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HomeMy WebLinkAbout30947-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31723 Date: 08/03/06 THIS CERTIFIES that the building ADDITION Location of Property: 875 FRANKLINVILLE RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 2 Lot 5 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 31, 2005 pursuant to which Building Permit No. 30947-Z dated FEBRUARY 15, 2005 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 ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARBARA A BERDINKA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 101280C 04/19/06 PLUMBERS CERTIFICATION DATED 07/31/06 BURT'S RELAIBLE, INC. Authorized Signature Rev. 1/81 Form No.6 �� I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 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 from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildin s metellatT�nspa�rt I to of Code Compliance from architect or engineer responsible for the building. I r' ( _1U' 6. Submit Planning Board Approval of completed site plan requirements. I, I 3 12606 B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "p xisting"land uses;, 1. Accurate survey of property showing all property lines, streets,building and unu ual pa-tural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. f ' tificate of Oc p ncy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: ✓ Old or Pre-existing Building: ' (check one) Location of Property: VS FRA AIL./�V I d lE /5�, . LAU 0e6_L ,A .V. House No. Street Hamlet Owner or Owners of Property: �f}IZ�AQL1 a4 - 'a ERS/ri Suffolk County Tax Map No 1000, Section Block do a 2_ Lot 60 S �733FF19 Subdivision Filed Map. A Lotti Permit No. 30 ?V� S O S Date of Permit. of / Applicant: 2<{&-a 4om A . Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30947 Z Date FEBRUARY 15, 2005 Permission is hereby granted to : BARBARA A BERDINKA PO BOX 513 LAUREL,NY 11948 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 875 FRANKLINVILLE RD LAUREL County Tax Map No. 473889 Section 125 Block 0002 Lot No. 005 pursuant to application dated JANUARY 31, 2005 and approved by the Building Inspector to expire on AUGUST 15, 2006 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 4/20/2006 375 Dunton Avenue 101280C East Patchogue, New York 11772 (631)286-6642 b Issued To: Mrs. Barbara Verdinka Street: 875 Franklinville Road Village: Laurel Zip: 11952 Town: Southold Section: Block: Lot: �~ Contractor: Gregory F. Punda Lic. # 4429-ME i Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool FX1 1st Floor X Indoor ❑ Basement ❑ Hot Tub Cl Residential ❑ Det. Garage ❑ Attic X1 2nd Floor U Outdoor I Addition ❑ Survey F Switches Receptacles Fixtures GF/ Heaters A/C Fans = ' ` 27 25 19 3 3 �; Dishwasher WasherlAmps Dryer/Amps Oven RangelAmps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 3 Meter Amps Phase UG/OH Jacuzzi Television CO Detector - ' 2 , Bldg. Permit: ' Other Equipment f Family Rm, Master Bedroom, Master Bath, Hallway <, Hugo S. Surdi r President Rough Inspection: 08/18/2005 Inspector: John McMahon III Final Inspection: 04/19/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ��o��S�FFo(K�OGy. Town Hall, 53095 Main 13o3d Fax (5115; 765 'E_: P O. Box 1179 v� • Telepnone (516) 765 •6 Soulhold, New Yorx 11971 f �� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Date: / Building Permit No. 3o'- Owner: .Yk12A4 Bel ,',JC,4 (please print) Plumber: 130r-b I"(P.(i[Ue lo, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumbers signature) Sworn to before me this 3�' day ofJUT 20_a� r9q�o,G, Notary Public, Sof#oli- County IVOkty /0.Jbl-C! #Y090093 BERIMETTE L.TAPUN NOTARYte of New#York k Residing in Suffolk CountY Commission Expires Ns 09 *�pF 80UT�0# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �¢ [ ] FRAMING / STRAPPING [ FINAL /1a4, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION y REMARKS: DATE 7- INSPECTOR �� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ DATE b7 ,- 0 G INSPECTOR �o�a0f SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND Y" INSULATION /6Z ; [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 819-dam INSPECTOR O 7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST (XROUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION FRAMING V111�P//d�# ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / �( DATE �r �� INSPECTOR 4 FIELD INSPEC'T`ION REPORT I DATE COMMENTS FOUNDATION(1ST) -------------------------------------- -- C FOUNDATION 2ND z ROUGH FRAMING& PLUMBING INSULATION PER N.Y. - - STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O -- Z m 1 b z - ty ro t `a _,as� _ s TOWN OF S 'b PROPERTY RECORD CARD A4 - fl OW R STREET VILLAGE• DIST. SUB. LOT t' li'rvi hO RMER OWNER N M.'ScHoj E. ACR. - S� 9' y,yp. tz L a J TYPE OF BU LDING RNNta N CiAto �` w S'c6MO.' f ES; z �_O SEAS, VL. FARM COMM. CB. MISC. Mkt. �/alue ✓2�� -iceoott �qe LAND IMP. TOTAL DATE REMARKS »lf �l 4/ �6�7z- vi f i► _ t f eN w C7d GCt �f �.r � hd {• Y .1 7 77 S-61-0 60,0022 A-c,/rzo, ro ' BERO'10A p 226 66a Z 4 � a • � / 9 z _ add�//Or; a� aI rv�rl moo 600 3000 tt)O 0 6 1 .3 6 — OR3 - Oa - °ld l ctC Q s�A 0"T96,) -1 t 6 Qd o Sod 3a 6 5 :, -rcA 61�9& -1800/ B I G 0 NEW&O v NgFMN BE t. V FARM Acre Value P,erVol � (9l)d H OO C / ( illr�le 1 'illble 2 'illable 3 Voodland wampland FRONTAGE ON WATER :rushland FRONTAGE ON ROAD *4 ya sry D7 louse Plot DEPTH r v BU�HEAD -otdimso 'q`' r .� ..�' DOCK I - . I jF MIEN' Room �I_�■!!i■■■■■■fi■■ am ■ NAME ■■■■■il'oEv►3■■it■■ �IR ■■■I■■Iry ■E -■■r■■■ rl ■■■SOME■■■■t■■■R;■■■ ■ri LTi®Ciiim■■■■■■141■fa■■■■■■ 1�■ ■■■ItOEM■■iwiiioflo 7ii■■■ t7■ ■■■I■■■■■■■■MEMO dlONE olamlsom 0 ME MEN ■■sw■■■■■■■■■■■■■■■■■■ ■■7 17:.�ilf•■■■■■■■■■■■■■■■ ■■�■■■■■■■■■■■■■■■■■■■ •, ®® TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 --4 sets of Building Plans TEL: (631) 765-1802 PlanningBoa�rl e�pproval FAX: (631) 765-9502 ,��ey t/ www. northfork.net/Southold/ PERMIT NO. 3D 9-P 1 Checker_S q 7(V . Septic Form N.Y.S.D.E.C. Trustees Examined d j 1 20 S Contact: /[ Approved u1 Ji 5-,20D Mail to: 60 fr S13 Disapproved a/c dC4.w4/t.� �• // 9 Y4? Phone: to 3 g00- s:x86 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT JAN 3 1 Date 20 „ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setsrof 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises '-Bf1R-2.4 4,4 /i• 364 IAA--,4 (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. JoL8113— H Plumbers Licensen Electricians Licensee No. Other Trade's License No. v� 1. Location of land on whi h proposed work will be d ne: F7S FR.4A/KL1;VI✓%/e 18. �AvRE4 . 111y• House Number Street Hamlet County Tax Map No. 1000 Section /a S Block a Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises annd`tntenped use and occupancy of proposed construction: �;c a. Existing use and occupancy .•��// _/ b. Intended use and occupancy 4exJ 7-0 ms` s 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work e/ (Description) 4. Estimated Cost ��� 0-�D . Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. —' 7. Dimensions of existing structures, if any: Front )-'6 . '/ Rear c40. O Depth 3 y• .3 Height Number of Stories o2... Dimensions of same structure with alterations or additions: Front o�6.'�5C Rear =w oZ7.SO Depth 4g S0. 3 _Height 211JE4 !'!!s' Number of Stories 2 IF SGE �y 8. Dimensions of entire new construction: Front Rear d-o Depth Z / Height e1 ?/ Number of Stories bL t 9. Size of lot: Front S'.i O / Rear 9S/ Depth Gt)EST a 9S EAST .27& 10. Date of Purchase /9 7 6 Name of Former Owner �- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES t NO /� �{�y BOX S/3 14. Names of Owner of premises'&9-344A 9-34QA A•���.dd e $7s F _ KLi I ui/fie�Pc�. 63 p ress Phone No. Name of Architect Ei/e 1c9i)lGA7E Address Phone No e.3/- Y77- © yo 0 Name of ContractorJo a xu/ EA► Address 5myT',4*LD r/.y.Phone No. 6 /-8 74.r- /7V7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. /Y.0rE AJCa 14 4S aEFA/ Re.mouFv 17. If elevation a*� on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFj k I/<A� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ©W V--\g (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 _ day o2030 2 n t2 Notary Public Signature of Applicant BARBARA ANN RUDDER Notary Public;State of New York No.4855805 Qualified in Suffolk County Commission Expire April 14,:�,Pt-e �gUFFO(�c Office Location: h���, pGy Mailing Address: Town Annex/First Floor,North Fork Bank CIO i 53095 Main Road 54375 Main Road(at Youngs Avenue) v- ^+ P.O. Box 1179 Southold,NY 11971 Gy ��� Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD REPLY MEMO Tel. (631)765-1809 Fax(631)765-9064 TO: Building Department Attn: Pat Conklin, Building Permit_Examiner FROM: Ruth D. Oliva,ZBA Chairwoman DATE: February 3, 2005 SUBJECT: Your Memo dated February 1, 2005 (Inquiry about Angle of Yard Lines) You inquired as to how a rear yard line should be drawn for the purpose of determining the beginning of the rear yard for the purpose of placing an accessory building. The Code confirms the following definitions for our use: YARD LINE-- A line drawn parallel to a street or lot line at a distance therefrom equal to the respective yard dimension required by this chapter. YARD, REAR-- An unoccupied ground area fully open to the sky between the rear lot line and a line drawn parallel thereto. YARD, SIDE--An unoccupied ground area fully open to the sky between any property line other than a street or rear lot line and a line drawn parallel thereto between the front and rear yards. It is recommended that when the new construction is located within half of the property that could be defined as the front yard (in this example the southerly half closer to the street), then a line should be -ci drawn "parallel to the street lot line" to determine the angle of the rear yard line behind the pnal -dwelling;instead of a side yard as mentioned. The remaining yard angles could then be determined on the remaining half of the property with ease (drawn parallel from the rear lot line, etc.). This should not modify or alter the intent of the code or the regulations in any way but to clarify how parallel lines are planed or angled under the wording in the definitions. I hope the above will be of help to you. Thank you. N WINDOW AND DOOR SCHEDULE o. MODEL . .. . DESIGN OPENING TW2852 TILT WASH 5.86 9.73 10 5 25.9 28.1 30 3'4.5'8' CN13 CASEMENT 2.30 3.50 10 4/5 25.11 •34.7 40 74'X3'6' FWH 41611 1 FRENCHWOOD HINGED 22.24 15.6 20 4/5 1 24.71 32AI 40 1 4'6'X7'4" FWT4111 I FRENCHWOODTRANSOME N/A 1 1.10 10 1 415 1 25.9 -34.71 77 1 4'8"X1'6" W ALL WINDOWS TO BEAN'DERSEN HIGH PERFORMANCE OR APPROVED EQUAL N r- CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE OP UPGRADE KIT. w COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS -+ TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. N LD CUSTOM GRILLES-SEE ELEVATIONS WALL OPENNGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REN.OVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF V-O'SPAN. FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 12.N 8 WOOD SCREWS AT 16'010,FASTENERS FOR SPANS UP TO 87-0"SHALL BE 21/2'•i8 AT 12"O.'C. TABLE 301.2.1.2 ALL NARROLINE WiNDOWS MUSTUSE 12'HEIGHT SILL STOP(OR STOOL)ANDTHE ADDITION OFA 112"X 314'DP UPGRADE SILL STOP. (SILL "`OPS TOTAL A 1.114' HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SNA STOP KIT.) L 4 9 E 3 J T C C 4 a IL r Uf N ti N O N 2/15✓200511:29AM ^' WINDOW BERDNCA 4 I LL FEB 1 4 21s Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soflware Version 3.6 Release la Data filename: Untitled.rck PROJECT TITLE: Berdinka COUNTY: Suffflk STATE: New York k�t7r IJEW Y HDD: 5750DE cc ��� �J. ER 09� CONSTRUCTION TYPE: Detached 1 or 2 Faitrily �� dip HEATING TYPE: Non-Electric ,. WINDOW /WALL RATIO: 0.09 W DATE: 02/13/05 P eZ DATE OF PLANS: 9/1/04 ° � FESS COMPLIANCE: Passes Maximum UA= 167 Your Home UA= 115 31.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door PerimetB-Value B-Valu U Facto SLA Ceiling 1: Flat Ceiling or Scissor Truss 360 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 1216 19.0 0.0 67 Window I: Wood Frame:Double Pane with Low-E 36 0.340 12 Window 2: Wood Frane:Double Pane with Low-E 36 0.340 12 Door 1: Glass 32 0.340 11 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designcr AYY1 E�c21G[X,h r Date 2—� RFScheck Inspection Checklist New York State Faiergy Conservation Construction Code REScheck Software Version 3.6 Release la DATE: 02/13/05 PROJECT TITLE: Berdinka Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-fictor: 0.340 For windows without labeled U-factors, describe€atures: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor. 0.340 For windows without labeled U-factors, describe fratures: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Glass, U-factor: 0.340 Comments: I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warn-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manuicturets installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manuficturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Retum ducts in unconditioned spaces (except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-pluscntbedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means fir balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. ( Electric Systems: [ ] I Separate electric metas are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. I Service Water Heating: [ ] Water heaters with vortical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/oTheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sias -Heated Wates Non-Circulating Runouts Circulating Mains and Runouts Temoetature(El to 1„ Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 I.A%AQa 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pilling, System Types Ranee(Fl 2" Runouts 1" and Less ] 25, to 2" 2"5, to 4„ Heating Systems Low Prcssure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(6r @ed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) T TL -Id - - -T— - - - APpltcant/ Date. Owners Name:.". "Reviewed: � Architect/ , Chgirteer:. Jd Submitted: SCTt\9 , Oisvict: 1 000 Section: Block: 4oZ Lot: Project p ,p� Subdivision 1 Location 0 �� -r�-. � Name: r Sin&le 8 separate Required �/� certlfcation: (Yes f No) Req. em— Icy. Zoning District:_ (IAt size: _ Aclual:C91- I (J-ot coverage •Proposed Req / PIN. Rte' (front Pard ProposeA: /_J' (Side Yard Proposed: [Rear Yard – 1'ro toscd Project Description:AGEN!QW_EMU -J " PermitREQUI , RED FOR EW N.A. NO YES Number Suffolk County Health, NOW York State. D.E-.C. Town Trustees " Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zon �. 3 e: .. tie � � ( - I�" G. / \�// \\ V 7 0 O_ ~ 1 O 00 cf 19 D IZp�E p C) \ Z �\ o v co mp � D N e Z o g fir. 9As m o, Z iy' GA olE j3. I M1�4 c_ pfd' oA O oft 4y W� o X-0 4j 1 C 6 Tiny$ 9 /. Z L n CO 4 Lo %°',. � u '�. O_ 510 ,.�• q E003 v dI Al 0�. >s ` S. to vQ CO C1 99 y1oi1 p�riP� PP" OI PI 5 99 GoS 0 /n0 hE0 i i 5 ` - No rE ■ -MONUMENT SUFFOLK COUNTY TAX MAP DIST /000 SECT /25 BLK 2 LOT 5 REVISIONS YOUNG & YOUNG AUG. 25, 1998 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK SEPT II , 1998 ALDEN W. YOUNG HOWARD W. YOUNG PROFESSIONAL ENGINEER AND LAND SURVEYOR LAND SURVEYOR. N.Y.S. LIC. NO. 12845 N.Y.S. LIC. NO. 45893 SURVEY FOR: .a S RR" °`T` ATIONIOLA7' OR ACOP➢ON .O BARBARA A. BERDINKA Tn's SURVEY 9 A VIOLAT TA CF SECTION '209 J '^E NEW TORN STATE FDOCA'ION LAW F T 16 SURV;Y MAP NOT BFARYri —E LAN' —PV1,.RS INKED iE°.. 0. I GMRJ'SLL SE 1, SRALL NOT BE =GN$OF�EC •c BE A 'ALI° TRUE copy AT CERTIFIED TO' LAUREL BARBARA A. BERDINKA " U TOWN OF NORTH FOR& BANK I M1 I 'H -.F ",M n ;SOU rHOLD CHICAGO 7/TL E IAWRAACE COMA4NY SUFFOLK CO. N. Y. By ? /Ie :1-,4 . _'NC JAS ..TION Gb4F4NT'c:5 ate[ •RaNSE a B E TC A� SCALE: DATE .T,:,. JPSEO°ENI :R;. I „ = 40JAN. /7,/977 77-/9 I DFFIc 18" COPING BLOCK 25" THICK 4" CEMENT SLAB CANTILEVERED 2 1/2" SLOPING AWAY • 1/4" EXPANSION JOINT PER FT. ON SEE GUTTER I COMPACTED SUB APPROVED AS NOTED SECTIONGRADE E DATnn,^��^1 It B.P. FEE: LI.IJ� BY'�SL[L1= \ •::: '10" BOND BEAM n I I ' ' ' ' ^ •, OO NOTIF BUILDING DEPARTMENT AT I—IIII–III II_ f 1 765-1802 8 AM TO 4 PM FOR THE III=)L (3) •4 BARB CONTINUOUS / f FOLLOWING INSPECTIONS: (SEE NOTE 3) 1. FOUNDATION . TWO REQUIRED bxb" FROST PROOF CERAMIC TIL FOR POURED CONCRETE — — q ,• " 1 I-I I I1=J1= I 2. ROUGH - FRAMING d PLUMBING MARBLEDu57 PLAST _ r B =1 =1 I� -I 3. INSULATION III—III- I- I I= I 16 O 4. FINAL - CONSTRUCTION MUST = ll =ll EARTH yp }, ` SANITARY BE COMPLETE FOR C.O. Imo—III—III—III-I ALL CONSTRUCTION SHALL MEET THE S" THICK GUNITE SHELL REQUIREMENTS OF THE CODES OF NEW 4000 "1, 1 SAC MIXIII=III—II[III II—II +TT too YORK STATE. NOT RESPONSIBLE FOR = I — =� —iTy=�11- O U DESIGN OR CONSTRUCTION ERRORS. — — '�� � (� POOL U\ OCCUPANCYOR - ar.g_rro- _US SSRUCS s _ £ � USE IS UNLAWFUL r WITHOUT CERTIFICATE •4 KEBABS X12" OL. ETU. OFANCY 0 I► 12" - 36" RADIUS TYP A rtj F 'A'. :, ��•;L1','o ''L a N � .i11E H, r � y FLOOD ZONE ti 46• COMPLY WITH CHAPTER' pDE s.00' UNOSRPf1SS 9 2!' F;LOTH DAMAGE PREVENTION SOUTHOLD TOWN ••�M��OpO ET10N a, ,1jp 5 � CODE. ALL CONSTRUCTION SHAL MEET THE REQUIREMENTS THE 1 CODES OF NEW YORK ST TE. NOT TO SCALE D J- 1All POOL WALL SECTION REQUIRED UNDERWRITERSCERTIFIO�REQUIRED ` ED PREVAILING NORTI �.1 WIND I„ 1, PARTIAL SITE u WALL SECTION NOTES: PLAN NO SCALE i '> 1 'A 1. RADIUS (R) SHALL BE 6" TO 18" AT THE SHALLOW END AND 18' TO 3'-0' AT THE DEEP END 2. STEEL REINFORCING SHALL BE #4 BARS, 12" HORIZONTALLY ?,, A '" , Olt AND VERTICALLY. S t 11x;' ,• iJ ^,y}r: _ �;: 3. BOND BEAM SHALL BE #4 BARS HORIZONTALLY AROUND THE PERIMETER OF THE POOL. 4. BARS SHALL BE TIED AT EVERY OTHER INTERSECTION AND ALL SPLICES SHALL BE 40 BAR DIAMETER. nn COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ^ AS RE ED AND CONDITIONS OF UTHOLDTOWNS0FOLK COUNTY DEPARTMENT OF HEALTH SERVICES PLANNING BOARD SOPLA HWpEAU OF ENVIRONMENTAL ENGINEERING SOUTHOLD TOWN P SOUfHOLD TOWN TRUSTEES APPO O K TO CONSTRUCT SWIMMING POOL FAM[TYA7 N.Y.S.DEC ts' BLocKou7 Plaft nd o 1/2* a 1/2" 00 with ChacRtectel�,Parans t of Ole Near &W bUN y Bi t0 be In FINISHED DECK ":1, . 1 . a : ' f ' .a : upon iI*"JImw"• nlajuglY Codrr 0 . o:'• :., :. oeelstruotll�.raaon 2 � ° t0 DLCF MOUNTED sTNP FAIL APPR V 2 /2 �s/8' DIA THE BACK PPI* I SWAN DEO EOUIPMBIT DMS 1 u2 1 S = o • . 1' ss nE-BACK ANGLE* - LATCH HANDLE DO _ . 0 ' CSCUTC7EONT PLATE WITH POSITIVE m "� 'YPICAL LATCHING suPPLr - DEMCE nee aN1�70F tiOt LFl _ i 4' INtEi� - 1N10 :.I:EIIL �1PIC�AL Lp = `t 3 _4" ° r 1 I/Y 55 BUTLER LEVELING ANGLE* NONSHRINK,K. ,� - 4' HIGH GATES SHALL NDN-METALLIC caput - _ _ . * - - - _ ° 9 DECORATIE 511 5/e ss THREADED ROD c LE�UNG HARDWARE - IN':IYPLTIONAILII F_GIJAPD 'TGWU ALUMINUM CLOSING r,gr1. F sM1111 n 1 IFFFF FENCE 5/e' ZINC PUTED E;PANSION ANCHORS ^/'l)OF M 11 0 F 'c_�C� L _ ? T-1' I UE I SII_ tet- C- 1 1C> N \/ IY W F-C;C_DNC JI INE �/LI_`=? I CJ.=i L/�C� CJY-K. I JE �/�I L`? I IE- LCL_J P.I�_L�) CIy P.IK Int_ I P.1 CN JTLI_ 1'' :[AII:[ ", TTFE 51AT! PT, - I' '), SCA,_F 1 '2' = 1 0" SCALE I/4' I' - 0" 111 dl 1.f IFF'O''IVF ' r11,q ':111' * BY GUTTER INSTAL[FP GROUTING AND SEALING OF GUTTER BY OTHERS 03 FEBRUARY, 2004 TYPICAL GUTTER SECTION SOUTHAMPTON ENGINEERING, P.C. FN 8 X 10 OGRS LAUREL LINKS COUNTRY CLUB �� wQ SCALE AS NOTED P.O. 130X 1538 NO SCALE LAUREL NEW YORK SOUTHAMPTON, NEW YORK 11969 } N E ,' 1ih of / 01 PI IONS (631 ) 287 2312 FAX (631 ) 287 2314T�n"ru. SWIMMING POOL DETAILS � '' -"=`' REv1sION1 VALVE SCHEDULE COLOR CHART 1. SKIMMER LINE (GREEN) M 2. MAIN DRAIN VALVE)( (BLACK) oT BLUE) 3. VACUUM LINE RED WHITEMULTI—PORT 4. RATE CONTRO RUGH UE •. ., __ 5. FlLL LINE (DARK BLUE) LVE SEE TYPICAL MARBLEDUST MAIN DRAIN 7 AUTO H O CHLORINE 12" X 12" : ' C —OFF T (YELLOW) INTERIOR 8. AUTO CHEMICAL SHUT—OFF (YELLOW) WALL SECTION REINFORCED GUNITE 9. AUTO CHLORINE RATE CONTROL (YELLOW) 10. AUTO PH RATE CONTROL (YELLOW) HYDROSTATIC RELIEF VALVE SECTION A- A' THRU SWIMMING POOL CALCULATIONS SEE ATTACHED DOCUMENTS SCALE — 1" = 1'-0" FOR ALL REQUIRED CALCULATIONS NOTE: VALVE OPERATING CHART EFFLUENT PRESSURE GAUGE ARE INTREGAL TO NFS OPERATION SKIMMER MAIN DRAIN VACCUM LINE RETURN FILL MULTI—PORT CHEMICAL CHLORINE CHLORINE PH PUMP APPROVED MULTI—PORT VALVES. VALVE ADJUSTMENT ADJUSTMENT ADJUSTMENT ADJUSTMENT STATION VALVE 2 VALVE 3 VALVE 4 VALVE 5 VALVE 6 AN 9 VALVE 7 VALVE 8 VALVE 9 VALVE 10 ALL CHEMICAL TREATMENT EQUIPMENT 18 TO BE FILTER CYCLE ON ON OFF OFF OFF FILTER POS. OFF OFF OFF OFF ON FLOWR CHLORINE BACKWASH CYCLE ON ON OFF OFF OFF BACKWASH OFF ON ON ON ON INTERLOCKED WITH FILTERS METERPUMP DRAIN POOL OFF OFF OFF OFF OFF BACKWASH OFF OFF OFF OFF ON FILL POOL OFF OFF OFF ON ON OFF ON ON ON ON OFF VACCUM POOL OFF OFF ON OFF OFF OFF OFF OFF OFF OFF ON NOTES: 1. SEE SHEET L-1 FOR LOCATION OF VALVES. MULTIPORT VALVE7 2. ALL VALVES 2" AND UNDER WILL BE GATE VALVES. PRESSURE -- EFFLUENT 3. ALL VALVES 2 1/2" AND LARGER WILL BE WAFER VALVES. PH C.ONTROLLE CsALICE PRESSURE 4. RETURN LINE VALVE 8 IS FOR RATE CONTROL ONLY. PUMP PRESSURE GAUGE VALVE IS NOT TO BE OPERATED. AND 5. ALL VALVES SHALL BE NUMBERED AND TAGGED. 6. VALVE OPERATING CHART TO BE POSTED ON THE FILTER ROOM WALL BEHIND GLASS OR PLASTIC. G�UJrsE 6 � 4" BACKWASH LINE 7. SEE OPERATING CHART ON FILTER ROOM WALL FOR CHLORINE AND PH ADJUSTMENT VALVES 7, 8, 9 do 10 OPERATION. STRAINER FILTERr/ DRAIN LTER 231 3 5I T T I 4 FINISHED �\ PUMP 6" AIR BREAK FLOOR \ ABOVE FLOOR _"ll 8" PVC PIPE TO DRYWELL FOR 1"f 411 L l F 4 C T l l fi� v D 4 T ,4 � BACKWASHING & DRAINING POOL DESCRIPTION MANUrACTUREr MODEL QTY. REMARK z > LnA HIGH RATE SAND FILTER PENTAIR TRI40C3 3 NSF APPROVED J w w w SWIMMING POOL BACKWASH PIT B SELF PRIMING PUMP STA-RITE CSPHK-142 I NSF APPROVED zZ Z Z SCHEMATIC PIPING ARRANGEMENT J J J w Q G FLOW METER BOLO-CHEM 40 P I 300 GPM D ``' cr NOT TO SCALE J Z U D CHLORINATOR ROLO-CHEM RC 25/50 2 40 GPD g j cn Of E BOTTOM GRATE HAYWARD SP 1032 (12x12) 1 l8 SQ. IN. p GUTTER CONVERTER NEPTUNE-BENSO 8" 1 48 SQ. IN. AREA G LADDER ECONOLINE VLLS-103 1 H HANDRAIL SWAN 41188 1 12' x 0249 SS M MULTIPORT VALVE PAG-FAB 26-1011 I 6 POSITION 2' N UNDER WATER LIGHTS STA-RITE 05502 I 500W O ANTI-VORTEX SUCTION PLATE PEM EQUIPMEN PEM6211 I 500 mm P POOL GUTTER NEPTUNE-BENSON OGRS-810 1 230' Q VALVE EXTENSIONS NEPTUNE-5EN50 3 8' LENGTHS J , 03 FEBRUARY, 2004 SOUTHAMPTON ENGINEERING, P.C. <<. LAUREL LINKS COUNTRY CLUB P.O. BOX 1538 A 'x I SCALE As NOTED LAUREL NEW YORK 02 SOUTHAMPTON, NEW YORK 1 1969 PHONE (631) 287 2312 FAX (631) 287 2314 SWIMMING POOL DETAILSy 'U``' ----� REvisioNs: FENCE WITH SELF CLOSING LOCKING GATES AROUND ------ FILTER AREA / DRYWELL � HOSE 4' HIGH + 8' DIA. BIBS � I SEE POOL NOTE HOSE GIBE 1 I 4 VACUUM BREAKER ACID\ x / TANK ACID 3 6J FEET �i i 5 6 DEEP )N2 FILTERS BURRIED SURGE TANK 14 P FILL SPO U 4 u M I VACUUM 6 LIFEGAURD CHAIR 24"x24"x24" P GUTTER 8 BACKWASH PIT RETURN 4 MAIN DRAIN 8 MAIN DRAIN 8 T FILL LINE 4 rd FILL LINE 4" CL NF55TEP DRY�✓dELL M 4' HIGH + 8' DIA. TANK PUMP S.S. LADDER \I CEMENT SLAB : 4" WIDE CONTRASTING NON RR I' S.S. FILL UNDER FINISHED FLOOR E ON LEADING EDGE OF EACH 4 NON-CORROSIVE SPOUT W/ Co" CONTRASTING TOP 4 FRONT COLOR FL AT LINE AIR BREAK K OVERFLOW STRIPE FLOOR AND _ WALLS SEE FILTER AREA DETAIL GUNITE 2"XII" MAIN DRAIN SWIMMING HOSE BIKE t VACUUM BREAKER (GUTTER CONVERTER) 3 6 . POOL O O I 5 0 6 0 � NOTE: TO SLOPE a--[ I L HYDROSTATIC *--AWAY .V4' PER FOO�L RELIEF VALVE UNDER WATER LIGHT 500W FILL SPO DRINKING 12"MAAININ FOUNTAIN DRAIN STEPS: 4" WIDE CONTRASTING STRIPE ON LEADING EDGE OF EACH STEP TOP t FRONT POOL EQUIPMENT NOTES 5.5. LADDER 1 . POOL CONTAINS 99,600 GALLONS OF WATER 277 G.P. M. FLOW RATE NON-CORROSIVE IS REQUIRED FOR A 6 HOUR TURNOVER. THE POOL EQUIPMENT AND PIPING HAS BEEN SIZED TO MEET OR EXCEED THIS. 2. POOL FILTERS (3) SHALL BE PENTAIR TRITON C-3 36" HIGH RATE SAND FILTER MODEL NO. TR- 140C3. 3. POOL PUMP SHALL BE STA-RITE CSPHK- 142 7.5 HP SINGLE PHASE PUMP 4. POOL GUTTER SHALL BE NEPTUNE-BENSON OGRS-810 DRAINING TO SURGE TANK ❑ 5. WATER RETURN FROM THE FILTER SHALL FLOW THROUGH SUPPLY TUBE IN GUTTER LIFEGAURD CHAIR SUX-IMING Pool_ PLAN 6. MAIN QRAIN 2) SHALL BE HAYWARD MODEL NO. SP-1032 WITH A 114 = I, _ o 12"X12 FRA E AND GRATE OR EQUAL. 7. POOL FLOW METER SHALL BE ROLA CHEM 40P 80-300 G. P.M. 8. UNDERWATER LIGHTS SHALL BE STA-RITE MODEL NO. 05502 500 WATT QUARTZ HALOGEN LAMPS. 9. POOL CHLORINATION BY ROLA CHEM RC 25/50 40 GPD FEEDER PUMP WITH LIQUID CHLORINE SOLUTION TANK (2). 03 FEBRUARY, 2004 10. CHLORINATOR AND PH PUMP SHALL BE INTERLOCKED WITH FILTERS SOUTHAMPTON ENGINEERING, P.C. LAUREL LINKS COUNTRY CLUB P.O. BOX 1538ti ,!V _ „ SCALE AS NOTED LAUREL NEW YORK 1'a' ?'. �? 03 SOUTHAMPTON, NEW YORK. 11969 \ y__ PHONE (631) 287 2312 FAX (631) 287 2314 SWIMMING POOL DETAILS PEV5I0N5: 8„ PVC FLOOR DRAIN SWIMMING POOL N0TES 1 . ALL POOL PIPING SHALL BE SCHEDULE 40 PVC PIPING. 2. ALL PRESSURE GAUGES, VACCUM GAUGES, FLOW METERS, GATE VALVES, BALL VALVES, AND WAFER VALVES SHALL BE SIZED AND INSTALLED TO MEET SUFFOLK COUNTY BOARD OF HEALTH REQUIREMENTS AND INSPECTIONS. 3. ALL REQUIRED COLOR CODING, VALVES CHARTS, VALVE TAGGING, INSPECTION SHEETS AND INFORMATION AND WARNING SIGNS SHALL BE PROVIDED AND POSTED . 4. ALL REQUIRED TEST KITS, FIRST AID KITS, LIFESAVING EQUIPMENT AND PORTABLE BATTERY— POWERED LIGHT SOURCE mi SHALL BE PROVIDED AND KEPT AT THE POOL AREA. 5. . TESTING KIT SHALL BE LAMOTTE MODEL NO. PM - 51 OR COUNTY APPROVED EQUAL. 6 . DEPTH MARKERS SHALL BE BAKED ON CERAMIC TILES SET FLUSH INTO THE PAVING AND POOL WALLS ABOVE WATER LINE. TILES SHALL BE 6" X 6" WITH 4" HIGH BLACK NUMERALS. 7. NO DIVING SIGNS SHALL BE BAKED ON CERAMIC TILES SET FLUSH WITH THE PAVING 2" FROM THE EDGE OF THE COPING. TILES SHALL BE 6 " X 6" WITH 4" HIGH BLACK LETTERS. 8. . ALL ELECTRICAL WORK SHALL CONFORM TO THE NEW YORK STATE STANDARDS AND PASS INSPECTION BY THE BOARD OF FIRE UNDERWRITERS. 9 . ALL FENCING AND DECKING SHALL CONFORM TO SUFFOLK COUNTY BOARD OF HEALTH STANDARDS, STATE AND LOCAL CODES. 10. A VACCUM GAUGE SHALL BE MANUFACTURED BY EXCEL WITH A 2" DIAMETER FACE. PITCH AWAY FROM POOL 11 . A PRESSURE GAUGE SHALL BE MANUFACTURED BY EXCEL WITH A 2" ( TYP . ALL SIDES ) 1 /4" / FT DIAMETER FACE, 0 TO 60 POUNDS WITH 2 POUND INCREMENTS. 12. THE CLEARANCE BETWEEN THE LADDER AND POOL WALL IS BETWEEN 3 INCHES AND 6 INCHES. 13. AFTER PRESSURE TESTING THE PERIMETER PIPING AND PRIOR TO BACKFILLING, A JOINT INSPECTION BY THE ARCHITECT OF RECORD AND SCDHS SHALL BE MADE, IN ADDITION TO A FINAL INSPECTION PRIOR TO AN ISSUANCE OF AN OPERATING PERMIT. POOL DECK LAYOUT I/8" 1 ' — 011 14. THE ARCHITECT OF RECORD SEALING THESE DRAWINGS CERTIFIES TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH THAT HE WILL INSPECT THE CONSTRUCTION OPERATIONS OF THE WORK AND WILL NOTIFY BY MAIL WITHIN THIRTY DAYS AFTER COMPLETION THAT ALL WORK CONFORMS TO THE APPROVED PLANS. 15. THERE SHALL BE A 4" WIDE CONSTRASTING COLOR STRIPE (TILE) AT THE 5 ' DEPTH LEVEL CAS 5HOWN ON PLAN AND AT STEP EDGoES 16 . ALL STEPS AND LADDER SURFACES SHALL BE NON — SLIP oF� w`n•=. 01 DECEMBER, 2003 SOUTHAMPTON ENGINEERING, P.C. �a LAUREL LINKS COUNTRY CLUB N ;.�,'`: scaLE ns NOTED P.O. BOX 15382, �� LAUREL NEW YORK SOUTHAMPTON, NEW YORK 1196'9 `3 = � PHONE (631) 287 2312 FAX (631) 287 2314 POOL DECK DETAILS REVISIONS: ..,, , w la;', r T,., .. S,wY - •'Y�- oe.3'. mi r+s.- .",, „T ..rA n A „, ' r... ✓ ":.,,rf k . .,a; T 'o :, '4 +. . f i.-:•''., w ' , a VIP .K' Y: ?vv,t1." -�d`' ' ::Q 3 „rg4 2& RS". p, {M1 (y . . ;. .'. r r r . r .,li, ' h . Wv ''tl, i MOM { ;!'' ' ' ' ".. , ,- r � k E ,1 i:•rd iS.T`Er ; 8' y a r �9Pi 7555 I, y.:r lk'A�, 'rM,11 ty+r e n , 16'-2 I/2 b ,}r . .,� � ' " a'�n t a 'hs.. 115 y�•x�,P .4, ��nr; I�d4� t5,'!h w.,. .� r' �!� 3N 331 8'-1 IR" 8'-11/2" ------ �---' �. ��� •� i -------- ---=---- -------- . ________ I a "tirA iW •. f' t,,"i 9 '!Y ryt� p ' sr � , 4 ,wa r� 1 � r Xa TV ad4xr�„ IJk.. v z sr R, •. 41iY' ' I � I - � .�, .,.,.r'.rd.•. -• e 4 r "� � �� � " „ : J'ne � ., f yrs f -cy^a,4q �. � , ' I! I I y1 1I IIT —=2 10GIRDER r ' . TYPICAL SONOTUBE PIER NOTE ,L__JL12” DIA POURED CONCRETE BONONBE fk PIERS 0 3'-0' MINIMUM BELOW GRADE � D. I 2 X 10 ROOF I , >. 1 TOP FI PIERS FLUSH WITH GRADE °' 1 RAFTERS rib" OG I `� a FLANGE - t` r r r ,iM1+ ✓ ,r »� its l ' ` i t tx i ! CONFIRM WITH SOUTHAMPTON ENGWEERING OQC X j I I I I I I 1 ' SERVICES ) �p I y� I " � • i x .r .�t ;: t"A �� Aier .} , + '3P'• h . }}j(����y dY I I lS WATT '•i • v. y '!: ''I a �: , �a Y 4aJR ' 4• 1 � i1: iA lei P • LL U C r I I I LIGHTS I1 I I MOINTED ! f I TO I I I lY, S4lFPG CON4�ttE1� lt �S 7T �E ' III "-.III RAFTE X I I _ _ ,. 5, '< ENdASFA IYIIfI G'lD4a' R:S74NCR rF` e `.. c_ ° rlr BLAB WITH br<6 Im/I04" POURED � I I N I POSTbyb�A - c ' t ° r r ' 'I ' �.i S4fL" IAV 'I" C WIUH. ON WELL I I r r I r--� , m ❑ ❑ I 1 I O I COMPACTED SAND I O I SONOTuBE I I I I I 1 I I DRAIN CONVERTER NDcrly N I I I W I I I 2 X 10 ROOF Q I I ... . II I� II I1 E I I 10 RAFTERS Olds OL ' tin x I IN W.I. SWITCHI nI I `LK a CC/I ?yt IV MOUNT TO I ml I F'Ost I I II r � •a YY^ �rAs 3 - 2 X 10 GIRDER I I , n `�' rM x I� 1 L__J L__J L____ ____� LINE ____J 2ti" Ta": + r !,.,, , LOCKING y SELF >F ttyS GATCLOE "Er� FILTER AREA FOUNDATION PLAN �'y - -+ s .d•� ; + ' SCALE: 1/4" - Ir - 0" ••.• . O . <; 'e T << FILTER AREA ROOF 4 ELECTRICAL PLAN ` •• ,.1q � r 1tA ,§ , SCALE: 1/4• . p - 0„ 14 TYPICAL DRAIN CONVERTER BLOCKOUT TYPICAL RPLY MNVER'�TEk 8(.'=KOLUT {{ a NO MALE NO SGALE r CEDARRSHINGLES �� � ,3 'I IR" CDX PLYWOOD WITH CEDAR SHINGLES M5 FELT PAPER OVER IR" COX PLYWOOD WITH 415 FELT PAPER OVER NO SCALE ALL STAINLESS 'STEEL DIVERSION VALVE YMCA STYLE VA E VVITII E>d EN�IQN 9U13 a1&STED INST/4Ld 14YiCyN r ON L9 r t Tn INKFAUM IS NDT4N 99,',WXK�TNUE TQP 0 ,OF TIE 00" Air ►DINTR';'INAi ARE ';I1 I rt PAFAtEIiTONtNE'VALVE N t �T � yi"4 •I TECHNICAL SPECIFICATIONS _ I I 11"• xiir ° F XTh. Host op�olw� moddlallny wM doll be womirml.d 0 wtnvy W MmNrr Mwl'alA iniWrd for.Nmr°tl rrl». E `T a.Th. headed " dWS be IaMlagNd wMywq We" It TlWL � 1NSTALIINO'•CDWIIAdM 13 TO MARS TN ALVEI EXTENSION 1 Aalnl.m .MA rNh 1/4" Mlnk MMdaM'flan°M ANSI TOFF LNOE DF TNL OECK OM AT 'A b" x b" CGA F'08T8 /1W EoX pat.m Van.ron. .aro boat u N Th. POINT THAT B AAIONED WII'N THE SI¢M' 1'wR WITH DECORATIVE _ bpdy Inl.�al dMnran irYer. TM NOTCHE¢ TO INDICATE"b1�C.1'051110N. CASING M.mo�i aWa/.fir l hall�. 1p payp. Y3pQ m.taMPl and Po.Wand Thh body bell aim .Malan tr hoI M. pMIn on� The Eddy Wwt Plho Inwrporol .a1Mw gfop' 2" MUDSLAB Plm mn.huphtl r( TSVAL lldnMm .Ma,ro ,dMlm 1h. G DECK, 1 * FINISHED FLOOR an the p.n.halMn d Ml w*W mop of am mallon. ubady hardware a mal stainless tlml. CMw'fab* bush ON be Included a 1 • , �, h \ \ \ \ \ \ \ \ \ \ \ 7 a°aingl Nahr h.. and ah MIL W& . c.TI P .IMI ghat E.house m.IMa 1• r two fl of DECH SOCKET I" �'N T304L alai. areas ro haw Allem en or two tical 1 uk.q TI=P= oma .hat ..aunty fmhn ro shaftualny �' E she" Mall ham m welded ed clop plan n to mNY• Amu shall \�\ - , il, r• 'ds pe TSt4L ' f ,Yat rNh l.ntM ea rmulma' Th' vaN. .hoH Nall haw rNd.r .Fop Pin ro..mun ro PaNl•r P e ball de ls win e cons \ - STALENESS STEEL VALVE DDENSIVh'�� o.TM Fall ' In Tann M wnmuAne o/ lsh stainlessTboAtes I aeol 1 (IENGHT IS TO BE FIELD DIIO r Irl - \\ �\\ and W T h dlam.la with hhmal WEM1,P• 7M /MaY �rrnloN� ir'' :4.Yr' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .hall alw be adju.hbl. u.lnp dIInIn° n t 4 4 \// \ \//\//\//\//\// \ (T)S"DUAL FLOAT REQUIRED D O - ` h a.Ig1�d61rCMml a,UR l.alpl EyY ' Qtµ VALVE A 8 O D E F O FLWT E' 16l3 1 2s t 29 211 0 ruo4sset .. 5 , px i FILTER AREA EAST AND WEST ELEVATIONS FILTER AREA SCALE: I/4" = i' - 0" NORTH AND SOUTH ELEVATIONS ; r f SCALE: V4" a 1.' - 0' : r ��Teptttne�-Benison ��f M.�- Neptune Benson Y ^� afwo.s W 1101{a/Aau mpfa n �r'r 03 FEBRUARY;-2004 : ,F LAUREL LINKS COUNTRY CLUB SOUTHAMPTON ENGINEERING, P.C. �pDf NEW O yll P.O. BOX 1538 >a �s TSCALE AS NOTED ' w LAUREL NEW YORK " „' W SOUTHAMPTON, NEW YORK 11969 6 05 , PHONE (631) 287 2312 FAX (631) 287 2314 �m FILTER AREA DETAILS �E��'✓r REViSIONs: n I 1' ; W:. — r " ., _ _ ., 4, 1 .,. 1' _ . .. . „ , r. „ " , - 1 ,' T „ .M. pXk �n JI il¢„. ,�, .'I ,, - a '. ., .. H:a e ie t :O I. v �.� , !�r". -I Lrv„ i.. ,I .L n. ., r '- " � . .. .,e � ,. : - I :Ao '. r.-'r 7. i � �. . �: ....., I .� y1r � 1,tl . ry r ,i � 5,x,4 1 ..o . . ,.. .,v n �i . i f -. ��, y.: i�' J ' , !ia � ?I. 'S., , 1, l.� , _ ,, .: '. c_ .. r ., : .- G , .. . 'i. e I, !,rv . . 1: - k' - Y11= Y ' Yr_ e:e a .,y: �ai �” y 1. :.'. : , r. ,, Y _ .. _ . r' �, : r ,.,i �. . ' .� }" ... it ,i ," 1 ..r,4 .p9rr a'l 1 ,ir r _ - 'n a- u11 I 11 _ _ .,V ° pP 41� , st` U�}':rjJ� 45I'pla M REBAR 4 FR 'I _ - - _ TOP OF UULLL CONT ' 131 - All ' ah'k !-' r a�in }Jlkrq I TT U 't -tr r ,, 'I x r f r• F ffl 1:5 - - - 1 e ,6 kS I p ,l7 1,1I 8 OVERFLOW'TO WASTE � \ L -1 Q - � rr ' ? i h!v'r`sl �plk =. - JI Ir .! _ • a r II _ ., ' . , - - -7 I 1/V" ,1 �1/ r yn.( tt 71�1u E M t' - �'- I/8" 2' -3/'�i'" b If > rr . VI4 '�� - - I i - ry 'Ne 1 ,11 dlk. 1 J ! p5, Ik ISG r • ONER'+1.OWVOL �' SI r;: ! a ,lid fl�fl ' 1ia° L ___ _—,>,�_ ___- - 1 ew LEVEL 'POPE WATER �� �__ _____ ___ _ . It - - - t dll '�'ll l °r,e r# 3 'I�y glWoti Efi)A.IZED 11 ' i/ / l f . R 4(REE�AR * TI''O.C. EXTENSIONS (3) - - � � � � � � � A: , � 7,.y! 1 � k , ��.'�111111v , M Iiii CONTMUOUS -• a' ♦ , r r r ' ' 3 lj h,q �' ` .♦-. MAiBLEDUBT ♦." d -. d• �� • + ' '�I 4 " k ' r f n ,, 'X tl',.*Ce. PLASTER ON � ^ . ' r .. .A , • v .'• • 1 ' I 7.", ..+ WALLS + . L • • •• : 'Q r i - • .Y f 7u . Fu p 51A5 SUFi'aE VOLUME '� - .' • t r r -� d �'}, c r s x,11 d :1 ♦ M� d r�i. r. .r r'. i 5: } 15M1 rM fl,',', YiM WATERyEVEL WHEN • + '-•b. :♦ ' w ` J. 'a�•, r ' ♦'• .r R « ,I r t 11 �r iY� ,i,VLI n 0d'� j" IS COMPLETELY SUISME D . - ••. - - ;r a • • a '= ; u, l ! X14 4--41 ly : . •- _ rOP�OF'DIVERTER V " L• 'v , I < 1" x I - d • ♦ < 411 I11� av r / , 4 1 . -.+- OPERATING 4.' QI 1 ♦•' - • f '•♦. .1. . _� d r ar d-, .� r ';(� y 4n�,' ,,. I �iX ,y <I w, itil lY�l9,"+ -11" •' d ♦ . a ♦ • �', }' ! t 1,. t t, gv, Y .S . . - - /_ II DIQ^ ..,/ a , y. ♦ 'O., r • 4 ..I, r, d i- iT!' 1 ' ' 7a . - V MAN-IUAY �_ w G 1NITE uAdl L `° OPEN ING5 a s: r ACCF-55 s , • A, ,, n , "1 r, r ��', ' -t-4 -+i 4 - d - • -. 'L . a M - d r - _ ., 1 1 r ,:vai AYI e ..• r; - . a 1 � FOR YA�VE _ 3'' x 3' .A- .d - . d. '. r -. 1^i "I 1 e w :,,', EXTENSIONS ;p d , . . r Sn LME TO F1TIP 3 d - - - a r d r - ``bd s , Sr'GUTTER LINE - d. r ra. . 7 I - •' + 1d. ♦ d i ,I T. h Ir g, S" , Bqq 4-OF UP SUCTION PLATER Srr MAIN DRAM lW SFR1T OFF . '•-- •.. . fa - -d .♦r d " : : , ' - r •' • rp,{ . I��h! ,' - CONTMUOUS - W/DIVERTER1 LNE VALVE -- . --. .dr •, '•.^ ^ -♦. _ t.. r is , 9 1s - BPIYRIPPOFP T OFF SNIIT OFF VALVES ♦_A. - '. - 1 - _ J Q . t . _ I pr . IEEE DETAIW d d ' ^ - . ' „i . - d'. N t `. 7 '. ul '} r, VALVE r r' ♦ d - b : - T�, • .♦ ♦ • r - "`T 1�"k :} I ti >_^n+l ' ♦. y • _ ♦ d . � '♦ _� Mfr �rcd yl-,,I7 3'-¢ In" ii W -d. : ,� ' • • .v . • d ♦ - ♦,' ,1 , I` llli ryq s" s' -z In° r-10" s" d ' 1 k I.- in 11 .- . . d - ,J. ' 11 b , , lltIA,, 11 f_a 11 I r A , a, - - �� fA � I,�/ `�` /' LF , 1 #=el �ll! I l� ', „ rlkL rs H Y lr 10 1 &LA5 THIG 55 r Ir . f IIr1 ,�I )' `�A SCALE V2" " 1 - �° qu ,# r l �` I r ,- p 11, n SCALE 1!2" • it . 0. . �: 11 it , \r R w.' 11'111 1" T r ;: ,I d -^ 1I�1'. t d g , 'irl IF� 'k- 7v _a ., tliii I ' ' ,'frl ,l 2-i 6� I '' A,�q,, j rJ , h rI111 n;fir i. - 5+r tI1 T, S �JRGE TA �JK VCLIME� L,,,, I6 1I _ , I I v tf i � s ,p �hrlx :! V r t � i.1r fYP i'&A I' I I I 1 . ONE 'CUBIC FOOT EQUALS �.6 GALLON$ 11 11 � • I'i 1. � '_ „ r ,' • ,.. • .. v - — ,Lrf F 41 f 4 l alp I -�• • !i ' •'I ' . ,; !, .I- -. ., _ + '» f » f P . - f .�, #vddrx ,1YY t .wy,,M1p , ' k 2. TOTAL VOLUkA 8 0 X 10 — 0 X 1:2 �(� > 7,0©0 GALL NS 1, , r } } rc 1 , FP�lr vfd V, p'•� I , .. VALVE - � .� --- . EXTENSIONS (3 S° GUTTER LME, — _ » r , i 7 .H r� ati� 3. OPERATING VOLUME 2' 8 1 l2" X 1D'�� O" 12' b Y °I Yp �r��;r " SFNJT OFF _ VALVE > 2;400 GALLONS � � ` ' lt� „ � 1 . - f ° YI ,1 r 3v v r i n' " n l 1, I l rl"'F r A _ 0 . _ 4' 6» X 1,Q�— 0» X 1r2' Q 't ' °I r�r , I 4. SURGE VOU1ME — ) �',, .t V` I ry ,N l e� 4 ME To p > 4,OOa GAL ONS r ` °'I rc mwi a p 1. tr ' -, UV ANTI-VORTEX I !r rY , .,,,a'v SUCTION PLATE f 11 5: OVERFLOW VOLUME _ 9" X 10'— 0" X 12' 4» 4 ° " i t f f' f,! !�� , IJ �r46 " MAM DRAM > ' 675 GALLONS` - '(5 -GALLQNS'� ATH F : , t .� ' v�' �,'!'- e„ 'Iwk, I _ C,d e k F v rc p LIME - - - r l; a A W/ DIYERTER.4 . . - n v, o "tV,,' SF11$Q 'VALVEA s' y i . . t DETAIL? N ; B7-p O r,»ca 'Ill £PT ' . •-. FnUI'1P TOFF '. . e; Iw # ll r,� s VAL r ,r„1 M, d d. d�' Q r :• OVERFLOW - ' ,IFN, rr in 'p '� d �' .rc ,ly iR'4. 1 ' / TO WASTE 1 I t "k I0I nx T' . .N. .w F .' piz I fi""w , w M1 W1 r }� ^ yl W. Ti - , e 1 „rf A�aV II E,I,Jy1 ' ., ' ' �dI I .• • • • 'd • .ad••r - _ - ! " +< Hf 'FIA ICI ?T�" .a ...- . " - • u I I I I4:::::: - < r 1`�I , ' ill � I I I r .,) ",r; f _ , _ I , � I f ��' `+ r � - - �� � �y I� OS FLBKUARY �b4 , , ` f , < r , .$ , Ir 11 1 11 1- n " J -� In i�i \ El \G1L�1JI'-. �� J. .C. 10 p- ��V...��<4t� > ,. # J t 'f' I Jr �Nr T) Ij1fPl�ry 8 9 -2 In I 10 I'-9 1n n SOUS # LAUREL LINKS COUNTRY CLUB � � 1 � � r __ �__r k , 10 3/4" � P.O. BOX 1538 � � ?' SGACe 1S NbT - ,r �1a k1, a M1, ` a & � -Y i /r1' t� m )' 3 ,� -r 'PJ„ # t n Ya r, r 109 LAUREL NEW YpRK SOUTHA1vIPTON, NEW XORK 11969 2 "'' " r" �� k r 1112 U� I 1 t 'k N �,r r" k31 i ~,A,l. I `Iklr'+SI, 631 287 2314 r ; , qx PHONP (631j.287'2312 : FAX ( ) scfls�� ry ��'IL " i3`;" 'F ;t+ r aaa I I�f 4 Ea >VO q� /^�1,�Q , +✓ 1 - ,I� .";,1 v'f'yh xnk};l kr_Jl;�'3�'�e'R.. ��lrry v`7 ",aR. . , �r --,--' 111�UI�1Vi!1-t 7 "tt' -`'4 J >'td t#Ix :ff,- ' wt �rvii� ,,.id' '- k;�ti1 Y �I '4 f ,I SURGE TANK �ETAII;S11� "Ir � R ' .. 1, - I y4 . :j}I�.�� 1" 11 -ti' +Y� / ` ry �. a f .A �'{ C Cty ftl,h•I;l':r i I'�ifr`�,' IY ,:' M ;Y's _ V �,, i r & 'kk�4±il.� l iyr ! _ _ r '�r " .; }�'. �:4I •`- i,r . ; . - r . • . . - ',. . ) 'I, � 4 . .�s t r I e 4 y •fE", r. .�. )'fy` Lr 1. S, W gY 1 ,,n n r n l _ : p1 rY�r4�-r I.Wi d uel f ilk 16F-, SCALE IR. n 1, P) - _ - ,. n "i',�s v "t .:a . ! wur R'. _i,k" h, .k ,,,:. �, a, : r err ., y ° ,r a W . rtr " N n. ; V P 4 rd: X ,E, i e i „ .. , .'4, , � i .'i , : , i ( � •.,r �. „ i ', � i i -r 1 ��y q '.N � ."pip( � � :.If 1 yn ." '' f .4/ "i.Y.1Y rd,' rii Yu'l , aC ` ,.,v ',. , r ,. w `I.r '.. . !, �, mS4. ,r tr N'r;'�};`.�!) ., rc a °k m - I FAF`N�+� n, .,,t ' , • s '.w r µ u. t f� . �.YI -^%. n, r 1. .5 T hf"�Af..9 M tb 1F.iy 1 : II pr» .v : l ., ! ., }. Y.., .. _ "„' "4 ar, } . p , ,{�' _ F?11 _ ,-. . ,. � _ . . , . ,,i ., 1,:l' ,y +' fir. Ir it . , ., ._ . {,. . , Ir t ' dk ail, !; r rK•n °{ ,.7 _ A f n?y y.+q - r : .. , I . ' .-,"L., nY ,y; trn . h ', Ygl , o.. >< yy ,it,MrT p. f ... r .;. . .. ���, 1 ' ' � - . ._ ic." r.'4n.,.r21,L.., .�"�k:. ,?r , zx eil .0 . l 1 �„ . . .. - 9 n". 1 � r S rl _ f f T , I i - �� -� i ; PLUMBING ALL PLUMBING WASTE o &WATER LINES NEED TESTING BEFORE COVERING I ; PLUMBER ON N LEAD CONTENTBEFOREO i �-ti —^ ERTIFICATE OF OCCUPANCY _ x__S-- — ---•I' W r �u SOLDER USED IN WATER SUPPLYSYSTEM CANNOT se -W1 4c� • °'Lz IIM I�- "r�.t � i � � a I * ) i EXCEED?J10 OF 1%LEAD, e O ^GGA L Ky PURANCY OR = = 4 WI OOU`FCERTtFtC 9. UNLAWFUL ATE KzrN�l C ��� cl�.l,PARCY "1"4r 411 CERTIFICATION OF - — - - —_. _— C' NAILING & CONNECTIONS - ( 4 REQUIRED. i j i i �Rr LL CONSTRUCTION SHA THE REQUIREMENTS OF HE w l - ES OF NEW YORK STA M >�' k'. 1� 4W 1 . . i 7'2,� IN ORM WATER RUNOFF w ANT TO SECTION 45-IOC 1 OF TOWN CODE. D F: a. 5 ptpry . 3097- - YLI I a fes,J �1 - t0 1 FES€ B9Y _ - NbT 'r BU I0'INT, D'EPARTFAI MT ANT �{ 7&S rJN2 8W Tip 4�Ru R F ITM C 4�ALE- V4II.. I' ye --- - FFRl�S�VINNGIIU Tf : - i _ � . . -. - - 11.♦'�Ill�id4M1.1➢Yd3R1it�11BBm 91•APJW 1IRlEA wa B,IAII mpm I 3!-INI6 *TALL MEET THE NFOWIRth!!F S OFTHECODESOFNEW VORN MATE, NOT RESPONSIBLE FOR DRIGN OR CONSTRUCTION ERROR& w � J IIND91YYR1 QUIRE a I � n 2�1tz,—iRt af,1�4J._. r i 1,7 1I. Y / III 2 p .,.. tip" f0q PwJr f�iS T hKJ(,it I I 1 b I l I � J I I I p . 1 I I I 1 I.' ) _ 2 I opl � a � I k , l r.-Tn-- i , 4 L I LL T 7 i P' �� rk1t p I 611 � Q L4 0 7 10, T 7 1 ..Y I x �( 4 r. j - F III I j, x 2 l �jn # t �atk F c 11�. d iy9 14, d t II � opo m ,l: GENERAL CONSTRUCTION NOTES !NAILING SCHEDULE GENERAL FRAMING NOTES TABLE-3 1 INCLUDING 3,3- A-14153.9 1 The Information on this set of construction documents is to relate basic design 1.All wails,2x4 and 2x6,to be stud grade or better l6"o/c. All other framing material iE`1i5`EBC HIGH WIND EDITION WOOII ME CONSTRUCTION -ANUAL Intent and framing details. They are Intended as a construction aid.not a substitute to be•2 douglas fir or better. - -___ for generally accepted goad building practice and compliance with current New Yolk JOINT DESCRIPTION NAIL QUALITY NAIL SPACING TOE state building°°des. The general contractor is responsible for providing standard 2.Allwood framing In contact with Concrete or masonry to be pressure treated. ROOF FRAM46--RAIFTERTO _.-soWALL.34d PEA RAFTER und, Bathe and procedures to ensure a professionally finished,Structurally c_Eu_INc J_DISTOTO TO_P PLATE _ iTOE NAILED 1/ - WALL ]EE I� PEq JO 9TER - sound,and weatherproof completed Product. specified. I 1 - _- _ -_ -E N -' -_-__ ion CoA 11 baa - PER JOIST i 3. Provide tlauble flpor'olsts under all walls rellel W boor"oist span tlirecWn unless Otherwise 2 GenOral COmf8G10f SO Wondnem 8118Ub COniraCto@, BChetlWlog Of WOfIQ and CEILING JOIST TO PARALLEL RAFTER FACE NAILED aEE TABLE 3.7 4.Provide x-bracing { interaction between trades. lumber floor oists,'g'Or solid blodking at me%Imola of V-0"a/c for all dimeneiaW CEILING Jb16T LAP60VER PARTITIONS (FACE NAILED - EEE TALE�T EAOH LAP - _ _ _ 13 a RIM e0AR0 f0 RAFTER - PEACH END EO TIE - - _ _ _ 3 The general contractor is responsible for ensuringthat all work and cans 9 cson 5 Floor ConsWctlon. % tan tongue and f00Ve I BLOQK NG TO RAPTERR ._ . �E ND NA FACE _ SEE 2A lid 31 EACH ENO _ _ -,_. , _ - �ITkUpZQO1 I� etc, The"codes am to be Considered as P g TOP FZATE TO TOP PLATE_ " -- FACE NAILED __ _ 214d_' ,PER FOOT and should be adhered to even if they are in variances T thceWan for this bufldin applied°ver .aubloof. Glue end'6CfeW 6 ) FbPPLATE9 AT INTER__6_ECT_ION_S !FACE NmLEo _- - 4-led JOINS EAtH 610E meets or exceeds cumentfaderal,state,and local codes, !ordinances andre clarions, B.Aliwindpwantl door heads@to�be ten irm�umdr(22x10Du less FOtDe1WIf0 eIMd•� aT0008WALL TrUga. _ . _ ?FACE NAILED _ 2-18d__ � 24-0IC _ _ 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All Interior headers to be(2)2x10 unless otherwise specified. HEAOER TO TUMPER - !FACE NAILED led le-01C ALONG EDGES ND NAITED - - -_ - 21a-g PER PEq_3xa 8TU° P aY 0 P and assumes no 7.Provide full solid blookin under all bearin walls. �Ie _ ...- construction means, methods,techniques, sequences,or prose renes,or for far SOTTO8.All beams to have adequate boarin at each end Of ass specified. BA DJOISTINAPLAEND JDSTTE TO T. OROFf JBLOCKING SIF 5 The designer has not been engaged for Construction supervisionpprocedures,Or for safety eqg g g P TOP OR SOTTO MP LATE OaTUO EACs NAILED _]tEd_"- PER OS-- specdo precaific use expressed nMe use DreIn etion with fUrine work. There are no war@Mksfor a FLOOR FRAMING 9.All tIUEM1 beam and joist lnl0@B'rtllonB to have galVanl2a4 Dangers. BR60MD ILL,TBTPLATEORGIkDER YT ENAILED _ 440 PER_ ,Lori ._ _ IEACNEIST fb`JW 6. Refer to floor plans,exterior elevations,and window schedule fortypes and sizes of 10.Typical exterior walls and roof to he sheathed With tri"exterior grade plywood or BLOCK NG,TO J LS-- TOP PLATE TOE rM1�ILEo _ _ 9 a - �I€ACI 6ioCK windows All windows to be Andersen high performance quality or approved equal. 7118 OSB plywood,group 1,ADA rated. Plywood to span over all plates and _ _k._ I I headers. LE6 ER STRIP TO BEAM _-- 'FACIENDE -AILEDf 310-" PER JOIST 7 Door and window headers to align unless otherwise noted. PER 11. Provide insulation baffles at carve verde between Filters. M1N5a 1ST To SST BANDJQIBTMIILILORTOPPLATE TOE NAILED - 21ed { PER-FOOT_ -'A B. General contractor IB to ensure that meson and prefabricated fireplace O construction meets or all manufacturers apscitioetibns and applicable codes. 12. Exterior! to be correctly installed at all oonnectlPns between m0I{.1WNa, ST RUCTURAL PAil NELS - I�A'PERIMETER ED°E Zjo CEE -1a"OIC PAT PANEL 9. General Contractor to consult and coordinate with the owner and the plans for all creation. projection and neUatlonS as required b ■ roved construction - se i� m EDOEB AN°AT INTER-II EOIATE SUPPORTS IN THE W of PANEL PIELO -'7II -' - - - - - --- - INTEEIIOa'ZONE -1a'Orc-6"AT PANEL EDGES AND 12" built in items such as bookcases,shelving,pantry,closets,etc ad IAT INTERMEDIATE SUPIORTS IN THE PANEL FIELD 13.General contractor m provide adequate etlic ventilation and roof vents. ' deR OR ROOF SHEATHING ITHIN T-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDIND 1'-0•pit H E OF ME ROOF PEAK. HE 4-0 bedroom10. ave arevJlth local code wilred smoke erecements as per R317,New Yolk in h 14. Provide appropriate PERIMETER EDGE LONE ATTACHMENT REQUIREMENTS SHALL BE_USED q backup,ry pp edam soMt venlllaNion efovemanga.Residential Construction Code. Install carbon monoxide det/bmra as code. OEFLINO NEATNNO _ __ __ _ _ _ it_._ par GENERAL PLUM,! GNOTES G`vF SUM N/ALL60AnU _ id"COOLERS ] EOOE 118 FIELD GENERAL FOUNDATION NOTES 1.Plumbingsubcontractor to l>e,me nsible for adheringdellapplicable ode and eiquc'TukAl vlAruEie ed '+ EDGE 20NE 16'ORI, "n AT anNI:C EDGES AND is•• Of r- IY In AT ty PD - " _ _ _ _ _ 9 � ) rya g P j _ _ _ f9INTERNED-TEs-61 O6- T THE PANEL FIELD Q -irit 1. GeneralWmraCtof to reVIeW plans,e16VatiO0S, and details to determine intended tie - I P- AT 18. P10 E AINPANEL PANEL AND 12, d O ase u rams _ _ __ _ _ P _ AT INTERMEDIATE SUF I°RTS IN THE PANEL FIELD Z heights of finished flocs above typical rade. 2.If wall later or oasts are cut thlring the installation Of plumbing fixlurea or . -. - - .- - - - " _ _ - - W ti provide bract to be framing back together. FIBERBOARD PANELS p116• 60 a EDGE/a FIELD W sr 2 All footings t°rest on undisturbed snit. equipmentP g DYPSUMWALLBOAR6 - •28132 _ 7d COOLEEi8 9•EDGE/TO-FFIELD 0 to GENERAL HVAC SYSTEMAT NOTIES �"a 4 ED3E ZONE To'011 -a' AT PANEL EDGES AND 12- 3 ProVldeY,"e%panElOn joint material between all Concrete slabs and abutting INTER�EDUTE SU _, FI-IPORTB IN THE PANEL FIELD HARDBOARD f _ - concrete or masonry walls occurring in exterior or unheated Interior areas. 1. Mechanical subcontractor N reoponsible for adhering to all applicable Wile■and safely Fequireent& o 4.Concrete on 4"sand or gravel fill minimum,with 6x8-10110 wire eeh reinforcing. o Interior slabs to be placed on 6 mil.stabilized polyethylene vapor bonier 2.HVAC subcontractor to fully coordinate all system data and requirements with the Sp(ATNOLUrBUILDING DEPARTMENT CRITERIA O Z equipment"euppller. 1ADWELLING UNIT-310-31NCY CLASSIFICATION RESIDENTAIL R-3 S CTO 310 B ILDING(CODE N.Y.S. X 5 Provide crawl space ventilation per local Code requirements. vVZ 3. HVAC subcontractor to provide final system layout droving and submit N to general .2 6 General Contractor to install cop-r-tex(or Copper)sheet metal terrible sheds Contractor,owner,and equipmel d,,supplier for final review and approval. 2HEIGHT 28 FT. between all wood surfaces that are exposed to concre f'pr masonry surfaces. FIR AREA(so 2M $0. FT. FIRST FLOOR NEW CONSTRUCT! N NEW CODE 2:5(D8Q FT. SEC NDPLOO NEW CONSTRUCTB)N 7.Dampproof exterior of foundation with a bituminous costing as per code and soil - -- - 3 TYPE OF CONSTRUCTION T YPE''SB; WOODfRAME, UNPRO CTED conditions. GENERAL WIND PROTECTION CONNECTION NOTES 4 DESIGN CRITERIA PRESCRIP E DESIGN- 1996'H wiNu ED N WFCM Adapted from Sten'derd for HUIr V ne RedamM ReeldanHal Construction:SSTD 10-98 5 ELEMENTS ELEMES SEE FLOOR PLANS AND =CJZNS and 1965 SSC High1 Wind Edition',Wood FromConstructionGENERAL FLOOR PLAN NOTES Fasteners and Cohnealors for Wood Frame Construction -7 VWNDDW$tpN LOAD CALCULATIONS PAGE 5 AND ODOR SCHEDULE PAGES 1.Dimensions shall take precedent over scale drawings(do not Scale drawings). 1.A continuous food path between footings,foundations walls,loon,studs and maf 8 LOAD PATH SEE SECTIONS " framing shell be provided. NA CHEDULE PAGE 5 4-4 2 All interior walla to be covered with W gypsum board with metal comer reinforcing. 1 EGRESS SEE WINDOW SCHEDULE Tape,float,and sand(3 Wats). 2.Approved comm atom,anchalBond other famishing devices not Included in the 17 PL' INOa RISER DIAGRAM PAGE 6 Standard Building Code,Table;;{08.1 shall be installed in arxom■nce with - 3 Walls Common to garage and house to have a layer of 5/8",fire rated gypsum board manufacWmes recommendakpnf. 12 PROTECTION SEE FLOOR PLANS ' ! !LEI �, w at garage side with 5'-0"retum on adjacent walla and Wiling. Manufactured lumber 1 $ .DESIGN DRAWINGS WA r „ r aF�f Z requires 2layers of 5/8",fire rated gypsum board. 3.Metal plates,connectors,scrolve,bolts,and nails exposed directly to the weather or , ,..it( W subjova to sett corrosion in costal,areas,shall be Stainless steel or hot dipped - r(' j 4.All bath and toilet area walls and ceilings adjacent to wet areas to he"water galvanized. _ - p I;�, ''P� t 1 �] O resistant gypsum board,or wall the set on wonderboard or equal. �#'L IASL; AND GEOGRAPHIC DESIGN CRITERIAI; , rf y� Of 4.Where wintlOwe and doors interrupt wood structural Panel Sheathing andsiding, ' AF G SEVERE O DESIGN LOAD C A L C U LA IO $ framing anchors or Connectors shall be,provided at the fop and bottom of orlpple ,DEPTH 3'-0" �, �" \ �rO abide,header shosi and at IEae one stud at each side Of opening, -J MINIMUM UNIFORMLY ISTR BUT LIV `e MODERATE TO HEA VY n r - f, W EXT E RIO B ALC O N IE S fl l 6.Ridge Soaps moll be attecho W each Peir of opposing rafle@ except Where collar '' O SLIGHT TO MODERATE " RDE'SI N TEM . 11 DECKS dpi of tali or 2x4 IUmbef U IdCa(I'!d in upper mIM M eWo 1,Ipace snd atI■ch to eagh p■ln JC LD' NDE_R• _ AS PER MANUFACTURER'S " �r L ATTICS WITHOUT STORAGEof'nlb@, ` ( W ATTICS WITH STORAGE - _ B. Oltt°nnecm@shallbe pnoulpetl at each Fater bearing, ,LAY' ;, 4U8ZED SPECIFICATIONS/ STALE CODE 'i 'r1 2 ROOMS OTHER THAN SLEEP ING'R S, F QOD ATA DS O SLEEPING R0OMS 30 7.Floor to floor hold-downs to bpprovided every 48,and every 16'within W of"dor ., ^ _ I - comers. - H CRITERIA FOR CALCULATION D L ACTUAL W i HT F All KkrEKENCED TO A. .. . 6.Sill Plate to Foundation Anohgilage: Sill plate shall he anQhored m the foundation ARCHITECTURAL GRAPHIC STANDARDS With anchor boltz-htiving a min.hot diameter of 5/8"and 3"x 3'1 IT 118"washers{ A rllinknum of one andhor bolt shd4lf,be provided within 6 to 12'kmhes of soon end of SNOW - each plate. Anehdir'bobb shill Flawe a minimum embedmentof 7 inches In Eailfs W it GROUND SNOW LOAD "' -4 1 mos"foundaaa s. Anchor l(of fa shalt be located within 12 Indipe'af apnlef ,#"d at ' - - speclog not ex ng 4 feeto water. SEISMIC DESIGN CATEGORY THESE NOTES ARE GENET22q1Y'11CONSTRUCITON NOTES. THEY ARE NOT WIND - .3PFiCIFIGALLY;gYlRiTTEN FOPa,THiS PLAN THEYARET01'3E'GQNSIOtN.R,IEOAs ExPOSURE CATEGORY , " m INIWID SPEED GENERAL Gl11DE41NES ONLY'!, NO SHOULD BE 018PU88ED'WI'I'W wf1UR � - � O 1 '«r. OLNERAL CONTRACTOR BEI-TRE CONSTRUCTION BEIgIN&. - " P STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR Al OPF11rNC PROTECTION OFI9OMPH SSECONO WND WETS N AxIMUM MEND ROOF HENAR.961 TILTWASH 9.0 10 fb 2 .9 - 4.7 ! 0` �--- MULTIPLE SECTION ASSEMBLY: 1/4" CNt3 CAS MENT 2. 3.5 10 4/5 29.9 -34.T 40 THICK BOLTS�2'OC FW 41611 FRENCHWQOD HINGED 22.24 16.6 20 4/5 24.7 •32.4�� 40 • FWT 4111.___ -R NCHWOOD TRANSOM _^AVIA ..____ _T,_ '-' ,- -,_._..__10419 -.- 25.8 -34.71+__.__._ 77 ALL W INDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EpUAL - - COEFFICIE FIT 1.O WITW 120 mpli BASIC WIND SPEED'D_AS PER _ _ E -� MIEETS NV STATE RACE KIT. CALCULATIONS FORR WINDOW BASED U ON EXPOSURE 8 _ _ _ _ _ _ DUST HAVE OP OF - _ - -- _ CRESS REQUIREMEN i I ---- '- F R HABITABLE S ACE `TABLE R 301.2 (2) NIFV "ORI(STATE BUG t�i0 - O1'S TdM GRILLE DOORS�N-0—OWS AND _-- - -'----�--' U SSEE ELEVATIONS ilA WO " WITH MA%IMU OOF 8 SPAN. IFA&NERS FOR SPANS UP YO SRO' SHALLDBE121/2EM 8 WOODESCR WS AAT-TiV_ / 5. FOR 6PANS UNTO B'_A' SHALL BE 2 1/2 88 AT 12 O/C TABLE 301 2.1 2 __- _L� ALLNARROLINE WIN"" S M'U9T US'E -_ - - L _ __ _�._._�� _ __ _.� _ UPGRADE SILL STOP (SILL STOP TOTAL A 1 114" 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OFA 1/2 X3/4' DP __� _ ___,•_ 1 r - HEIGHTAND REQUIRE T��INSTA'LLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UP_G RA DE SILL STOP KIT ) � ' __ ._ L_._ 1 l - ALL UNITS MUST MEET OR EXGEED_THE �M IN IMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST FiAEET OR EXCEE�N _ I ,Z � I 1.6 TIMES THt'DESIQNPIi - RE RffQ__a D AND MUSTTRANSFER LOADS TO__THE ROUGH"((O�PENI-�N�r SUBS ATE. ALL EXT�'Ifk�IOR __ ___ _ W, SHUTTER ASSEMBLY _,. n__ FO­"" - ——.� t .I 1 r N.T.S. ii I. ZING MUSTMEETASTM E iBr TEST REQUIREMENTS AS SER NE_W YORK STATE RE_B IgEWTFAL CONSTRUCTION DE. { -_ _ - 0 w REFER TO SECTION R 1800 1:4 ALTERNATIVE OPENING PROTECTION _ _ __ FOR PANEL SPANS:O<4'-0"WIDE SPAN TABLE 1601.1.4 , 23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. LABEL ACCORDING TO LOCATION. - F- O o ASSEMBLY' �.�'' D' o ATTACHING STRUCTUi PANEL:FASTEN TO BUILDING W/IYBx3"(W/WASHERS)GALVINIZED OR Z STAINLESS STEEL WOOD SCREW 016"O.C.OR SETTER W ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 810 TEE NUTS ATTACHED TO BLDG.w/810x 1 Yn"(W/WASHERS)MACHINE BOLT® 12"O.C. 4"0 ROOF VENT _f WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED ROOF UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WRHORAWL CAPACITY OF 49011 } o Z o O o SHUTTER ASSEMBLY x I` N.T.S. _ _ z V FOR PANEL SPANS:i OR WIDER SPAN ATTIC NEW i E1tI TMG- BATHR_ C9 SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. II iA RODM io NOTE ADDITIONS: nrz �I v, urz nn SIH 2X4 STRONG-BACKS 0 24"OC W SH R TUB ASSEMBLY: NEW .__�—__,,__ 1) PREASSEMBLE PLYWOOD TO 2x4'S:A '11 WASHERS)GALVINIZED OR STAINLESS STEEL SECOND FLOOR ,g Ya ,• � • - WOOD SCREW 012"O.C. c.oll- -- �•- - -,+-. .,, '1 _ - _ ._ _4,- 'I Kf7C11EN ALTER ATIVE F(3R dRE IN ROTECTION -II rz ,» U �_ rr LU WOOD STRUCTURAL PANELS WITH AMINIMUM THICKNESS OF?1JV AND MAXIMUM PANEL SPAN OF 4'0" f i-1 IN� x !i -- SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO.IIORY BUILDINGS. PANELS EXR171rXi POWFLOOR L J �'_ _ i IIII�•� 1 D[F y�9 W SHALL BE PRECUT TO COVERGLAZEO OPENIAGB WITH ATTACHMENT HARDWARE PROVIDED. `g !( - R'S-� � (� (REFER TO SECTION 1400.1 4 AND 1409Ar4 AND TABLE 160D.L4) m � • �r• C0.11 ll .,tom n 1 i c'� U' WINDBORNE DEBRIS PROTECTION�FASTEN N SCHEDULE • - �� _ COUTYDSUFFOLK �� 'y d W 0 TA$1 �S < NCH66 —____ HFALT StFIVI OF 1 ( • Q kNEL�S;PAN< ?',P s RAVEL RIN s . _-. _._ • _ n F O �. O FOR WOOD STRUCTURAL PANELS I FAH "8R" IVO 6ALTH SERVIC83 Ir ' ,APPROVED SEVER ��O 072 � ? � LL PXNEL 4'-0 FA LINE. 'I' d E 10 Vin FASTENER TYPE " SPAN'<t'a ` AN 4p'.e" SPAN a 4'0 , ---— --.— I' /""'I >, ( Z 1I2" MB WOOD SCREWS 18 14' 12 B r, _ - _- - � LU LU z 112' 94 wODD SCRR - 14 14. i4 12 A TNI.TABLE IS'BA8E0 dN A MAXIMUM WIND dill(SSECOND BLOT)OF 130 MPH AND MEAN ROOF SLOPE"1M-PER FOOT PITCH TO DRAIN j " /1 = HEIGHT OF 35'-0'OR LESS " B FASTENERS$HALL BE RHITAµEO AT'OPRP.OSYO''6NklO OF THE-WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TDMA$ NRY0 ABON i STUCCO',THEY SHALL&E ATTACHED UTILIZING VIBRATION RESISTANTANCHCNS14AVINBA NUMMI WITHORAWL CAPACITY OF 490 LBS. r - PLUMBING DiAGIONAN o I RIDGE 1AT21.RAFTERUSP RS2ii •� I I I A RAFTER/RIDGE/RAFTER%Mvcr, -r: KING STUDS-- RAFTER RIDGE RAFTER — .. STUD USP RT760R(2)RT7-- Z� III - - �z HEADER — -- - .� �, I RAFTER — F) I RA p �III� Z I TOP PLATE - fl TOP PLATE W: USP RS250 AT 21 USP RT3 ----- - �P 0: USP RT20 USP RS250 AT 18' W q� USP LS OR TMU IES-- WALL STUD _ USP R8250 AT 12' - - - R USP PRODUCE NUMB m r WALL STUD JACK STUDS _— __ , ) ARIDGE/RA CT' RS260 21" ,. -- RIO(iEIRAFTE !+NTD )l RS25Q 21"+LSSH179 PLATElSTUD RT20PLATE '' RT16 M(2)UD83260 1B" FSTUD 18MD r6Ta oo A1 )RAFTER/RIDGE/RAFTERwrocT B '1RAFTERIPLATE/STUD B )RAFTER/PLATE- -PLATE/ C HEADER/STUDHEADER/JACKIdl1CK SND RS250 12' ND O FLOOR KLFTA or RS250 36" O. O E ATE/SILL �'�� R826D 36" WATER6250 16" co 1LL MP6F Wr BOLTS 16 PAU SERIES CHOR FOR DE "FRED PORCHES CBE SERIES I Z Q TANG R R O O Q' POST v, USP CSE- -- --- P.C.FOOTING- — �I 2ND.FLOOR WALL STUD — 0 2ND.FLOOR WALL STUD--- 6 1ST.FLOOR WALL STUD— U. 1ST.FLOOR WALL STUD--- Q, W W H 2ND,FLOOR PLATE PNO.FLOOR PLATE (.� - A� �.'tIORPotcpvEREO PORCHES_, W \.; 1ST.FLOOR PLATE-- - I 1 S<<. r- U SUBFLOOR-- SUSFLOOR 1ST.FLOOR PLATE � i - RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR-- �-. ! v USPKLFI•A USPRSS60AT SE' d� - rl k Z "0 USPRSP50AT3Et' — USP RS250 AT 18" p' a.�}� 1ST.FLOOR TOP PLATES-- - 18T.FLOOR TOP PLATES- RIM BOARD — RIM BOARD /' 'DOUBLE SILL PLATE DOUBLE SILL PLATE - __ USPMP6F -- - �:.•e �� 0. '--'. , ".�� I+�1 a IST FLOOR WALL STUD-- O 19T"FLOfiR WALL BTUD' FOUNDATION WALL % �s1 0 FOUNDATION WALL — USEPAU - -: A� lil.C.FOW . v O7WG' �L,� _ D IFLOORTOFLOOR PLATE/SI :L_-_ �IORCHSFoaoCKs5TUD/PLATE _ - - - - -1 ,