2 i RAWN I , i -I TCS \ -- _ \ - --- --- - ----- -. -------- -- - --...-.-- i \ XED - - \ { \ 3/13/15 � i \ -- - - 011ETTITCE • o I � x& BASEBOARD w/GAP #8453 POOL m HOUSE POOL Hjm� O 'u' r�. BA�l Rnr %7ARAU 1= B A- H- SOUTH ELEVATION SCALE: 112"=1'-0" SCALE: 11/2"=V-0" BATH S POOL "m0U %"xE ROOlVi SCALE: 1/2"=1'-0" IF I BID & PERMIT SET r---------- W ILu Z. II L W I I I 5/17 I i I I I (n O -------------- I CD � I I I 1 1z F- Lju O m 0 >- LEMLLI I I I I i i i .�}. 7 ----------- W V♦ ♦^ j I j 1 11 tl W LL W t I I ra----- I I ,,AA Y/ I j I I I I I I I I 1 O I W j I i t I 1 1 , I I I j 1 1 f \\ --------_ I I \ I I I ' 1 ; I L---- TO 13EI I / I---------- / / 06 Z --- co Q. �4 ag LOFT PLAN FIRST FLOOR FLAN BASEMENT PLAN z 3 � uj. Q Z LL Ulm' RAG" h hLEZIff I Rl A u U LA 0 T L " YON ET TO 5WITGH AT HOU5E � Sc W• r F n V) cl TO LAND5CAPE LIGHTING _OF NEL,y --------- ------------ --------------- ^ /I �CO' 4g�G�.5°�rS'I1 -----------ELECTRICAL LEGEND ---------- DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT 220V RECEPTACLE OUTLET SNITCH 83 DOOR 5WITGH GUADRAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET SWITCH DIMMER 5/0 Q TELEPHONE PROJECT NO: � , 1 � WATER PROOF RECEPTACLE OUTLET , I tt 1 402 GROUND FAULT INTERRUPTOR OUTLET TELEVISION SMOK~ DETECTOR DRAWN BY: HIGH HAT FIXTURE I TCS HIGH HAT FIXTURE LOW VOLTAGE GRCARBON MONOXIDE DETECTOR 11DIRECTIONAL HIGH HAT I / CHECKED BY: X MOUNTEDCfl SURFACE MOUNTED CEILING FIXTRE , DATE:O ® SURFACE MOUNTED LOW VOLTAGE SPOTUNDER CABINET STRIP HALOGEN FIXTURE 3/13/15 F+ SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK SCALE: AUDIO SPEAKER rW EXTERIOR WALL MOUNTED FLOOD LIGHT v I '� ® � I EXHAUST FAN 91 `\I ; I 'll/ `, i ; W SHEET TITLE: 2x4 FLUORESCENT FIXTURE ; ; _,/---------- ---------- -------------I--------------- ELECTRIC -- -------------------- ----' LAYOUTS 1 I I I 1 FLOOR PLAN SHEET NO: Fft Oft %A") L One 1 0 m tai Em L E 0"1 m r,,,um,"i'm I (Cft- L A`I ff®r P& mum \`TO SNITCH AT HOU55- BIDDING & PERMITS